HomeMy WebLinkAboutSurvey 21594w 1/16
SEC 31 & 30
I1356
CALCULATED NW 1/16 SEC 31 1 (S89'33'30"W 1312.93')(R27)
HR D PFR rg9nl47 1 �_�S2Q'ZZ'Z(1'°� 1 Z17 Z'
RECORD OF SURVEY
PRE-CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH AWBREY BUTTE DRAINAGE DESIGN PROJECT
LOCATED IN THE NORTHWEST (1 /4) AND NORTHEAST QUARTER (1 /4) SEC 31,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
NW SAGINAW AVE
Ifl-ICN
1/16
SEC 31
(N89'42'07
(S89'44'57"
• ,
AW 13
E 132
w r "
lvvv WLJIIVU T ft vc
A/W nt-.nFN A l/F
22.01')(R2)
.
2.02')(R27)
_y^ ��)
SEE DETAIL 'A'
THIS SHEET
1)70
• ❑___ - . - -- 1287 S89 43 3 I t I JL I . /
N:387299.07
E:3285386.43 NW NEWPORT AVE
1 Pr;r=nin
Q SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE"
® FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE', HELD
UNLESS OTHERWISE NOTED
❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED
(Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
® MONUMENT NUMBER. SEE TABLE
Fiff CONTROL NUMBER. SEE TABLE
INST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
ROW RIGHT-OF-WAY
IR IRON ROD
IP IRON PIPE
YPC YELLOW PLASTIC CAP
RPC RED PLASTIC CAP
DCSO DESCHUTES COUNTY SURVEYORS OFFICE
DCOR DESCHUTES COUNTY OFFICIAL RECORDS
CJ COMMISSIONERS JOURNAL PER DCOR
* CALCULATED MEASUREMENT
REGISTERED
PROF L
LAND'SURVE,Y7OR
DESCHUTES COUNTY SURVEYOR OREGON
JULY 11, 2023
FILED og BY: � . S CORE; P$ 3HEC0
EXPIRES: 12-31-2026
SHEET INDEX
SHEET 1) CONTROL, SECTIONAL MONUMENTS, LEGEND.
SHEET 2-4) NW COLLEGE WAY, NW PORTLAND AVE, NW JUNIPER ST, NW
14TH ST, NW 12TH ST, NW 11TH ST, LEGEND, CONTROL AND
MONUMENT TABLES.
SHEET 5) SURVEY NARRATIVE AND REFERENCES.
0 200
1 INCH = 200 FT.
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1279
387312.57
3288027.28
FOUND 5/8- REBAR W/ YELLOW PLASTIC CAP MARKED "W&H PACIFIC PER
R32
1281
387282.09
3288139.48
FOUND 3/4" OUTER DIA. IRON PIPE DOWN 1.20 FEET
1287
387288.94
3286699.32
FOUND 5/8" REBAR W/ YPC, ILLEGIBLE
1356
388615.22
3285380.39
FOUND 5/8" IR W/ YPC PER R12
1449
388601.61
3288020.71
FOUND 5/8" RB W/ NO CAP PER CITY OF BEND CORNER NO. 217
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1060
388595.41
3286140.62
SET MAG NAIL MAG NAIL WITH 1-1/2- WASHER STAMPED "PARAMETRIX"
1509
387624.49
3288378.04
SET MAG NAIL MAG NAIL WITH 1-1/2A WASHER STAMPED "PARAMETRIX"
DETAIL 'A' (1-=50')
6.00'
1279
E 1/16
SEC 31 & 30
Z
-*-o1509
CALCULATED NE 1/16
SEC 31
N:387282.61
E3288021.26
1281
118.41' 12$1
CALCULATED NE/16 SEC 31
HELD 118.41' O/S FROM 1281 PER COULD TRACING (RB)
AND 6.00' O/S FROM 1279
(PER R32 AND CITY ORD. NS-427)
N:387282.61
E:3288021.26
BASIS OF BEARINGS
BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM
THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN
PARAMETRIX CONTROL POINT NUMBER 1509 AND 1060 IS N6632'30"W (AS SHOWN ON THIS SHEET).
to
(:S 21594
oy\\ 0%,
o
s\SA,
o-,
9
5ro],
0 60
1 INCH = 60 FT.
LEGEND
Q
SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
®
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS
TABLE", HELD UNLESS OTHERWISE NOTED
❑
CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
NOTED
(Rj)
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT NUMBER. SEE TABLE
CONTROL NUMBER. SEE TABLE
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PP NO.
PARTITION PLAT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
ROW
RIGHT-OF-WAY
DED
DEDICATION
IR
IRON ROD
IP
IRON PIPE
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
DCSO
DESCHUTES COUNTY SURVEYORS OFFICE
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
CJ
COMMISSIONERS JOURNAL PER DCOR
*
CALCULATED MEASUREMENT
DESCHUTES COUNTY SURVEYOR
is
FILED
5-2rrG5
REGISTERED
PROFESSIONAL
LAND,SUCOR
OREGON
JULY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2026
:tots] ON 1161 atoll] ZAN
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH AWBREY BUTTE DRAINAGE DESIGN PROJECT
LOCATED IN THE NORTHWEST (1 /4) AND NORTHEAST QUARTER (1 /4) SEC 31,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SOUTH PLAT LINE N89'56'23"E 1121.32' (EAST 1121.32')(R3)
0.14 SOUTH OF ROW -
CENTERLINE PORTLAND AVENUE N89'56'23"E 1262.34'
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1302
388000.75
3285288.65
FOUND 5/8" IR W/ YPC "HWA" PER R12
1303
388034.19
3285252.42
FOUND 5/8" IR W/ YPC "HWA" PER R12
1304
388122.01
3285153.83
FOUND 5/8" IR W/ YPC "HWAA PER R12
1332
388087.24
3285072.36
FOUND 5/8" IR W/ PC "WH PAC- PER R15
1333
387815.34
3285357.32
FOUND 5/8" IR W/ YPC "HWA" PER "WESTSIDE CONDOMINIUMS"
1334
387772.21
3285392.99
FOUND 5/8" IR W/ YPC, ILLEGIBLE PER "WESTSIDE CONDOMINIUMS"
1339
388354.84
3284886.55
FOUND 5/8" IR W/ YPC "HWA" PER R12
1340
388149.66
3285122.47
FOUND 5/8" IR W/ YPC "AES" NO RECORD
1341
388147.59
328512435
FOUND 5/8" IR W/ YPC "HWA" PER R12
1342
387990.68
3285299.21
FOUND 5/8" IR W/ YPC "HWA" PER R12
1354
388551.38
3285380.78
FOUND 5/8" IR W/ YPC "HWA" PER R12
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1086
387980.70
3286234.70
SET MAG NAIL MAG NAIL WITH 1-1/2" WASHER STAMPED "PARAMETRIX"
.� W N1
/ cn
420.05' '
NW PORTLAND AVE 1 °� 21
cn
'w
0.14' NORTH OF ROW 0.14' NORTH OF ROW V
1388 � 1700
203.07' (S89'58'48"E 203.07')(R6) --T
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1387
387931.13
3285689.93
FOUND 5/8" IR NO RECORD
1388
387931.86
3286102.47
FOUND SCRIBED X PER R6
1700
387932.08
3286305.58
FOUND 5/8" IR NO RECORD
1701
387991.10
3285986.47
FOUND 5/8" IR W/ YPC "KERN LS 1031"PER R22
1702
387992.08
3286085.11
FOUND 5/8" IR NO RECORD
1703
387931.40
3285825.26
FOUND 5/8" IR W/ OPC "BECON" PER R13
1704
387991.26
3285785.26
FOUND 5/8" IR BENT SW, TIED AT POE NO RECORD
1705
387991.38
3285685.26
FOUND 5/8" IR NO RECORD
1707
387991.26
3285585.26
FOUND 5/8" IR PER R22
1708
387990.81
3285485.52
FOUND 1 /2" IR PER R22
1709
388000.98
3285383.76
FOUND 5/8" IR W/ YPC "HWA" PER R12
(:S 21594-
RECORD OF SURVEY
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH AWBREY BUTTE DRAINAGE DESIGN PROJECT
LOCATED IN THE NORTHWEST (1 /4) AND NORTHEAST QUARTER (1 /4) SEC 31,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
1383 1384 CITY OF BEND, DESCHUTES COUNTY, OREGON
T, PARAMETRIX CONTROL TABLE
1453 ` POINT NO. NORTHING EASTING DESCRIPTION
1085 387943.13 3286561.33 SET MAG NAIL MAG NAIL WITH 1-1/2" WASHER STAMPED "PARAMETRIX"
30.00' 1 30.00'
s 7r� '
�7�s so.flo
Cq W �;
m ty7 rn_ z o'
Of
rcc') c
m� W)
< a � `' M coI -``' M
Q O C
o LOT 2-7 o C) := co '� a'
O go W M O O
O O N ^ O
-O Lo re 0
o LOT 22 NORTH ROW LINE �\ zCD z CD
` N89'56'23"E 1121.35'
420.05' 1386
SOUTH PLAT LINE N8T56 23 E 1121.32 (EAST 1121.32)(R3)
NW PORTLAND AVE N8T56'23"E 1262.34' N:387962.20
w E:3286535.23
cn' 1700 9.86' W'LY OF ROW 1085
�- S89'56'23"W 199.76' _ NOT HELD I
f�
BARGNN AND S&C DEED Lu 1719
/NSTR NO 2003-.34..379
LOT 1
n a � Qo���Do
�o0
0.w JD�r��� z
vlo Rta0 off 30.00' 30.00'
o° L7
0 60
1 INCH = 60 FT.
LEGEND
Q
SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
®
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS
TABLE", HELD UNLESS OTHERWISE NOTED
❑
CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
NOTED
MONUMENT NUMBER. SEE TABLE
F#I-I-I]
CONTROL NUMBER. SEE TABLE
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PP NO.
PARTITION PLAT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
ROW
RIGHT-OF-WAY
DED
DEDICATION
IR
IRON ROD
(Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
60.00'
1
0 20
0
ED,
LOT 2
W N
< O
N
O c
fkf
O �
v
!�
� O
m
0
CA
w
cn
N8T56'23"E 133.70'
S89'56'23"W 133.68'
(135.00')(R3)
N89'56'23"E 163.67'
S8T56'23"W 133.61'
(S90'00'00"E)(R2)
(S90'00'00"W 135.00')(R3)(R4)
a�
Z07 1
Lo
Z�
�o
�Z
h
Q�
-' - 146.14' (146.01')(R2)
(N8T51136"E 146.01')(R7)
PARCEL / PARCEL 2
n
(o a 'p
99
V to
C,
d- M
CENTER 1/4 LINE
N =
SEC 31
0 0
C/I Z
1
/ 1287
CN 1/16
SEC 31
IP
IRON PIPE
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
DCSO
DESCHUTES COUNTY SURVEYORS OFFICE
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
CJ
COMMISSIONERS JOURNAL PER DCOR
*
CALCULATED MEASUREMENT
DESCHUTES COUNTY SURVEYOR
RLED 081o8,1zo2-s--_ sywLo t
LOT B
,p op ��
orpLV��'
LOT 9
NORTH ROW LINE N89'59'42"E 1328.10' (EAST)(R2)
706.22'
S89'59'42"W 1322.10' (EAST 1322.01)(R2)
CENTERLINE PORTLAND AVENUE N89'59'42"E 576.22'
0.60' S'LY OF ROW -t
ZOT 10 LOT 11 LOT 12 LOT 5 I LOT 9
NW PORTLAND AVE N:387962.42
E:3287275.12
0.65' N'LY OF ROW ri
'LY OF ROW
1717 1716 1713 OR W. ROW 14TH ST
199.45' (200')(R2) 1fl0.63' (100.00')(R2) -' 99.99' (100.00')(R2) -1 1
SOUTH ROW LINE N89'59'421 546.16' (EAST 546.01)(R2)
LOT 4 LOT .3
�j- !vb
o-�,
CS-S'z��
REGISTERED
PROFESSIONAL
LANDE90R
/ OREGON
JULY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2026
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1276
387488.00
3287245.23
FOUND 5/8" REBAR W/ RPC MARKED "KARL PLS"PER R29
1277
387514.78
3287305.10
FOUND 1/2" REBAR W/ NO CAP PER R27
1287
387288.94
3286699.32
FOUND 5/8" REBAR W/ YPC, ILLEGIBLE PER R36
1295
387314.90
3286506.66
FOUND 5/8" REBAR W/ NO CAP, DOWN 03.' PER R4
1383
388301.83
3286504.42
FOUND 3/4" IRON PIPE PER R3
1384
388302.03
3286564.48
FOUND 1/2" IRON PIPE PER R3
1386
387997.17
3286498.41
FOUND 1/2" IR NO RECORD, NOT HELD
1453
388242.75
3286698.70
FOUND 1/2" REBAR NO CAP PER R3
1700
387932.08
3286305.58
FOUND 5/8" IR NO RECORD
1713.
387933.35
3287245.12
FOUND 5/8" IR W/ YPC "MSC 58541" PER R18
r-
to
to
Lu
C1-
a
w _
�C::o
Lo
0
r
I
o
C�
0
LOT 2
LOT 1 o
Z
a` LOT 10
o
I
CD
30.00' 30.00'
60.00'
i
1
1276 1277
17 55 2.26' N'LY OF ROW
NOT HELD
S89'59'42"W 721.87'
(EAST 716')(R2)
LOT 9
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1714
387992.36
3287405.09
FOUND 5/8" IR W/ YPC "SF LAND SERVICES" PER R21
1715
387994.69
3287406.97
FOUND 1" IP LEANING SW TIED AT POE PER R21
1716
387933.06
3287145.13
FOUND 5/8" IR W/ YPC "MSC 58541" PER R18
1717
387931.80
3287044.50
FOUND 5/8" IR NO RECORD
1718
387932.34
3286845.05
FOUND 5/8" IR W/ YPC "DEJARNETT LS 2208" PER R7
1719
387907.69
3286555.49
FOUND 1" IP NO RECORD, NOT HELD
�$ 21594-
-N:387962.42
E:3287275.12
i Pr,r:nln
LOT 5
o-
0
0
a
O
O
L0T /0
RECORD OF SURVEY
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH AWBREY BUTTE DRAINAGE DESIGN PROJECT
LOCATED IN THE NORTHWEST (1/4) AND NORTHEAST QUARTER (1/4) SEC 31,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
1449
E 1 /16
SEC 31 & 30 ippm
DETAIL 'B' (SCALE: 1"=1')
N:387962.48
E:3288020.98
Go
NW PORTLAND AVE
N
SOO'01'25"E 0.69'
l\ Z
S89'57'21 "E
N:387961.79
E:3288020.98
01,00as
o f
VARIES
40.00'
40.00'
40.00'
oo�
M
000000
oo
S
V000 o0o
� woo
M
oo 0
�r
W
a ` o`
Lo
c4
O
LOT 9 LOl 7 LOT 8 LOT 9
o o
W
m
�
C.,
LOTI o
a
o
{� o
i-_
o
a
CDCDo
O
o
v
z
N o
0
o I--
CD
NORTH ROW LINE
LOT /0
N
r- o
z
z
"'
CD
NBT59'42"E 1328.10'
C>
o
6.00'
(EAST)(R2)
-" o
Z
\
VT /L0T 4
LOT J Z07,2
LOT /
I 1508
1461
321.97'
�,
{
S89'55'24"W 199.17'
11
O
N89'57'21 "W
1715 1712
(200')(R1)
O
S89'59'42"W 1322.10' (EAST 1322.01')(32)
-�
S89'S7'21 AE 37.67'
N:387961.54
CENTERLINE PORTLAND AVENUE N89'59'42"E 745.86'
- - -
_ _
-.
-
�- -�
E:3288337.96
NW PORTLAND AVE
C
NW PORTLAND AVE
�-
N:3387961.76
N89'57'21 "W 279.31'
-'
_
_o
o N89'S7'21 °W
I
1471
E:3288058.64
0.82' NTY FROM ROW, NOT HELD
CD
o
0
715.93' (EAST 716')(R2)
S8T59'42"W 721.87'
c� v
Qo Z�
Q
L079 LOT8 LOT7
o0 oao �
'wig � Oo
o
0
SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE"
®
FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS
TABLE", HELD UNLESS OTHERWISE NOTED
❑
CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE
NOTED
(R#)
RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE
MONUMENT NUMBER. SEE TABLE
CONTROL NUMBER. SEE TABLE
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL
RECORDS
PP NO.
PARTITION PLAT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
ROW
RIGHT-OF-WAY
DIED
DEDICATION
IR
IRON ROD
IP
IRON PIPE
YPC
YELLOW PLASTIC CAP
RPC
RED PLASTIC CAP
DCSO
DESCHUTES COUNTY SURVEYORS OFFICE
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
CJ
COMMISSIONERS JOURNAL PER OCOR
*
CALCULATED MEASUREMENT
ELE
HUTES COUNTY SURVEYOR
D 40�
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1279
387312.57
3288027.28
FOUND 5/8" REBAR W/ YELLOW PLASTIC CAP MARKED "W&H PACIFIC"PER R32
1280
387362.66
3288098.29
FOUND 5/8b REBAR W/ YELLOW PLASTIC CAP MARKED "HWA" PER R33
1281
387282.09
3288139.4-8
FOUND 3/4" OUTER DJA. IRON PIPE DOWN 1.20 FEET
1449
388601.61
3288020.71
FOUND 5/8- RB W/ NO CAP PER R14
1461
388001.76
3288377.84
FOUND 5/8" IR W/ YPC PER CS12247
1462
387921.51
3288378.04
FOUND 5/8A IR BENT TIED AT POE PER R24
1463
387807.41
3288378.33
FOUND 5/8- IR W/ RPC PER R24
1464
387681.45
3288378.79
FOUND 1 /2" IP PER R24
1465
387808.51
3288298.94
FOUND 5/8" IR W/ YPC "BAXTER" PER R28
1470
388321.37
3288098.86
FOUND 5/8" REBAR, NO CAP PER R34
1471
387932.69
3288027.12
FOUND 5/8" IR PER R5
1712
387992.51
3287705.20
FOUND 3/4" IP BENT EAST TIED AT POE PER R16
1720
387922.45
3288215.33
FOUND 5/8" IR W/ YPC "BAXTER" UNKNOWN, NOT HELD
\� {
�- N89'57'21 "W 199.45' (200')(R1) 1720
-�
1462
SEE DETAIL 'B'
150
I
THIS SHEET
/
LOT 5 LOT 6
LOT />
N31'47'06'E 0.24' FROM
a, -``'
o
r0
^o
BLOCK CORNER,
v
9a�s�s,
;,,ofN
NOT HELD
w N
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N N z \�
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40.00
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0
40.00' z
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o ,r
jJ ' ��
g `�
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o
�
-�oo.��000 - l0000� �
z
-.
80.00'
o
o N
-�
VACATED PER NS 427 I
VARIES
4fl.00'
1465
1463
o
EAST 0.53' FROM ROW,
� /
NOT HELD
N_
E 1/1 6TH UN
1464
SEC 31
1280
I
i 1279
,\ 118.41' 12$1
CALCULATED NE/16 SEC 31
HELD 118.41' O/S FROM 1281 PER GOULD TRACING (RB)
AND 6.00' O/S FROM 1279 (PER R32)
N:387282.61
E:3288021.26
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1507
387929.35
3288051.13
SET MAG NAIL MAG NAIL WITH 1-1/2A WASHER STAMPED "PARAMETRIX"
1508
387996.43
3288355.75
SET MAG NAIL MAG NAIL WITH 1-1/2" WASHER STAMPED "PARAMETRIX"
,Z- S -- ZvzS
REGISTERED
PROFESSIONAL
LAND -SURVEYOR
OREGON
JULY 11, 2023
COREY PACHECO
101863
EXPIRES: 12-31-2026
N8T57'21 "W
00007oo
�000G7
0 60
1 INCH = 60 FT.
(;$ 21594
SURVEY NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE CENTERLINE,
RIGHT-OF-WAY BOUNDARIES, AND TO LOCATE ALL EXISTING MONUMENTS AND
ESTABLISH HORIZONTAL CONTROL (PER ORS 209.155) ALONG THE
RIGHTS -OF -WAY NW COLLEGE WAY, NW PORTLAND AVE, NW JUNIPER ST, NW
14TH ST, NW 12TH ST AND NW 11TH ST FOR FUTURE IMPROVEMENTS AND
REALIGNMENT FOR THE CITY OF BEND SOUTH AWBREY BUTTE DRAINAGE DESIGN
PROJECT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 31 AND THE
NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETfE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY OREGON.
BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON
COORDINATE SYSTEM (COGS), DERIVED FROM THE OREGON REAL-TIME GNSS
NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN
PARAMETRIX CONTROL POINT NUMBERS 1509 AND 1060 IS N66'32'30"W.
COLLEGE WAY
THE CENTERLINE OF COLLEGE WAY WAS CALCULATED BY HOLDING THE RECORD
DATA PER RD02014 (RA) AND MONUMENTS 1332 AND 1341 FOR POINT OF
SPIRAL AT STATION 51+08.17. FROM THIS STATION, THE RECORD DATA WAS
THEN ROTATED TO THE FOUND MONUMENT 1333 FOR POINT OF CURVE TO
SPIRAL AT STATION 55+08.17. THE RIGHT-OF-WAY LINES WERE THEN OFFSET
FROM THIS RESOLUTION THE RECORD 40 FEET NORTHEAST AND SOUTHWEST
PER SAID RA. THIS RESOLUTION AGREES WITH THE FOUND MONUMENTS 1339,
1340, 1303, 1342, 1334, THE AS TRAVELED ROAD OF COLLEGE WAY, AND
RECORD DATA PER SAGINAW SUNSET.
PORTLAND AVE - COLLEGE WAY TO NW JUNIPER ST
THE CENTERLINE OF PORTLAND AVENUE FROM COLLEGE WAY TO THE EAST
PLAT LINE OF WEST HILLS WAS RESOLVED BY HOLDING THE MONUMENTS 1702,
1703, 1705, 1707, AND 1709 AND THEIR RESPECTIVE OFFSETS TO THE
CENTERLINE. THIS RESOLVED CENTERLINE WAS THEN PROJECTED EAST AND
WEST TO INTERSECT WITH THE CENTERLINE OF COLLEGE AND THE EAST PLAT
LINE OF SAID WEST HILLS. THE SAID EAST PLAT LINE WAS REESTABLISHED BY
HOLDING MONUMENTS 1453 AND 1287 AS THE CENTER 1/4 LINE OF SECTION
31 AS SHOWN IN SAID PLAT. THIS RESOLUTION AGREES WITHIN REASONABLE
TOLERANCES THE RECORD DIMENSIONS FOUND IN SAID WEST HILLS, THIRD
ADDITION TO WEST HILLS, WESTSIDE SUBDIVISION, PARTITION PLAT NUMBER
1997-43 AND 1991-74, NORTHWEST COTTAGES, AND THE AS -BUILT TRAVELED
ROADWAY.
NW JUNIPER ST
THE CENTERLINE OF NW JUNIPER ST WAS RESOLVED BY HOLDING FOUND
MONUMENTS 1295 AS THE SOUTHEAST CORNER OF LOT 6, BLOCK 3, -THIRD
ADDITION TO WEST HILLS" (R4), 1383 AS THE NORTHEAST CORNER OF LOT 1,
BLOCK 7 AND 1384 AS THE NORTHWEST CORNER OF LOT 1, BLOCK 6, "PLAT
OF WEST HILLS" (R3). THE 60.00-FOOT RIGHT-OF-WAY WIDTH (30-FOOT FROM
CENTER) WAS USED PER SAID "PLAT OF WEST HILLS" (R3). THE RESOLUTION
SHOWN HEREIN FIT THE RECORD DISTANCE ALONG THE NORTH LINE OF
PORTLAND AVE TO THE WEST LINE OF BLOCK 8, "PLAT OF WEST HILLS" (R3)
BY 0.03 FEET AND SAID MONUMENTS FIT WITHIN REASONABLE TOLERANCES
ALONG JUNIPER STREET PER "THIRD ADDITION TO WEST HILLS" (R4) AND "PLAT
OF WEST HILLS" (R3).
PORTLAND AVE - NW JUNIPER ST TO NW 12TH ST
PORTLAND AVENUE FROM THE CENTER NORTH -SOUTH ONE -QUARTER LINE OF
SECTION 31 TO THE EAST 1/16TH LINE OF SAID SECTION 31 WAS ORIGINALLY
ESTABLISHED PER THE PLAT OF "KENWOOD GARDENS". THE RESOLVED
CENTERLINE SHOWN HEREIN HOLDS THE EAST END OF THE RESOLVED
CENTERLINE OF WEST HILLS (DESCRIBED ABOVE) AND MONUMENTS 1718, 1714,
1712, AND PROJECTED THIS LINE EAST TO THE SAID EAST 1/16TH LINE. THE
RECORD OFFSETS WERE USED FOR HALF -WITH FOR RIGHT-OF-WAY EDGES.
THE RESOLUTION SHOWN HEREIN AGREES WITH THE AS TRAVELED ROADWAY,
SAID FOUND MONUMENTS AND RECORD DIMENSIONS PER SAID "KENWOOD
GARDENS" ALONG THE ORIGINAL NORTH RIGHT-OF-WAY LINE.
NW 14TH ST
THE CENTERLINE OF NW 14TH STREET WAS RESOLVED BY HOLDING FOUND
MONUMENTS 1713 & 1276 FOR THE WEST SIDE OF THE RIGHT-OF-WAY PER
CS15010 (R29). SAID MONUMENTS WERE ALSO HELD IN CS20147 (R27). AN
OFFSET OF THE 60 FOOT RIGHT-OF-WAY WIDTH PER "KENWOOD GARDENS"
(R2) WAS IN AGREEMENT WITH FOUND MONUMENT 1277 PER SAID CS20147
(R27). THE RESOLVED CENTERLINE AND EAST LINE WERE ALSO IN AGREEMENT
WITH RECORD DISTANCES ALONG THE PORTLAND AVE RIGHT-OF-WAY FROM NW
12TH STREET AS SHOWN IN "TADVILLA CONDOMINIUMS" (R5) AND SAID
"KENWOOD GARDENS" (R2).
NW 12TH ST
THE WEST RIGHT -OF -WRY LINE OF NW 12TH STREET WAS RESOLVED BY
HOLDING A 6.00 FOOT OFFSET FROM THE EAST 1/16TH LINE OF SECTIONS 29
AND 32 PER "REPLAT OF BLOCKS 1, 2 AND 3 KENWOOD GARDENS" (R14).
SAID EAST 1/16TH LINE WAS RESOLVED USING MONUMENTS 1279 AND 1449
AND 1281. MONUMENT 1279 WAS FOUND AND HELD AS A POINT ON THE
WEST RIGHT-OF-WAY LINE OF NW 12TH ST AND THE SOUTHEAST CORNER OF
BLOCK 9, "KENWOOD GARDENS' (R2), WHICH WAS ALSO IN AGREEMENT WITH
RECORD OF SURVEY
PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT SURVEY
SOUTH AWBREY BUTTE DRAINAGE DESIGN PROJECT
LOCATED IN THE NORTHWEST (1/4) AND NORTHEAST QUARTER (1/4) SEC 313
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CS12919 (R32). FOUND MONUMENT 1449 TO THE NORTH WAS ACCEPTED AND
HELD AS THE EAST 1/16TH OF SECTION 29 AND 32 PER "PLAT OF WEST
HILL- (133), AND AS ALSO DESCRIBED IN "WEST HILLS 3RD ADDITION- (134),
PP. NO. 2018-24 (R30) AND C502945 (R31).
SAID NORTH 1/16TH LINE WAS ESTABLISHED BETWEEN FOUND MONUMENTS
1281 AND 1287 AS SHOWN ON SHEET 1 WHICH AGREES WITH "KENWOOD
GARDENS" (R2) AND CS20147 (R27). THE TIE DISTANCE OF 118.41 FEET FROM
MONUMENT 1281 WAS HELD PER "BOULEVARD ADDITION", D-14, TRACING BY
COULD (RB) TO CALCULATE THE EAST 1/16TH LINE OF SECTION 31, WHICH
AGREES WITH CS20147 (R27). SAID CALCULATED 1/16TH CORNER WAS USED
WITH SAID MONUMENT 1449 TO ESTABLISH THE 1/16TH LINE. SAID LINE WAS
THEN OFFSET 6.00 FEET TO THE EAST PER SAID RIGHT-OF-WAY VACATION
NS-427 TO ESTABLISH THE WEST RIGHT-OF-WAY LINE OF NW 12TH ST. THIS
RESOLUTION OF THE WEST RIGHT-OF-WAY AGREES WITH CS20235 (R23),
CS20147 (R27), 'TADVILLA CONDOMINIUMS- (R5), AND THE RESOLUTION OF
THE EAST RIGHT-OF-WAY LINE OF NW 12TH ST AS DESCRIBED BELOW.
FOR THE EAST RIGHT-OF-WAY LINE OF NW 12TH ST, MONUMENT 1470 WAS
FOUND AND HELD PER CS13169 (R34). MONUMENT 1280 WAS FOUND AND
HELD PER CS18715 (R33). 1470 AND 1280 ESTABLISHED THE EAST
RIGHT-OF-WAY WHICH FIT WILL WITH RECORD DISTANCES TO THE WEST
RIGHT-OF-WAY LINE. RIGHT-OF-WAY HALF WIDTHS PER "REPLAT OF BLOCKS 1,
2 AND 3, KENWOOD GARDENS- (R14) WERE THEN OFFSET TO RESOLVE THE
CENTERLINE OF NW 12TH ST.
DUE TO WEST RIGHT-OF-WAY LINE BEING CONTROLLED BY THE E1/16TH LINE
AND THE EAST RIGHT-OF-WAY LINE BEING CONTROLLED BY THE BLOCKS
FOUND ALONG THE PLAT OF "MAP OF KENWOOD", THE RESOLUTION DESCRIBED
ABOVE RESULTS IN A VARIABLE WIDTH RIGHT-OF-WAY LINE, BEING 40.00 FEET
EASTERLY FROM CENTER WHEN MEASURED AT RIGHT ANGLES.
PORTLAND AVE - NW 12TH ST TO NW 11TH ST
THE CENTERLINE OF PORTLAND AVE. BETWEEN NW 12TH AND NW 11TH STREET
WAS RESOLVED BY HOLDING THE RECORD ANGLE OF 90712'46" PER R28 AT
THE NORTHEAST BLOCK CORNER OF BLOCK 8 OF "MAP OF KENWOOD", THE
FOUND MONUMENTS 1461 PER CS12247 AND 1462 PER CS12962 (R24) ,
AND THE RIGHT-OF-WAY RESOLUTION OF NW 11TH STREET (SEE BELOW).
THE INTERSECTION OF THE RESOLVED RIGHT-OF-WAYS OF NW 11TH ST (SEE
BELOW) AND NW 12TH STREET (DESCRIBED ABOVE) WITH THE RIGHT -OF -WRY
OF PORTLAND AVENUE ESTABLISHED THE BLOCK CORNERS OF BLOCK 8 AND
BLOCK 21 PER "MAP OF KENWOOD" (R1).
THE SOUTH LINE OF SAID BLOCK 21 AND NORTH LINE OF SAID BLOCK 8 FIT
RECORD DISTANCES PER SAID "MAP OF KENWOOD" (R1) WELL.
NW 11 TH ST
THE EAST LINE OF NW 11TH STREET WAS ESTABLISHED BY HOLDING FOUND
MONUMENTS 1461 PER 12247 AND POINTS 1462, 1463 AND 1464 PER
CS12962 (R24). OFFSET DISTANCES PER "MAP OF KENWOOD" (R1) WERE USED
TO RESOLVE THE CENTERLINE AND WEST RIGHT-OF-WAY OF NW 11TH ST. THE
WEST RIGHT-OF-WAY ALSO AGREED WITH THE INTERIOR ANGLES ESTABLISHING
THE EAST SIDE OF BLOCK 8, "MAP OF KENWOOD" (R1) PER PP. NO.
2004-104 (R28).
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND MONUMENTS
RELATIVE TO RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH
THEY WERE FOUND UNLESS NOTED HEREON.
TAX LOT LINES SHOWN HEREON ARE FOR REFERENCE ONLY AND ARE
APPROXIMATE.
r
HUTES COUNTY SURVEYAR
D A�dZ7 BY:
SURVEY REFERENCES
1. RECORD INFORMATION PER "MAP OF KENWOOD", BY F.H. MAY, RECORDED JANUARY
5, 1910, FILED AS CS07700, DSCO
2. RECORD INFORMATION PER "KENWOOD GARDENS,' BY GEORGE S. YOUNG,
RECORDED MARCH 5, 1914, FILED AS CS07782, DSCO
3. RECORD INFORMATION PER -PLAT OF WEST HILLS-, BY ROBERT L. COATS,
RECORDED JULY 29, 1957, FILED AS CS10423, DSCO
4. RECORD INFORMATION PER "THIRD ADDITION TO WEST HILLS", BY THOMAS H.
BURTON, FILED JUNE 3, 1969, FILED AS CS10489, DSCO
5. RECORD INFORMATION PER 'TADVILLA CONDOMINIUMS°, BY MICHAEL W. TYE,
RECORDED JUNE 23, 1983, CS10050, DSCO
6. RECORD INFORMATION PER PP. NO. 1991-74, BY MICHAEL W. TYE, RECORDED
NOVEMBER 12, 1991, INSTR. NO. 1991-33649, DCOR, FILED AS CS05228, DSCO
7. RECORD INFORMATION PER PP. NO. 1992-22, BY GARY L. DEJARNATT, RECORDED
MAY 12, 1994, PARTITION PLAT CABINET 1, PAGE 202, INSTR. NO. 1992-15247,
DCOR, FILED AS CS11032, DSCO
8. RECORD INFORMATION PER "WESTSIDE SUBDIVISION", BY MICHAEL W. TYE,
RECORDED OCTOBER 22, 1993, PLAT CABINET D, PAGE 20, INSTR. NO.
1993-37539, DCOR, FILED AS CS11656, DSCO
9. RECORD INFORMATION PER "TOP OF OLD BEND, PHASE 2", BY ROBERT M. KARL,
PLAT CABINET D, PAGE 146, INSTR. NO. 1995-32918, RECORDED SEPTEMBER 19,
1995, DCOR, FILED AS CS12313, DSCO
10. RECORD INFORMATION PER PP. NO. 1997-43, BY MICHAEL W. TYE, RECORDED
NOVEMBER 18, 1997, , PLAT CABINET I, PAGE 620, DCOR, FILED AS CS13100,
DSCO
11. RECORD INFORMATION PER PP. NO. 2004-81, BY MICHAEL W. TYE, RECORDED
OCTOBER 8, 2004, DCOR, FILED AS CS16110, DSCO
12. RECORD INFORMATION PER "SAGINAW SUNSET", BY DAVID R. WILLIAMS, RECORDED
MAY 20, 2014, PLAT CABINIET H, PAGE 1159, DOOR, FILED AS CS18698, DSCO
13. RECORD INFORMATION PER "NORTHWEST COTTAGES", BY ERIK J. HUFFMAN,
RECORDED JULY 29, 2020, PLAT CABINET I, PAGE 970, CS20276, DSCO
14. RECORD INFORMATION PER "REPLAT OF BLOCKS 1, 2 AND 3 KENWOOD GARDENS",
BY JOHN H. EATON, RECORDED OCTOBER 8, 1954, CS 07783, DSCO
15. RECORD INFORMATION PER "COLLEGE PARK, PHASES 1 & 2", BY BRIAN W.
REEVES, PLAT CABINET E, PAGE 493, INSTR. NO. 2000-029360, RECORDED JULY
24, 2000, CS14129, DSCO
16. RECORD INFORMATION PER CS 07791, BY JOHN H. EATON, DATED JANUARY 31,
1970, DSCO
17. RECORD INFORMATION PER CS 07819, BY GEORGE J: COOK, DATED OCTOBER 30,
1965, 1970, DSCO
18. RECORD INFORMATION PER CS 18272, BY NORBERT W. VOLNY, FILED JUNE 1,
DOCUMENT REFERENCES
A) RECORD INFORMATION PER RD02014 COLLEGE ROAD TRACING, DATED DECEMBER 1962, DCSO
2011, DSCO
19. RECORD INFORMATION PER CS 13469, BY RUSSELL M. KARL JR., FILED DECEMBER
2, 1998, DSCO
20. RECORD INFORMATION PER CS 19722, BY ERIK J. HUFFMAN, FILED AUGUST 17,
2018
21. RECORD INFORMATION PER CS 20388, BY MATTHEW J. FAULKNER, FILED DECEMBER
8, 2020
22. RECORD OF INFORMATION PER CS 18428, BY JEFFREY A. KERN, FILED SEPTEMBER
21, 2012, DSCO
23. RECORD OF INFORMATION PER CS 20235, BY ANDREW N. HUSTON, FILED JUNE 8,
2020, DSCO
24. RECORD OF INFORMATION PER CS 12962, BY RUSSELL M. KARL JR., FILED JUNE
5, 1997, DSCO
25. RECORD OF INFORMATION PER CS 07719, BY BRUCE WM. A. ROGERS, CS 7719,
FILED DECEMBER 3, 1981, DSCO
26. RECORD INFORMATION PER "FIRST ADDITION TO KENWOOD," BY ROBERT B. GOULD,
PLAT CABINET A PAGE 23, INSTR. NO. 1918-000013, DCOR, RECORDED MAY 2,
1912, CROOK COUNTY OREGON, CS07757 DCSO
27. RECORD INFORMATION PER CS 20147 BY ANDREW N. HUSTON, FILED FEBRUARY 2,
2020, DSCO
28. RECORD INFORMATION PER PARTITION PLAT 2004-104 BY TIM K. CHAPMAN, CS
16208, RECORDED DECEMBER 21, 2004
29. RECORD INFORMATION PER CS15010 RUSSELL KARL JR., FILED JUNE 06, 2002,
DSCO
30. RECORD INFORMATION PER PARTITION PLAT 2018-24 BY PATRICK GAGE COLE, CS
19691, RECORDED JUNE 26, 2018, DSCO
31. RECORD INFORMATION PER CS 02945 BY BRUCE RODGERS, FILED JULY 8, 1977,
DSCO
32. RECORD INFORMATION PER CS 12919, BY KENNETH A. FISHER, FILED MAY 5,
1997, DSCO
33. RECORD INFORMATION PER CS 18715 BY DAVID R. WILLIAMS, FILED JUNE 12,
2014, DSCO
34. RECORD INFORMATION PER CS 13169 BY RUSSELL KARL JR., FILED JANUARY 20,
1998, DSCO
35. RECORD INFORMATION PER CS 02961, BY GEORGE J. COOK, FILED JUNE 12, 1972,
DSCO
36. RECORD INFORMATION PER CS 10491, BY JAMES R. TYE, FILED OCTOBER 24,
1982, DSCO
B) RECORD INFORMATION PER BOULEVARD ADDITION, RECORDED JULY 3, 1912, PLAT CABINET 0-14, BY
GOULD
C) DEDICATION DEED, VOL. 140 PG. 235, RECORDED AUGUST 18TH, 1964,
DESCHUTES COUNTY CLERK'S OFFICE
g_s �zs
REGISTERED
PROFESSIONAL
AND -SURVEYOR
OREGON
JULY 11, 2023
COREY PACHECO
101863
cq
CS 5sa-
EXPIRES: 12-31-2026