HomeMy WebLinkAboutSurvey 20718LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
RECORD OF SURVEY "TYE ENGINEERING." UNLESS NOTED OTHERWISE
FOR DAVID & KATHRYN SCHWEITZER L CALCULATED POSITION
(M) MEASURED
LOT 21, BLOCK 6, PLAT OF WOODSIDE RANCH PHASE II
BY
LOCATED IN THE SE 1 /4 OF SECTION 28, (P) PLAT
540, D FILED I10/02/19741CH PHASE1 C510895RGE J.
TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON (R1) OREGON CORNER RESTORATION RECORD #0417 BY
BRUCE WM. A. ROGERS, PLS 706, DATED 12/01 /1975
/ 0 O SFNF SEARCHED FOR NOT FOUND
(M)-N57'19'41"E 49.87'
%(P) 50.00'
00\SFNF
DETAIL A
SCALE: 1 "=10'
S03'05'17"E 2.00' 11
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP LOT 21
STAMPED "TYE ENGINEERING"
OFFSET 2.0' AND ON LINE
DUE TO EXISTING UTILITY
S03'05'17"E 295.08'
0
SCALE: 1 "=60'
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE
CENTRAL OREGON COORDINATE SYSTEM (COGS). GPS CALIBRATIONS
WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM,
REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SPECTRE
PRECISION 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.
SURVEYOR'S NARRATIVE:
MON.
DESCRIPTION
1
FOUND
5/8"
REBAR WITH NO CAP
2
FOUND
5/8"
REBAR WITH NO CAP
3
FOUND
5/8"
REBAR WITH NO CAP
4
FOUND
1 /2"
REBAR WITH NO CAP
5
FOUND
1 /2"
REBAR WITH NO CAP
6
FOUND
3" BRASS CAP PER R1
7
FOUND
1 /2"
REBAR WITH NO CAP
8
FOUND
1 /2"
REBAR WITH NO CAP
9
FOUND
1 /2"
REBAR WITH NO CAP
10
FOUND
1 /2"
REBAR WITH NO CAP
11
SET 5/8" REBAR STAMPED "TYE
ENGINEERING", OFFSET 2.0' AND ON LINE
12
CALCULATED
POSITION
13
CALCULATED
POSITION
(M) R=20.00. -------------------
�' \� s
/ T= 20.43'
/ CH BRG=N76'47'11"W "� �Q \�• >>.
/ CH L=28.58' j O1�31,Q� (r'�
�) . �,.
(P) R-3 �8 (M) R=50.00'
i5` •6,\ '•ram � L=90.93'
e=91'12 35 0;, o'- \(S �'- T=64.23'
CH BRG=N38'30'07"W '
' CH L=78.91'
\ '\ A=104'12' 0 3" '
' g (P) R=50.00'
ASPHALT '� O L-90 92'
(M) R=50.00' \, 13 `� e=104'11'10" LOT 22BLOCK 6 '
L=50.03' O \
T=27.33' SFNF P
LOT 19, CH BRG=SO'47'33"W 12 �(M 50.00'*28'34"E 50.00' i
BLOCK 6 CH L=47.97,
SEE DETAIL A
(P) R=50.00' 10�'
L=49.56'
e=56'47'45" ��' i 11 .
V 000
ORIGINAL EXISTING FENCE i SFNF (M) R=50.00' N�2409;35,, W 38
yy S. 69 ,
' S65'13'23"W '�"� `-- --� L=59.27' 3�6 5 (M) S62'07'38"W 50.00' T=33.67' 8
(P) 50.00' CH BRG=N47'29'16"E
CH L=55.86'
(M) R=50.00' A=67'5506"
L=61.68' '
»11 � 60�� T=35.45' (P) R=50.O0
O� .* ,� CH BRG=S63'12'46"E L=59.45
5� '09 e=68'07'14" O7
Q)S�' S-o -� CH L=57.84'
A=70'40' 48"
(P) R=50.00' -
®r L=61.87'
e= 70'53' 51 " F4 C
ZZ NN
0 CD LOT 21,
6 cri BLOCK 6 � 3:
i
(jf tv j-- u)
J co
LOT LOT 20, c°
N N
BLOCK 6 00
00
N N V) Ln
(o co
o�
0o
MONUMENT DETAIL
T18S R12E
' E S-28
Y16 S- 33
L.S.706 1975
(P) 589'46'02"W 382,32'
SFNF (M) S89'47'07"W 381.97'
DESCHUTES NATIONAL FOREST
THE PURPOSE OF THIS SURVEY IS TO SET THE BOUNDARY MONUMENTS FOR LOT 21, BLOCK 6, OF THE PLAT OF WOODSIDE RANCH, PHASE II,
DCOR 2021-59066 FOR DAVID AND KATHRYN SCHWEITZER. DURING THE COURSE OF THE SURVEY WE FOUND MONUMENTS ALONG THE NORTHERLY LINE, THE
EASTERLY LINE AND THE SOUTHERLY LINE. ALL EXISTING MONUMENTS WERE HELD FOR THE PROPERTY. IT WAS APPARENT DURING THE ORIGINAL PLAT THAT
A BAD ANGLE WAS TURNED INTO THE CUL—DE—SAC AS THE BEARING WAS OFF MORE THAN 2 DEGREES. THE DISTANCES FROM THE CUL—DE—SAC
MONUMENTS TO CORRESPONDING BACK CORNERS WERE OFF CONSIDERABLE DISTANCES (FROM 5.95 FEET TO 13.66 FEET) THE MONUMENTS IN THE
CUL—DE—SAC HAVE BEEN USED AND RELIED UPON SINCE THE PLAT. THERE IS EVIDENCE OF T—POST FENCING BETWEEN LOTS 19 AND 20 BLOCK 6, AND
ASPHALT PAVING FOR RIDGEVIEW PLACE CORRESPONDS WITH THE EXISTING MONUMENTED LOCATION. AT THE NORTHERLY CORNERS COMMON BETWEEN LOT 20
AND 21 THERE IS WATER METERS AND PHONE PEDESTALS LOCATED WHICH CREATED THE NECESSITY TO SET A WITNESS CORNER AT THIS LOCATION. FOR
THIS CORNER WE HELD MONUMENT #10 AND MONUMENT #8 WITH A RADIUS OF 50.00 FEET AND PROPORTIONED THE ARC LENGTH BETWEEN LOTS 20 AND 21.
RENEWS. 12/31 /23
EES " Cori , SuiRVEYOR
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