HomeMy WebLinkAboutSurvey 20941SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH AND MONUMENT LOT 15, BLOCK CC, DESCHUTES RIVER WOODS (R1). THE SUBDIVISION PLAT (R1) DEPICTS THE REAR CORNERS OF THE LOTS IN BLOCK CC AS HAVING A 21 FOOT
OFFSET. WE BEGAN OUR SEARCH FOR EXISTING MONUMENTS AND QUICKLY NOTICED SOME DISCREPANCIES BETWEEN RECORDED SURVEYS.
ROBERT KARL IN (R2) SURVEYED LOT 16 ADJACENT TO THE SUBJECT PROPERTY AND SET PINS ON THE WESTERLY LINE OF LOT 16. KARL HELD A LINE BETWEEN FOUND MONUMENTS 5 & 9 AND THE RECORD PLAT DISTANCE FROM MON.
9 TO SET THE NW CORNER OF LOT 16, FOUND MON. 2. HE HELD MONUMENTS FOUND AT THE SW CORNER OF LOT 15 AND THE SE CORNER OF LOT 16 AND SINGLE PROPORTIONED TO SET THE SW CORNER OF LOT 16, FOUND MON. 1.
THE DISTANCE OF 219.26' KARL MEASURED FROM MON. 5 AND MON. 9 DOES NOT MATCH THE MEASUREMENT OF 221.00' PER (R1).
BRUCE ROGERS RECORDED 3 SURVEYS FOR LOTS FRONTING ON RIVER WOODS DRIVE (R3, R6, R7). HE NOTES IN (R3) THAT THE SURVEY OF LOT 16 BY KARL (R2) APPEARS TO HAVE USED THE WRONG PINS TO ESTABLISH LOT 16,
IMPLYING KARL MAY HAVE USED REAR LOT CORNERS FOR LOTS 30 & 32 THINKING THEY WERE THE REAR CORNERS FOR LOTS 14 & 17. IN THE SURVEY BY ROGERS (R3) HE IS SHOWING A DISTANCE OF 119.25 FEET FROM THE NW
CORNER OF LOT 15, MON. 5 AND THE PIN SET BY KARL IN (R2) FOR THE NW CORNER OF LOT 16, MON. 2. KARL SHOWS 100.00'. IN (R7) ROGERS NOTES SETTING THE REAR CORNERS OF LOT 26 100.00 FEET APART WHILE THE PLAT
(R1) NOTES THE DISTANCE OF 98.29'.
GARY DEJARNATT 1N (R4) SURVEYED LOTS TO THE EAST OF THE SUBJECT PROPERTY HOLDING THE PINS THAT KARL FOUND AND SET IN (R2). HE NOTES SOME DISCREPANCY OF THE DESCRIPTIONS FOR SOME OF THE PINS FOUND ALONG
THE REAR LOT LINES IN THE AREA OF HIS SURVEY VS A SURVEY BY BRUCE ROGERS (R7).
j 2 SURVEYS TO THE WEST OF THE SUBJECT PROPERTY WERE RECORDED BY DAVID CLONINGER IN (R8) AND ERIK HUFFMAN IN (R9). BOTH SURVEYS NOTE A RATHER LARGE MARGIN OF BEARING ERROR OF 3 DEGREES, MORE OR LESS, FOR
THE SIDELINES FOR LOTS FRONTING ON APACHE ROAD FROM THE PLAT OF DESCHUTES RIVER WOODS (R1). A SURVEY BY GEORGE COLVIN (R10) NOTES SETTING THE REAR LOT CORNERS OF LOT 8. THE MONUMENTS FOUND BY COLVIN
DO NOT MATCH UP WITH (R1). HUFFMAN IN (R9) NOTES NOT HOLDING THESE PINS.
DUE TO THE ISSUES AND DISCREPANCIES FOUND DURING THE COURSE OF THIS SURVEY WE DID SEVERAL ADDITIONAL SEARCHES FOR EXISTING PROPERTY CORNERS IN THE ENTIRE BLOCK TO CHECK VS RECORD SURVEYS TO AID IN
DETERMINING THE CORNERS OF LOT 15. WE FOUND MONUMENTS NO. 9, 10, 24, 25 AND 12 ALONG THE REAR LOTS EAST OF THE SUBJECT PROPERTY. MONUMENTS NO. 24 AND 25 ARE 79.71' (M) 79.00' (R1) APART. PER (R1)
MONUMENTS THAT ARE 79 FEET APART, THE WESTERN PIN SHOULD BE THE REAR CORNER FOR LOTS FRONTING ON RIVER WOODS DRIVE AND THE EASTERN PIN SHOULD BE THE REAR CORNERS FOR LOTS FRONTING ON APACHE ROAD.
SEVERAL OF THE MONUMENTS FOUND APPEAR TO BE USED FOR BOTH THE REAR LOTS FOR LOTS FRONTING ON RIVER WOODS DRIVE AND ALSO THOSE FRONTING ON APACHE. THE DISTANCE OF 320.62' MEASURED BETWEEN FOUND
MONUMENTS 25 AND 12 MATCHES WITH (R1) IF THE 3 DEGREE, MORE OR LESS, MARGIN OF ERROR FOUND BY CLONINGER (R8) AND HUFFMAN (R9) IS CONTINUED. IT IS OUR OPINION THAT THE SKEWED LOT LINES ARE THE BEST
EVIDENCE FOR THE ORIGINAL PINS SET IN (R1). OUR SURVEY IS TO RETRACE LOT 15 AND ADJOINING LOTS AND TO RE-ESTABLISH THE BOUNDARIES OF LOT 15. WE CALCULATED THE DISTANCE FROM THE FOUND MON. 12 AND THE WEST
RIGHT OF WAY OF BAKER ROAD TO BE 72.66 FEET IN COMPARISON TO THE PLAT DISTANCE OF 93.77'.
WE HELD THE BEARING FROM THE FOUND 1/2" IRON ROD PER (R1) (MON. 5) AT THE NW CORNER OF LOT 15 TO THE FOUND 1/2" IRON ROD PER (R1) (MON. 9) AT THE SE CORNER OF LOT 30. WE THEN HELD THE PROPORTIONED
DISTANCE FROM FOUND MON. NO. 5 AND FOUND MON. 25 TO ESTABLISH THE NE CORNER OF LOT 15. WE HELD THE BEARING FROM THE FOUND 1/2" IRON ROD PER (R1) (MON. 4) AT THE SE CORNER OF LOT 12 AND THE FOUND 5/8"
IRON ROD PER (R2) AT THE SW CORNER OF LOT 16. TO ESTABLISH THE SW CORNER OF LOT 15 WE SINGLE PROPORTIONED BETWEEN MON. 4 AND MON. 1.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND
MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
42 1 41
N49'34'02"E 99.50' (R9)
N50'01'19"E 100.00' (R1)
S50'30'09"W 100.07'
I
N50'55'21 "E 19.41' (R9)
N50'01'19"E 21.00' (R1)
S50'04'33"W 19.39'-N
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N50'01'19"E 200.00' (R1)
N50'01'26"E 200.51'
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39 1 38
N50'01'19"E 400.00' (R1)
N49'41'17"E 396.43'
37 + 36 1 35
N50'21'54"E 80.98' (R9)
N50'01'19"E 79.00' (R1)
N50'13'20"E 80.46' BLOCK CC
19.33' (R10)
N51'23'34"E 18.43' (R9)
N50'01'19"E 21.00' (R1)
N51'31'55"E 16.01'
21 _ N5013'23"Eoo 502.75'
N49'44'33"E 99.87'
N50'01'19"E 100.00' (R1)
N49'28'36"E 99.89' (R8)
N49'28'39"E 99.86' (R9)
N50'01'19"E 99.86' (R10)
N50'16'37"E 100.10'
N50'01'19"E 100.00' (R1)
N49'55'30"E 100.24' (R9)
N50'01'19"E 100.12' (R1O)
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N50'23'26"E 200,09'
N50'01'19"E 200.00' (R1)
N50'00'18"E 200.18' (R9)
N50'01'19"E 200.33' (R10)
N49'58'30"E 100.09'
N50'01'19"E 100.00' (R1)
N49'42'53"E 100.01' (R9)
N50'01'19"E 99.92' (R1O)
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N50'01'19"E 79.00' (R1)
N51'0 j'47"E 80.91'
N50'01'19"E 100.00' (R1)
350'08'56"W 99.92'
I 10
N50'01'19"E 300.00' (R1)
S50'43'37"W 302.95'
\150'07'02"E 100.23'
N50'01'19"E 100.00' (R1)
RECORD OF SURVEY
FOR ER I C STEP H EN S
LOT 15, BLOCK CC, DESCHUTES RIVER WOODS,
LOCATED IN THE SE 1 /4 SE 1 /4 OF SECTION 24, AND
IN THE NE 1 /4 NE 1 /4 OF SECTION 25, TOWNSHIP 18
SOUTH, RANGE 11 EAST, AND IN THE SW 1 /4 SW 1 /4
OF SECTION 19 AND IN THE NW 1 /4 NW 1 /4 OF
SECTION 30, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
W.M. DESCHUTES COUNTY, OREGON
LEGEND
FOUND MONUMENT AS NOTED IN
MONUMENT TABLE ON SHEET 2
,O
■ FOUND 1/2" IRON ROD PER (R1)
//
0 SET 5/8" IRON ROD WITH YELLOW
PLASTIC CAP STAMPED "TYE ENGINEERING"
�GQ (R1) PLAT OF DESCHUTES RIVER WOODS BY
CLIFFORD FORKERT CIVIL ENG 7211
Fal
RIVER WOODS DRIVE
17 N53'01'11"E 395.10'
N52'59'44"E 398.82' (R1)
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99.67' (R2) 100.38' (R2)
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100.00' (R1) 100.00' (R1) 100.00' (R1)
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100.05' 100.05' 100.05'
S50'17'35"W 200.08'
S50'16'37"W 300.15'
N50'01'19"E 200.00' (R1)
N50'01'19"E 200.00' (R1)
29 1 28 1 27
N50'02'17"E
99.83' (R4)
N50'01'19"E
N50'01'19"E
100.00' (R1)
79.00' (R1)
N50'14'08"E
S49'20'59"W
99.91'
79.71' _
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- - - - - � - - - - -
DESCHUTES COUNTY SURVEYOR
FILE
10 24 C
N50'11'33"E 99.75'
N50'01'19"E 100.00' (R1)
18 1 19
SEE DETAILS
SHEET 2
S50'13'55"W 600.40'
N50'01'19"E 600.00' (R1)
26
20
(CALIFORNIA) DATED 3-21-1962, CS06504
(R2) SURVEY BY ROBERT KARL, PLS 1642,
FILED 10-19-1988, CS06808
(R3) SURVEY BY BRUCE ROGERS, PLS 706,
FILED 07-26-1990, CS06798
(R4) SURVEY BY GARY DEJARNATT, PLS 2208,
FILED 04-19-1993, CS11430
(R5) SURVEY BY RUSSELL KARL, PLS 2257,
FILED 06-30-1992, CS11132
(R6) SURVEY BY BRUCE ROGERS, PLS 706,
FILED 07-26-1990, CS06799
18 (R7) SURVEY BY BRUCE ROGERS, PLS 706,
FILED 05-08-1990, CS06803
(R8) SURVEY BY DAVID CLONINGER, PLS 79343,
FILED 11-17-2015, CS18991
(R9) SURVEY BY ERIK HUFFMAN, PLS 70814,
FILED 05-13-2020, CS20217
(R10) SURVEY BY GEORGE COLVIN, PLS 1020,
FILED 05-27-1982, CS06797
72.66' (C) h0
93.77' (R1)
93.63' (R4)
N50'35'36"E 320.62' 12
N50'01'19"E 300.00' (R1)
N49'55'37"E 300.55' (R5)
21 22
APACHE ROAD
SEE SHEET 2 FOR DETAILS
AND MONUMENT TABLE
23
N50'01'19"E 100,00' (R1)
N50'26'45"E 100.08'
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RENEWS: 12/31 /23
31
32
30
29
N50'01'19"E 221.00' (R1)
N50'55'21"E 19.41' (R9) N50'08'19"E 219.26' (R2)
S50'01'19"W 19.35' (R3) MON. 5 TO MON. 9
N50'01'19"E 21.00' (R1)
N48'S0'46"E 19.32' N50'01'19"E 100.00' (R1) N5N50'14'08"E 99.93' (R4)
MON. 2 TO MON. 3 0'01'19"E 100.00' (R1)
MON. 2 TO MON. 9
O O N5 0179 9»E O N5 9294I9"E 0 25
—N50'12 53 E-•
53 E
HELD
99.68'
119.37' HELD
100.00' (R1)
IN50'12
N50'01'19"E
121.00' (Rl) /
—.—N50*1
.--------- /
219.05'
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MON. 5 TO MON.
9
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N50'01'19"E 221.00'
(R1)
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...... ......
— —
N50'04'34"E 498.41'
MON. 5 TO MON. 25
N5001'19"E 500.00' (R1)
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N50.01'19"W 100.38' (R2)
N50'01'19"E 100.00' (R1)
S50'16'37"W
100.05'
APACHE ROAD
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DETAIL "A"
SCALE: 1 "= 50"
-/l
LOT 32
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0.12'
Imo— N48.50'46"E _
N51'04'47"E
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N ROD, NO CAP PER
(R1) HELD
CD
LOT 14
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LOT 15
DETAIL "B"
SCALE: 1 "=6"
rn
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a LOT 14 CD
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EXI STI N G
WOOD FENCE O 58' LOT 15
0
41
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S50'16'37"W S50'16'37"W
APACHE ROAD
DETAIL "C"
SCALE: 1 "=6"
END OF EXISTING
WOOD FENCE LOT 16
0.01'
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LOT 15 N iLo �
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S50'16'37"W O �50'13'55"W
FOUND 5/8" IRON
ROD WITH YELLOW
APACHE ROAD CAP STAMPED "LS
1642" PER (R2)
DETAIL "D"
SCALE: 1 "=6"
DIESOXCHUTES COUNTY SURVEYOR
MED os ZoZZ BY. C o [ 1 r
FOUND 5/8" IRON ROD WITH
LOT 31 YELLOW PLASTIC CAP LOT 30
STAMPED "LS 1642" PER
(R2), NOT HELD
2
N50'16'39"E N50'24'59"E
N50'12'53"E S50'12'53"W 0.27'
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LOT 15 N I
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DETAIL "E"
SCALE: 1 "=5'
MONUMENT TABLE
NO.
MONUMENT DESCRIPTION
1
FOUND
5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "LS1642" PER (R2)
2
FOUND
5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "LS1642" PER (R2)
3
FOUND 5/8" IRON
ROD,
NO CAP PER (R3)
4
FOUND
1/2- IRON
ROD,
NO CAP PER (R1)
5
FOUND
1/2- IRON
ROD,
NO CAP PER (R1)
6
FOUND
5/8" IRON
ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE PER (R3)
7
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
8
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
9
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
10
FOUND
5/8" IRON
ROD,
NO CAP PER (R4)
11
FOUND
1-1/4" OPEN IRON PIPE, NO RECORD, POSSIBLE REBAR IN PIPE, DID NOT DISTURB
12
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
13
FOUND
5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "LS 706" PER (R3)
14
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
15
FOUND 1/2" IRON
ROD,
NO CAP PER (R1)
16
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
17
FOUND
1/2" IRON ROD,
NO CAP PER (R1)
18
FOUND 5/8" IRON
ROD WITH YELLOW PLASTIC CAP STAMPED "BKRK LS 1642", NO SURVEY OF RECORD
19
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
20
FOUND
TWO, 1/2"
IRON
RODS, WIRED TOGETHER, NO CAPS, LEANING NORTHWESTERLY PER (R1)
21
FOUND
1/2- IRON
ROD,
NO CAP PER (R1)
22
FOUND 5/8" IRON
ROD WITH ORANGE PLASTIC CAP STAMPED "BECON" PER (R9)
23
FOUND
1/2" IRON
ROD,
NO CAP PER (R10)
24
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
25
FOUND
1/2" IRON
ROD,
NO CAP, DISTURBED, LAYING SIDEWAYS PER (R1)
26
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
27
FOUND
1/2" IRON
ROD,
NO CAP PER (R1)
28
FOUND
1/2" IRON
ROD,
NO CAP, BENT, SHOT AT SPIN POINT, PER (R10)
29
FOUND
1/2" IRON
ROD,
NO CAP, BENT, SHOT AT SPIN POINT, PER (R1)
30
FOUND
1/2" IRON
ROD,
NO CAP, DISTURBED, LAYING SIDEWAYS PER (R1)
CS 2 094,0
RENEWS: 12/31/23