HomeMy WebLinkAboutSurvey 205635/8" REBAR,
1 /16 CORNER YPC MARKED "HWA"
NW CORNER -SECTION 6 5/8" REBAR, SW CORNER LOT 23,MILLER HEIGHTS
2-1/2" ,
BRASS CAP(R5) NO CAP PHASE S89 39 45 E 1206.83 (R5)
S89'30'17"E 1205.48'
S89'31'33"E 403.76'
--- - _9.61
-
14 13 S00'46'20"W 1.04'
1.16' (R3) O1
I
5/8" REBAR, I
YPC MARKED
DETAIL A "OTAK"
SCALE: 1 "=10' SCALE: 1 "=10'
I
LOT 23,
MILLER HEIGHTS,
PHASE 1
r-------------- - 5/8" REBAR,
YPC MARKED
"HWA"
(Di 'N' - S89'31'42"E 145.41'
S89'28'30"E 145.00' (R1)
------- --- -----
5/8- REBAR,
YPC MARKED
LOT 24,
MILLER HEIGHTS,
PHASE 1
5/8" REBAR,
YPC MARKED
"HWA"
_._
2 j S89'31'42"E 99.91'
S89'28'30"E 100.00' (R1,R2)
S89'31'44"E 99.78' (R3)
I w 0 "OTAK" 1 /2" REBAR, --�
O o NO CAP
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m o Z LOT 3, BLOCK 1,
KNOLL HEIGHTS
I o LOT 4, BLOCK 1, LA.FIRST ADD.
O A KNOLL HEIGHTS N4 w
FIRST ADD. a'
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5/8 REBAR, S
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I LOT 5, BLOCK 1,
KNOLL HEIGHTS i l
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1 3
110
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/ 8
5/8" REBAR,
CAP ILLEGIBLE
C2
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C1
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BOUNDARY SURVEY
LOT 3, BLOCK 1, KNOLL HEIGHTS FIRST ADDITION
LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION
6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, D ESCH U TES COUNTY, OREGON
I '
LOT 25,
MILLER HEIGHTS,
PHASE 1
S89'30'22"E 724.89'
S89'30'22"E 394.80'
S89031'42"E 99.91' S89031'42"E 208.80' N00'29'38"E 0.77'
S89'28'30"E 100.00' (R1)
S89'22'04"E 100.16' (R3)
I I S89 31 42 E 308.71
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LOT 2, BLOCK 1, o LOT 1, BLOCK 1, LOT 1, BLOCK 4,
KNOLL HEIGHTS m KNOLL HEIGHTS KNOLL HEIGHTS
FIRST ADD. FIRST ADD.
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1 /2" REBAR,
O1 NO CAP - - - -
RF Ate.
O�R�
00 s"
�do
1 /2" REBAR, 12
WITH YPC MARKED
"COOK ENG"
G10
G'b
5/8" REBAR,
WITH YPC MARKED
"SCE&S"
12 N89'36'35"W 20.00' (R4)
20.00 H ( ELD)
............. _. _
O
1/4 CORNER
(NOT FOUND)
5/8" REBAR,
WITH RPC MARKED
"LS1020"
NE CORNER
LOT 1, BLOCK 4,
KNOLL HEIGHTS
I
I
SCALE: 1 "=30'
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) KNOLL HEIGHTS FIRST ADDITION, BY DAVID B ARMSTRONG,
PLS 01026, FILED 12/29/1975, CS07903
(R2) KNOLL HEIGHTS FIRST ADDITION BLOCK 1, LOT 3, BY
GEORGE J. COOK, PLS 00540, FILED 8/12/1976, CS07907
(R3) MILLER HEIGHTS PHASE 1, BY DAVID R. WILLIAMS, PLS
02686, FILED 12/24/1996, CS12786
(R4) WEST BEND VILLAGE PHASE 1 POST MON, BY GEORGE W.
COLVIN, JR., PLS 01020, FILED 7/11 /1995, CS12248
(R5) NW 1/4 MILLER, BY MICHAEL TYE, PLS 01046, FILED
2/14/1978, CS03739
(D1) DEED, 2010-40608, RECORDED 10/12/2010
SURVEYOR'S NARRATIVE:
WE WERE HIRED BY LESLIE WILSON TO PERFORM A BOUNDARY SURVEY
FOR THE PROPERTY LOCATED AT LOT 3 OF KNOLL HEIGHTS FIRST
ADDITION LOCATED IN GOVERNMENT LOT 3, SECTION 6, TOWNSHIP 18
SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN. FOR THE
NORTH LINE OF LOT 3 WE HELD LOCATION 2 TO LOCATION 4 AND
PROPORTIONED THE DISTANCE TO LOCATION 3. FOR THE CUL-DE-SAC
RADIUS AT SW OVERTURF AVENUE, WE HELD THE RECORD RADIUS
FROM LOCATIONS 10 AND 11. FOR THE SOUTH LINE OF LOT 3 WE HELD
RECORD DISTANCES FROM LOCATION 10 TO LOCATION 5 WITH THE ARC
FROM LOCATION 6 TO LOCATION 5 GETTING THE REMAINDER 90.14'
(90.00' PER R1). THERE IS A GAP BETWEEN THE PLATTED LINE OF
KNOLL HEIGHTS FIRST ADDITION FROM LOCATIONS 1, 2, 3, AND 4 AND
THE NORTH LINE OF SECTION 6 FROM LOCATIONS 12, 13, AND 14. THIS
DIFFERENCE WAS MEASURED AT 1.04 FEET AT LOCATION 1 AND 0.77'
AT LOCATION 4. DAVID WILLIAMS IN MILLER HEIGHTS, PHASE 1 (R3)
ALSO RECOGNIZES THIS GAP.
BASIS OF BEARINGS AND CONTROL
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
COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A
MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM
IS NGVD 29
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
16.31'
15.00'
9.07'
S87'20'15"E
15.52'
62*17'59"
C1(R1,R2)
16.31'
15.00'
62*17'50"
C2
38.28'
50.00'
20.13'
N78'07'14"W
37.35'
43'51'56"
C2(R1,R2)
38.28'
15.00'
43'51'50"
C3
40.03'
330.00'
20.04'
S65'38'02"W
40.01'
6'57'00"
C3(R1,R2)
40.03'
330.00'
6'5658"
C4
43.87'
50.00'
23.46'
S54'48'32"W
42.48'
50*16'32"
C4(R1)
44.67'
50.00'
51 *11'14"
C5
90.14'
330.00'
45.36'
S76'56'05"W
89.87'
15'39'05"
C5(R1)
90.00'
330.00'
15'37'34"
C6
102.70'
50.00'
82.70'
S29'10'140PE
85.57'
117*41'01"
C7
60.25'
50.00'
34.39'
SO4'50'55"E
56.67'
69'02'23"
C7(R1)
60.35'
50.00'
69*09'13"
C8
42.45'
50.00'
22.60'
S63'41'26"E
41.19'
48'38'39"
C8(R1)
42.45'
50.00'
48'38'28"
C9
34.74'
50.00'
18.10'
N72'04'58"E
34.05'
39'48'33"
C9(R1)
34.74'
50.00'
39'48'46"
C10
1 75.67'
270.00'
38.08'
1 S59'15'09"W
75.42'
16'03'24"
C10(R1)
75.00'
270.00'
15'54'56"
DESCHUTES COUNTY SURVEYOR
FILED 117-0Iz07-1 Was -0•-�� .
REGISTERED
SSI ON AL
L D URVEYOR
OREGON
May 12, 2010
DIRK P. DURYEE
65694PLS
RENEWS: 12/31 /21
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