HomeMy WebLinkAboutSurvey 20526LOCATED IN THE NE 1 /4 OF THE NW 1 /4 OF SECTION
27, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OP1 r /
5/8" REBAR WITH YPC
MARKED CWEC
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/ Ci
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/ 2'y°t1 6p,9
"
559� 09,5.5 E
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SFNF
WELLS ACRES ROAD O
1
C7
/ G6 SFNF
SFNF i
/ 5/8" REBAR, 7N10rP I
/ LOT 21, BLOCK 6
60 TAMARACK PARK
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SFNF I
I
a �
2> SS, LOT 20, BLOCK 6 5/8" REBAR,
,7 Sy, /Y TAMARACK PARK
IQ i��oe BROKEN CAP y�a
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e2� ��RJ Rkl
0 RJ 0 00 l
9Q, Z^E 6 6o o>%
LOT 19, BLOCK 6
TAMARACK PARK
N89'36'01"E 120.00'(R4)
N89'36'02"E 120.00'(R1)
N89'33'44"E 120.07'
50.00'(R3) 1�-SFNF 60.00' (R3)
SFNF I 10.00'(R4)
/ 6ti I I 1
/ I I I LOT 14, BLOCK 6
LOT 18, BLOCK 60 to
I LOT 16, BLOCK 6 TAMARACK PARK \ \
TAMARACK PARK o LOT 17, BLOCK 6 I TAMARACK PARK 1
TAMARACK PARK
F/ SFNF
5/8" REBAR �^�) �^ I I I LOT 15, BLOCK 6
WITH NO CAP M TAMARACK PARK
co 5/8" REBAR WITH YPC
2 MARKED "LS980"
O4 N89I10.00' (R4)'36'02"E 95.05'(R3) O �
N89'58'01"E 95.00' 75.00'LR3) I 60.00'(R1) 25.66'(R1) L=45.71'(R1
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
55.36'
183.23'
27.89'
N50'28'54"E
55.15'
17'18'44"
C1(R1)
55.43'
183.45'
27.90'
N50'30'09"E
55.22'
1718'47"
C1(R2)
55.43'
183.45'
55.19'
17*18*47"
C1(R4)
55.43'
183.45'
27.90'
N50'3010"E
55.22'
17'18'47"
C2
90.37'
120.00'
47.45'
S37'31'33"W
88.25'
43'08'55"
C2(R1)
91.23'
120.00'
47.95'
N37'22'50"E
89.05'
43'38'26"
C2(R3)
91.23'
120.00'
43'33'27"
C3
27.75'
15.00'
19.90'
S37'02'04'E
23.96'
105'59'50"
C3(R1)
27.75'
15.00'
19.90'
S37'23'56"E
23.96'
106'00'02"
C3(R3)
27.75'
15.00'
106'00'08"
C4
35.01'
183.23'
17.56'
N36'21'05"E
34.96'
10'56'53"
C4(R1)
35.05'
183.45'
17.58'
N36'22'20"E
35.00'
10*56'52"
C4(R2)
35.05'
183.45'
35.00'
10'56'52"
C4(R4)
35.05'
1 183.45'
17.58'
N36'22'21"E
35.00'
10'56'52"
NE MONTEREY AVENUE
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C5
48.58'
183.23'
24.43'
N23'16'53"E
48.44'
15'11'32"
C5(R1)
48.64'
183.45'
24.47'
N23'18'08"E
48.50'
15'11'31"
C5(R2)
48.64'
183.45'
48.50'
15'11'31"
C5(R4)
48.64'
183.45'
24.47'
N23'18'09"E
48.50'
15'11'32"
C6
25.70'
19.98'
14.97'
S52'29'37"W
23.96'
7342'14"
C6(R1)
25.70'
20.00'
14.97'
S52'30'52"W
23.97'
73'37'04"
C6(R4)
25.70'
20.00'
14.97'
S52'30'50"W
23.97'
73'37'04"
C6(R2)
25.70'
20.00'
24.03'
7337'04"
C7
74.06'
1017.84'
37.04'
N87'13'05"E
74.04'
410'07"
C7(R1)
74.15'
1019.08'
37.09'
S87'14'20"W
74.13'
4*10'08"
C7(R2)
74.15'
1019.08'
74.13'
4*10'08"
C7(R4)
74.15'
1019.08'
37.09'
S87'14'20"W
74.13'
410'08"
LINE TABLE
LINE
LENGTH
DIRECTION
L1
32.79'
S4713'12"E
L1(R1)
32.77'
1447'10'54"W
L1(R3,R4)
32.77'
S47'10'57"E
L2
48.80'
N8458'31"E
L2(R1)
48.77'
N85'08'44"E
L2(R4)
48.77'
N85'00'46"E
L3
52.16'
N71'24'39"E
L3(R1,R4)
52,13'
N71'27'55"E
L4
17.13'
N67'05'23"E
L4(R4
17.12'
N67'07'42"E
O �
) If �
N6� 7SF
�' SFNFNF \ \ LOT 12, BLOCK 6 \
\ TAMARACK PARK
\ LOT 13, BLOCK 6 \ \
TAMARACK PARK \ \ \
SCALE: 1"e30'
BOUNDARY SURVEY FOR
LOT 19, BLOCK 6,
TAMARACK PARK
WE WERE HIRED BY STEVE BERG TO PERFORM A
BOUNDARY SURVEY AND SET ALL MISSING
MONUMENTS ON LOT 19, BLOCK 6 OF TAMARACK
PARK LOCATED IN SECTION 27, TOWNSHIP 17
SOUTH, RANGE 12 EAST OF THE WILLAMETTE
MERIDIAN. ONLY THE SOUTHWEST CORNER OF THE
ORIGINAL CORNERS WAS FOUND ON SAID LOT 19
AND MANY CORNERS FROM THE ORIGINAL PLAT
WERE MISSING ON ADJACENT LOTS. FOR
RETRACING THE WEST LINE OF SAID LOT 19, WE
SCALED AT ROTATED PLAT DIMENSIONS FROM
LOCATION 1 TO LOCATION 3 TO RE-ESTABLISH
LOCATION 2 AND 10. FOR RETRACING THE SOUTH
LINE OF SAID LOT 19, WE SCALED AND ROTATED
PLAT DIMENSIONS FROM LOCATION 3 TO LOCATION
9 TO RE-ESTABLISH LOCATIONS 5, 6 AND 7. THE
RESULTING LINES BETWEEN LOCATION 2 AND
LOCATION 7 FIT WELL WITH RECORD.
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(Rt) TAMARACK PARK, BY RICHARD H. GRAUE, PLS
00930, FILED 9-25-1978, CS10059
(R2) BOUNDARY SURVEY, MICHAEL W. TYE, PLS 01046,
FILED 7-9-1984, CS10066
(R3) BOUNDARY SURVEY, EDGAR W. GRAVES, PLS 00980,
FILED 8-28-1985, CS10067
(R4) BOUNDARY SURVEY, GARY HICKMAN, PLS 01678,
FILED 10-6-1980, CS02845
SFNF SEARCH FOR, NOT FOUND
® LOCATION
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 HYPER GPS. THE CALIBRATION TIES
MULTIPLE COCS POINTS USING PUBLISHED
COORDINATES. THE COCS HORIZONTAL DATUM IS
NAD83 (91) AND USES A MOLONDENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS
NGVD 29
DESCHUTES COUNTY Y SURVEYOR
FILED L s 20Z BY: COILS
RENEWS: 12/31/21
2656-BERG BOUNDARY-5-24-2021.dwg
CS 20i26ii