HomeMy WebLinkAboutSurvey 21352LINE TABLE
LINE
LENGTH
DIRECTION
L1
19.93'
S88'25'16"E
L2
22.83'
N88°3441"E
L3
118.04'
N80'31'27"E
L4
57.18'
S44'08'26"E
L5
130.86'
S09'24'59"W
L6
150.08'
N04'44'37"E
L7
200.25'
N00'01'40"W
L8
200.00'
NO2°50'04"E
L9
36.45'
S12*17'49"W
L10
26.15'
S12-17'49"W
L11
59.06'
S12-17'49"W
RECORD LINE DATA
LINE
LENGTH
BEARING
L1 (R2)
19.93'
S88-22'48"E
L2 (R2)
22.61'
S88'22'12"W
60.00' RIGHT OF WAY 60.00' RIGHT OF WAY
COMMON PINEBROOK BLVD. PER (R1) PINEBROOK BLVD.
AREA REPLATTED IN (R2)
SCALE: 1 =100 PHASE
2 3
P�NEBR00_----- ----- --- -- -- ---
Cl C2
CALCULATED L1 L2
POSITION "A"
o O
w
c O
�; i SUBJECT
N
0 PROPERTY
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
179.88'
3172.14'
89.97'
N89'57'15"E
179.86'
3*14'57"
C2
94.66'
6440.13'
47.33'
S88'59'56"W
94.66'
0'50'32"
RECORD CURVE DATA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl (R2)
179.93'
3172.14'
179.91'
03*15'00"
C2 R2)
6440.13'
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
(R1) PINEBROOK PHASE I, BY GEORGE COOK,
PLS 540, RECORDED 8-27-1974, CS08895
(R2) PINEBROOK PHASE II, BY MICHAEL TYE, PLS
1046, RECORDED 08-18-1976, CS08905
(R3) BEND PARKWAY, UNIT 3C BY JULES WETZEL,
PLS 1958, FILED 11-06-2000, CS14250
(R4) SURVEY BY ROBERT CHURCHILL, PLS 77636,
FILED 09-26-2017, CS19466
(R5) SURVEY BY PAT MARQUIS, PLS 2382, FILED
09-21-2012, CS18429
(D1) DEED TO STATE OF OREGON, DEPARTMENT OF
TRANSPORTION, RECORDED 02-14-2000, IN
VOLUME 2000, PAGE 5616
DESCHUM COUNr- V SURVEY
f 2v2y Y° LtL�__
LOT 1 (c -;- I 3.97 ACRES
COMMON
AREA N I
..--- DRY CANAL
BOTTOM
s
O 1
O
O
'd-
I
I
I
412+50, 150'
413+20
75'
I
J
T I
414+50, 90'
o
0
416+00, 95'
LOT 2 PINEBROOK, n
PHASE II \ ' Q
DRY CANAL O Nc
Op BOTTOM , -� O jr
N N
Of ON
LOT 3 CNN C'4 0)
3 ^ 3 cn N N 418+00
� 0 85' Q
LOT 4 0 00 �563-
SS 8 o" 00
S633 s 4(� F �
z LOT 5
O
S35 07 584E 20+00, +
87.40' 0)85 , N
S35'04'1 YEd-
LOT 6 170.08' (R2) O
� L10
CALCULATED
LOT 7 POSITION "B" J �1
PER (R5) i
L3 r 421 +20, 105'
COMMON AREA �
O P� �-
J
Q� 1
� RECORD OF SURVEY
�casr unc or JIM DOUGLAS
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N
o
GI TERED
P FE SI ON AL = �'
A S R VEYOR
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CA �
OREGON `O
May 12, 2010
O N `I
DIRK 65 9 DLRYEE
N
RENEWS: 12/31 /25 d" O
i
NW1Nw1 /4
SEC.. 17 LOCATED IN THE NW 1/4 NW 1/4 OF SECTION 17,
1
TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE SUBJECT
PROPERTY OWNED BY JAMES H. DOUGLAS; JAMES H. DOUGLAS, TRUSTEE OF THE
MARGARET GERALDINE SYMONS' TRUST A; AND JAMES H. DOUGLAS, TRUSTEE OF THE
MARGARET GERALDINE SYMONS' TRUST B. SAID PROPERTY IS A REMAINDER TRACT
ORIGINALLY DESCRIBED AS THE NW 1/4 NW 1/4 OF SECTION 17, TOWNSHIP 18 SOUTH,
RANGE 12 EAST BEING A PORTION OF THAT TRACT OF LAND DESCRIBED IN VOLUME
204, PAGE 755, DESCHUTES COUNTY OFFICIAL RECORDS.
THE SUBJECT PROPERTY IS BOUNDED BY THE PLAT OF PINEBROOK PHASE II AND US.
HIGHWAY 97 (THE PARKWAY). NO MONUMENTS WERE SET BY ODOT ALONG THE
SUBJECT PROPERTY AND NO MONUMENTS WERE SET ALONG THE EAST LINE OF THE
PLAT OF PINEBROOK, PHASE II BUT IS NOTED AS THE CENTERLINE OF AN IRRIGATION
CANAL.
WE CALCULATED THE CENTERLINE OF THE PARKWAY USING THE NORTHING &
EASTINGS FROM (R3) AND ROTATED TO FIT FOUND MONUMENT NO. 3 (ODOT NO.
2117) AND MONUMENT NO. 4 (ODOT GPS CONTROL POINT 12). FROM THE CALCULATED
CENTERLINE WE ESTABLISHED THE WESTERLY RIGHT OF WAY ALONG THE SUBJECT
PROPERTY HOLDING STATIONING AND OFFSETS FROM (D1).
ALONG THE SOUTHERLY RIGHT OF WAY OF PINEBROOK BLVD AS REPLATTED IN THE
PLAT OF PHASE it (R2), WE FOUND AND HELD MONUMENTS NO. 1, 2 AND 3 PER
(R2). WE HELD A TANGENT CURVE AND RECORD RADIUS FROM MONUMENT NO. 3
HEADING EASTERLY TO THE RIGHT OF WAY OF THE PARKWAY. WE HELD THE RECORD
RADIUS AND MONUMENTS NO. 1 AND 2 TO ESTABLISH CURVE (Cl). WE HELD A
TANGENT LINE FROM THE WEST END OF (Cl) MONUMENT NO. 1 HEADING WESTERLY
FOR THE SHORT TANGENT TO THE CENTERLINE OF AN ARNOLD IRRIGATION CANAL PER
(R2) CALCULATED POSITION "A".
THE EXISTING CANAL ALONG THE PLAT OF PINEBROOK, PHASE II IS NO LONGER IN
USE. AS A CHECK WE LOCATED THE BOTTOM OF THE CANAL AS SHOWN AND NOTEDD
THAT THE EAST LINE OF (R2) DID FIT EXACTLY WITH THE ACTUAL LOCATION OF THE
CANAL. WE DECIDED TO HOLD THE PLAT (R2) INFORMATION FOR THE WEST LINE OF
THE SUBJECT PROPERTY. WE CALCULATED THE SE CORNER OF LOT 6, BLOCK EIGHT,
PINEBROOK PHASE II (R2) BY HOLDING THE NORTHING AND EASTING CALLED OUT IN
(R3) ROTATED TO FIT FOUND MONUMENTS NO. 3 AND NO. 4. WE HELD THE PLAT
DIMENSIONS PER (R2), ROTATED TO FIT CALCULATED POSITIONS "A" AND "B" FOR THE
EAST LINE OF (R2) AND THE WEST LINE OF THE SUBJECT PROPERTY. THIS FIT WELL
WITH THE PLAT AND FOUND MONUMENT NO. 5 SET IN (R4).
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
SP80 SPECTRA 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.
MONUMENT AND REFERENCE TABLE
NO.
DESCRIPTION
1
FOUND 5/8"
IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER (R2)
2
FOUND 5/8"
IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER (R2)
3
FOUND 5/8"
IRON ROD, NO CAP PER (R2)
4
FOUND 3" BRASS CAP IN IRON TUBE STAMPED "OREGON STATE HIGHWAY DIV
DO NOT DISTURB GPS B012"
5
FOUND 5/8"
PER (R4)
IRON ROD WITH YELLOW PLASTIC CAP STAMPED "ODOT R/W"
CS 21352-