HomeMy WebLinkAboutSurvey 21604LINE
BEARING
DISTANCE
C
N00'08' 18"E
34.00
M
N00008 18 E
59.54
R1
N00'04 55"W
59.53'
M
N00'08'18"E
35.72'
R2
N00'04 55 W
35.70
M
S89051 38 E
47.02
R1
S89'55 09'W
46.96 *
M
S89'51'38"E
20.51 '
(R1)1
S89055 09 W
20.52
LEUENll
as noted
SURVEYORS
CERTIFICATE:
COUNTY SURVEYCIR0
0 = Found monument
= Set 1" Copper Plug in concrete
marked COLS LS69432 to
I, Kevin James Blakley,
69432 in the State of
a Registered Professional
Oregon, do hereby certify
Land Surveyor No.
that I or those under
LDESCHUTES
j j zQ2$� . O
gY.
replace said found and destroyed
my direct supervision have made a survey of the
lands shown on this
(R1,R2,R3) monument
plat of survey and further certify that said lands
were correctly
0 = Set 5/8" Iron Rod with Blue Plastic
surveyed according to
State Statutes and the Rules
of Common Law.
SURVEY
Cap marked "COLS LS69432" to
RECORD
OF
no lace said found and
* 1.0 offset (R1) post monumentation -
P
destroyed (R1,R2,R3) monument
SURVEYORS NARRATIVE :
SEPTEMBER 4 2025
(Distance shown is mon to mon)
0 =
Calculated osition onl not
p y,
-
The purpose of .this survey was to re monument those property corners
,
LOT 5 BLOCK 2
searched for in this survey
that were being destroyed during a sidewalk/concrete replacement
GRAND PEAKS AT SISTERS AND
(R1)
= Grand Peaks at Sisters by
Hayes A. McCoy filed 2/15/2018
project In Grand Peaks at Sisters and Grand Peaks at Sisters, Phase 2,
City of Sisters, Deschutes County, Oregon. Control for this survey was
GRAND PEAKS AT SISTERS, PHASE 2,
TRAPPER FIRST ADDITION
`POINT
(CS19583)
based on the referenced surveys hereon this survey map and existing
found during the this Basis
LOCATED IN THE SOUTHEAST ONE
-QUARTER
R2
( )
= Grand Peaks at Sisters, Phase 2
monuments as shown course of survey. of
M
i
by Hayes A. McCoy filed
bearings are ` based upon the Oregon Coordinate Reference System
Bend -Redmond
OF THE NORTHWEST ONE -QUARTER OF
A
,o
7/11 /2018 (CS19696)
(OCRS), -Prineville Zone, NAD83 (2011) epoch 2010.00,
o,��
i
(R3)
= Clearpine, Phase 3 by
on a measurement on the centerline of Diamond Peak Avenue,: being
SECTION 04, TOWNSHIP 15 SOUTH,
�. 'LOT 34 °-
1
Hayes A. McCoy filed 6/15/2018
South 89 51 38 East, as shown hereon this survey map. Basis of
Bearings determined by RTK (Real Time Kinematic) observation from the
RANGE 10 EAST, WILLAMETTE MERIDIAN,
a�^
LOT 33
Q)
(CS19677)
Held
Oregon Real Time GNSS Network. Only those monuments shown, those
J
I
= monument as noted
for control, and those that were being destroyed, were measured for
CITY
COUNTY,OREGON
o �.
ors �
®
= Reset monument as .noted
this surve . Ail monuments held and reset are as noted in the tableOF
Y
� ^
l --
�
i
,
(M)
=Measured
hereon this survey map and referenced using the centerline of the
W LOT 35
o
,
i
(C)
= Calculated
streets as alignments. Monuments found and set during the course of
this survey are shown on the subjoined map.
VOLUME 2020,
VOLUME 2013,
VOLUME 2009
PAGE 54665
PAGE 23893
Extended Centerline of << »
i �,'-Jantzen Court (Alignment J
f t
PAGE 32306
VOLUME 2005, PAGE 80641
LOT 36 v or measuremen purposes
W
t
o�
+o
zoo
W z
E-+ N .
LOT 37 z $ LOT 32 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT.9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
108
Cn 29 J 29'
�� '4 GRAND PEAKS AT SISTERS
o
LOT 38
a Icl
w .o
w `DOS wcw Alignment "G a,
z *' 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 N 9+00 9+50 10+00 10+50
o • - --1- - - - -t-- - - F-- - -�- - - I - --+- - -1 - --+- - -f - ---t - + - -+-- - t - -i- - F - -♦- - I- - -+-- - - - -f- -
c� a Q .- S89'S1'38"E 8
124
-� O
Calculated N
DIAMOND PEAK AVENUE
10 7.80
S89.55'09"w 1087.84'
(M)
(R1 N
�Centerine
Alignment J / G ...
BASIS OF BEARINGS
(O.C.R.S)
a
Intersection Point _
A „G"=Sta 0+00.00 Z 0� M
102
"J"=Sta 15+03.22 LLJ N �+ cnto
^
a
I--
Of
Q002
M
'
TRACT G o o LOT 17 LOT 18 LOT 19
LOT 20 LOT 21 LOT 22 LOT
23 LOT 24 LOT 25
LOT 26 n LOT 27 LOT 28 LOT 29 LOT 30 LOT 31
o+a
o
zo
V-
M�
E-i
o
N z
_TF�11_07
ce
0
+
Alignment "H" M J
r-
o
0
�'
101
12+00
12+50 13+00
O S89'5829"E 129.92' (C)
N E i S I N G DRIVE Calculated Centerline S U
N R A M C H P H A S
E 1
LOT 2 LOT 3
y Alignment "H"/"J" Angle Point
TRACT C
Sta 13+29.92
LOT 9
LOT 10
SUN RANCH LOFTS
LOT 1 LOT 2
LOT
W •//LV 1
� LOT 3
<01
LOT 4 �Y. \, �
LOT 7
� ( � LOT 7
LOT 5 LOT 6 I
POINT
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
DESCRIPTION
FOUND -
RESET 101-109 WITH 1 COPPER PLUG MARKED COLS
LS69432
1
G
0+05.00
0.007
293428.56
184366.31
Found
1.5"
Aluminum
Cap
marked "H.A.
MCCOY 65686LS"
per R1
**
2
H
12+00.00
0.00'
293255.33
184230.98
Found
5 8"
Iron Rod
with
Yellow Plastic
Cap marked "H.A.
MCCOY
65686LS"
per R3
3
J
12+63.92
0.00
293289.25
184360.98
Found
1.5
Aluminum
Cap
marked H.A.
MCCOY 65686LS
er R1
4
J
15+62.76
0.00'
293488.11
184361.46
Found
5 8"
Iron Rod
with
Yellow Plastic
Cap marked "H.A.
MCCOY
65686LS"
per R1
5
J
15+98.48
0.00'
293523.83
184361.54
Found
1.5'
Aluminum
Cap
marked H.A.
MCCOY 65686LS"
per R2
101
G
6+58.02
RT 167.56
293259.40
185018.92
Found
5 8
Iron Rod
with
Yellow Plastic
Cap marked H.A.
MCCOY
65686LS
er (R1)
102
G
6+58.19
RT 28.94'
293398.03
185019.43
Found
5 8"
Iron Rod
with
Yellow Plastic
Ca marked "H.A.
MCCOY
65686LS
per R1
103
G
10+71.80
LT 29.04'
293455.00
185433.18
Found
5 8
Iron Rod
with
Yellow Plastic
Cap marked "H.A.
MCCOY
65686LS'
Der R1
104
G
10+92.80
0.00
293425.91
185454.11
Found
1.5
Aluminum
Ca
marked H.A.
MCCOY 65686LSper
R1
**
105
G
1 1 +39.82
0.00
293425.79
185501.13
Found
1.5
Aluminum
Cap
marked H.A.
MCCOY 65686LSper
R1
offset 1.00 Easterly
106
G
11 +60.33
0.00'
293425.74
185521.64
Found
1.5"
Aluminum
Cap
marked "H.A.
MCCOY 65686LS'per
R1
107
H
12+00.06
LT 28.05'
293283.38
184231.05
Found
5/8 "
Iron Rod
with
Yellow Plastic
Cap marked "H A
MCCOY
ENGR"per
R3
108
J
15+98.07
RT 28.97 7
1 293523.35
184390.51
Found
5 8
Iron Rod
with
Yellow Plastic
Cap marked H.A.
MCCOY
ENGR er
R2
PREPARED BY: CENTRAL OREGON LAND SURVEYING, LLC, 2809 NW 11TH STREET, REDMOND, OREGON 97756 (541) 420-0082
TRACT B
** Monument Held for
BASIS OF BEARINGS
*** Found
Offset Monument 1.00'
Easterly
CLIENT: CENTRAL
OREGON EXCAVATION
& HAULING LLC
W.O.
# 25-22B
TRACT A
11+00 11
104 L4 105 l
Z
i 609
9 �y�s
REGISTERED
PROFESSIONAL
LAND SURV OR
OREGON
JANUARY 9, 200401�"
KEVIN JAMES BLAKLEY
69432
RENEWABLE 12-31-2025
PLATE ONE OF ONE
(:S 21604-