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DETAIL I
SCALE: 1 "=30'
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DETAIL 2-
SCALE: 1 "=10'
MON.
MONUMENT DESCRIPTION
1
2" BRASS CAP MARKED"LS 654"
2
3-1/4" BRASS CAP C-1/4
3
CALCULATED POSITION FROM REFERENCE MON. IN BOX -SECTION CORNER
OCRR 1517 2" BRASS CAP, DOWN 18"t
3A
NAIL AND WASHER IN 30" JUNIPER TREE S79'06'11 "W 134.32' FROM
CORNER
3B
NAIL ON POWER POLE N70'25'37"W 83.84' FROM CORNER
3C
NAIL AND WASHER ON POWER POLE N78'05'10"E 123.62' FROM CORNER
4
5/8" REBAR, NO CAP
5
5/8" REBAR, NO CAP, MONUMENT TIED TO FENCE POST AND IS
S23'03'34"E 0.66' FROM PROPERTY CORNER.
6
5/8" REBAR, NO CAP IN CONCRETE
7
5/8" REBAR, NO CAP
8
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
g
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
10
SET 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
11
SETS 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
12
5/8" REBAR, NO CAP MONUMENT IS 0.37' EAST OF PROPERTY LINE
13
5/8" REBAR, NO CAP
14
3-1/4" BRASS CAP WEST 1/4 CORNER
BOUNDARY SURVEY FOR TAXLOTS
1612080001500 AND 1612080001501
LOCATED IN THE S 1/2 OF THE NE 1/4 OF THE SW 1/4 AND
THE SE 1/4 OF THE SW 1/4 OF SECTION 8, TOWNSHIP 16 SOUTH,
RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
LEGEND
N89'36'48"E 2638.95'(R3)
FOUND MONUMENT AS NOTED
N89'37'00"E 2636.13'(R2) �
N89'36'38"E 2636.16'(R1) WHITE ROCK LOOP 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
N89'32'54"E 2636.12' _ — — "TYE ENGINEERING." UNLESS NOTED OTHERWISE
14 . . 649.02' 669.04'
1 , (R1) LOT LINE ADJUSTMENT LL-95-69,
BY JOEL G. SMITH, PLS 02355, FILED 12/8/1995, CS12407
iPROPERTY LINE 1 /64 SECTION LINE , (R2) MINOR LAND PARTITION MP -84-6, BY JAMES R. TYE, PLS 01104, FILED 5/7/1984, CS01761
00
0 I LOT 8, HORIZON LOT 9, HORIZON
co VIEW RANCHES o0 VIEW RANCHES I (R3) HORIZON VIEW RANCHES,
I I I (I BY GEORGE W. COLVIN JR, PLS 01020, FILED 9/14/1976,
f ca CS07635
20.00 �—
(R4) PARTITION PLAT 1990-01(MP 89-031),
LOT 7, HORIZON VIEW RANCHE 5 S89'36'33"W 648.99(R3) 4 11 Sgg•36'33"W 648.99'(R3)9 ( BY RAYMOND E. OMAN, PLS 00702, FILED 1 /25/1990, CS
I ' O 30.00 01762
— N89 32 31 E 649 02 N89 32 31 E 638 97
SCALE: 1 "=300'
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SEE DETAIL 3
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18 17
N89 32 31 E 658.99 'j N89 32 31 E 628.99 I
S89'36'25"W 659.02'(R1) S89'36'25"W 629.02'(R1)
12
1.
— — I 30.00'
1 EASEMENT
SEE DETAIL 2
i.
PER (R4)
LOT 6, HORIZON VIEW RANCHES d 1 I co rr
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00 1 in N co
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N rn rn TAXLOT TAXLOT ¢ 1 I o 0
1612080001500 0)1612080001501 rn 0')I O z z z
LOT 5, HORIZON VIEW RANCHES (D2) W (D1) i:V) ui
o N N
t0 :—
z 14- 00 pp to
131 0 o o o o a o it
O' O <
cn in 0 O o 0 1 0
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°o ` Z
°) 10.00' ROADLL_
00 00 3: DEDICATION PER
N Lo �' (R2) 1
M LO N
00-11
1— 60.00
o00 15.00'
'
LOT 4, 0 0 o IRRIGATION EASMENT —�-'
I HORIZON to PER (R2) 1
Lor
SEW 8"E 658.9T R2 N89'35'48"E 628.97'(R2i
j
RANCHES N89 35 4 ( ) N89.35'48"E 628.95'(R1N89'35'48"E 658.95'(R1) 8 89'31'21"W 658.89' !—S89.31'21 "W 628.830.00' S89'31'21"W 2635.5N89'35'48"E 2635.78'(R1) 30.00'MARSH ROAD N89'35'48"E 2635.89'(R2)N89'43'00"W 2635.57'(R5) op SEE
g'E 134.32'(W�
N� 577.06' 11
• 123�2'tR5�7�' $ _1343?'
_ 123
16 1 83 84'yW 4 (Rs� 3B
DETAIL 3
SCALE: 1 "=100'
NAM
OESCHUTES COUNTY ►Ap
FILED,:3 -3'0 -2-02-z- BY: Okw"' t\
(R5) OCRR NUMBER 1517(16120800),
BY KENNETH L. GRANTHAM, PLS 2282,
FILED 11 /15/1999
(D1) STATUTORY WARRANTY DEED 2017-014548
DATED 4/17/2017
DESCHUTES COUNTY OFFICIAL RECORDS
(D2) STATUTORY WARRANTY DEED 2021-12390
DATED 2/26/2021
DESCHUTES COUNTY OFFICIAL RECORDS
® LOCATION NUMBER
SURVEYOR'S _NARRATI
THE PURPOSE OF THIS SURVEY IS TO SET MISSING CORNERS OF
THE PROPERTIES DESCRIBED IN DESCHUTES COUNTY OFFICIAL
RECORDS DOCUMENT NUMBER 2021-12390 AND DOCUMENT
2017-014548 LOCATED IN THE SOUTHWEST 1/4 OF SECTION 8,
TOWNSHIP 16 SOUTH, RANGE 12 EAST OF THE WILLAMETTE
MERIDIAN. BOTH PROPERTIES ARE HISTORICALLY DESCRIBED IN
TERMS OF ALIQUOT PARTS. FOR THIS SURVEY WE BROKE DOWN
THE SOUTHWEST 1/4 OF SAID SECTION 8. WE DID NOT GET A
MEASUREMENT DIRECTLY ON THE SOUTHWEST CORNER OF SECTION
AND USED THE PROVIDED REFERENCE POINTS FROM OCRR INDEX
FILE 1517.
BASIS OF BEARING -.-
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.
RENEWS: 12/31 /23
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