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RECORD OF SURVEY
NARRATIVE;
•
FOUND MONUMENT AS NOTED
FOR JIM FRIDERICI
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE PROPERTY CORNERS OF LOT 7, BLOCK 3, SECOND
ADDITION TO STAGE STOP MEADOWS.
Q
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING"
LOT 7, BLOCK 3, SECOND ADDITION
TO STAGE STOP
WE FOUND AND HELD MONUMENTS FOUND ALONG THE SOUTHERLY RIGHT OF WAY OF PONY EXPRESS WAY. WE HELD THE
BEARING FROM THE FOUND MONUMENT AT THE SOUTHWEST CORNER OF LOT 6 AND THE ANGLE POINT ALONG THE SOUTH
LINE OF LOT 7. THE SOUTHWEST CORNER OF LOT 7 WAS ESTABLISHED BY SINGLE: PROPORTION. WE HELD THE BEARING
(P)
(F)
PLAT OF SECOND ADDITION TO STAGE STOP MEADOWS BY
DONN E. STEMM, PLS 715, FILED 12-12-1977, CS09903
BOUNDARY SURVEY BY SCOTT C. FRESHWATER, PLS 2253,
MEADOWS LOCATED IN THE SE 1 /4
TOWNSHIP 20 SOUTH, RANGE 10 EAST,
COUNTY, OREGON
OF SECTION 23
W.M., DESCH U TES
BETWEEN THE FOUND MONUMENT AT THE NORTHEAST CORNER OF LOT 8 AND THE FOUND MONUMENT NEAR THE
SOUTHEAST CORNER OF LOT 8. THE RECORD DISTANCE WAS USED TO ESTABLISH THE CALCULATED SOUTHEAST CORNER
OF LOT 8. WE HELD THIS CALCULATED POSITION AND THE ANGLE POINT IN THE SOUTH LINE OF LOT 7. THE SOUTHEAST
CORNER OF LOT 7 WAS ESTABLISHED BY SINGLE PROPORTION.
IT IS UNCLEAR AS TO WHY THE SOUTHERN PROPERTY CORNERS OF LOTS 6 7 AND 8 APPEAR TO BE LONGER THAN THE
FILED 08-06-2009, CS18030
PLAT RECORD DISTANCES. IN A SURVEY BY SCOTT FRESHWATER OF LOT 6 (F) HE FOUND THE EAST LINE OF LOT 6 TO BE
SCALE: 1 "=20'
107.19 FEET. OUR MEASURED DISTANCE BETWEEN FOUND MONUMENTS IS 109.17 FEET LEADING US TO BELIEVE THE
SOUTHWEST CORNER OF LOT 7 HAS BEEN DISTURBED. THEREFORE WE DID NOT HOLD THE MONUMENTS FOUND NEAR THE
SOUTHEAST CORNERS OF LOT 7 AND 8 AS BOTH APPEAR TO BE 3.11 AND 3.13 FEET LONG.
THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM, SEE BASIS OF BEARING NOTE,
AON AREA
,\-FOUND 5/8"
IRON ROD, NO
CAP, HELD
00
un. � 0
� p N
Q0
o co
O O
0 cp
�O o
c9 DTI
Cl
LOT 6
FOUND 5/8.-/
IRON ROD, WITH
ORANGE PLASTIC
CAP STAMPED
"LS 2253", HELD
N89'50'03"E 167.87' (F)
S89'46'05"W 167.79' (P)
N89'50'41 "E 167.94'
107.48' (P)
/ 107.58'
S87'27129"E 107.60' -
S88'32'45"E 107.43' (F)
FOUND 5/8"-
FOUND 5/8" IRON ROD, NO
IRON ROD, NO CAP, NOT HELD
CAP, HELD COMMON AREA
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
120.42'
940.00'
60.29'
S8713'13"W
120.34'
7'20'25"
C1 (P) 120.56 940.00' N87'42'37"E 120.48' 7'20'55"
C1 (F) 120.59 940.00' S87'11'05"W 120.51' 7'21'01"
C2
67.63'
1 940.00'
33.83'
N86'14'12"W
67.62'
4'07'20"
C2 (P) 67.52' 940.00' S86'33'27"E 67.50' 4'06'55"
C2 (F) 67.52' 940.00' S86*19'47"E 67.51' 4'06'57"
o a,
00
00
W W
N in N
_ o
N � N
N .
000
V) z z
60.31' (P)
60.36'
C2
FOUND 5/8"__'�/
IRON ROD, NO
CAP, HELD
LOT 7
r fN85'03'28 E 60.67'
NB6'57'35"E 60.56' (F)
�S00'58'32"W
5.06'
FOUND 5/8"
IRON ROD, NO
CAP, HELD
--PONY EXPRESS _ `.S WA Y
S84'300E 175.91' (P)
S84'28'11 "E 175.93'
53.01 '
53.00' (p)
FOUND 5/8"
IRON ROD, NO
CAP, HELD
53. Do' (p)
53.01'
FOUND 5/8"
IRON ROD, NO
CAP, NOT HELD
N84°30'W 164.52' (P)
S84'26'39"E 164.54'
111.52' (P)
S07'11'37"W 111.53'
3.11'
F�ESCHIfTES COUNTY SURVEYOR
Fl�ED.C1 �22 By._unktllga
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
HYPER 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
122.92,
122.91' (P)
FOUND 5/8"
IRON ROD, NO
CAP, HELD
FOUND 5/8" IRON-/
ROD, NO CAP,
HELD FOR LINE
COMMON
AREA
CALCULATED
POSITION
RENEWS: 12/31 /21
CS 2oza7