HomeMy WebLinkAboutSurvey 20235DESCHUTES COUNTY SURVEYOR
FILED1,202,0BY: Dunke
SURVEY REFERENCES
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12
EAST AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
(A) BOUNDARY SURVEY BY SUN COUNTRY ENGINEERING & SURVEYING INC, FILED AS CS14852 DCSR
(B) LOT LINE ADJUSTMENT SURVEY BY RAYMOND OMAN, FILED AS CS10513 DCSR
(C) PLAT OF COLLEGE PARK PHASE 1 & 2, FILED AS CS14129 DCSR
(D) PLAT OF FIFTH EDITION TO WEST HILLS, FILED AS CS10505 DCSR
(E) PLAT OF SAGINAW SUNSET, FILED AS CS18698 DCSR
(F) RECORD OF SURVEY BY TYE ENGINEERING, FILED AS CS13819 DCSR
(G) RETRACEMENT SURVEY BY DEJARNATT LAND SURVEYS INC, FILED AS CS10453 DCSR
(H) BOUNDARY SURVEY OF LOT 7, BLOCK 8, WEST HILLS, FILED AS CS10458 DCSR
(1) PLAT OF WEST HILLS, FILED AS CS10423 DCSR
(J) BOUNDARY SURVEY BY RAYMOND OMAN, FILED AS CS10459 DCSR
(K) BOUNDARY SURVEY BY JOHN EATON, FILED AS CS10472 DCSR
(L) PARTITION PLAT NO. 2007-77 BY OREGON LAND SURVEYING, FILED AS CS17584 DCSR
(M) BOUNDARY SURVEY BY GEORGE COOK, FILED AS CS10450 DCSR
(N) BOUNDARY SURVEY BY RICHARD BRYANT, FILED AS CS14092 DCSR
(0) BOUNDARY SURVEY BY RAYMOND OMAN, FILED AS CS10515 DCSR
(P) LOT LINE ADJUSTMENT BY RAYMOND OMAN, FILED AS CS10501 DCSR
(Q) BOUNDARY SURVEY BY ROBERT KARL, FILED AS CS15038 DCSR
(R) PLAT OF FOURTH ADDITION TO WEST HILLS, FILED AS CS10498 DCSR
(S) BOUNDARY SURVEY BY ROBERT KARL, FILED AS CS10506 DCSR
(T) PROPERTY LINE ADJUSTMENT SURVEY BY BAXTER LAND SURVEYING INC, FILED AS CS15920 DCSR
(U) MINOR PARTITION NO. 4-84 BY CENTURY WEST ENGINEERING, FILED AS CS02951 DCSR
(V) BOUNDARY SURVEY BY MONUMENTAL SURVEYING & CONSULTING, FILED AS CS16675 DCSR
(W) PLAT OF PINE WEST, FILED AS CS08891 DCSR
(X) PLAT OF FIRST ADDITION TO PINE WEST, FILED AS CS08894 DCSR
(Y) BOUNDARY SURVEY BY JOHN EATON, FILED AS CS10426 DCSR
(Z) BOUNDARY SURVEY BY JOHN EATON, FILED AS CS10428 DCSR
(AA) BOUNDARY SURVEY BY JOHN EATON, FILED AS CS10429 DCSR
(BB) BOUNDARY SURVEY BY JEFFERY KERN, FILED AS CS12260 DCSR
(CC) LOT LINE ADJUSTMENT BY W&H PACIFIC, FILED AS CS15024 DCSR
(DD) BOUNDARY SURVEY BY GEORGE COOK, FILED AS CS10437 DCSR
RIGHT-OF-WAY DEDICATION REFERENCES
SURVEY REFERENCES (CONY.)
(EE) BOUNDARY SURVEY BY GEORGE COOK, FILED AS CS10443 DCSR
(FF) LOT LINE ADJUSTMENT BY RUSSELL KARL JR., FILED AS CS11216 DCSR
(GG) PARTITION PLAT NO. 2018-24 BY HWA, FILED AS CS19691 DCSR
(HH) LOT LINE ADJUSTMENT BY HWA, FILED AS CS19960 DCSR
(11) PLAT OF SECOND ADDITION TO WEST HILLS, FILED AS CS10476 DCSR
(JJ) PLAT OF AWBREY HIGHLANDS, FILED AS CS12782 DCSR
(KK) BOUNDARY SURVEY BY JEFF KERN, FILED AS CS10981 DCSR
(LL) BOUNDARY SURVEY BY ROBERT KARL, FILED AS CS 11024 DCSR
(MM) PLAT OF FIRST ADDITION TO WEST HILLS, FILED AS CS10470 DCSR
(NN) PARTITION PLAT NO. 2004-7 BY HWA, FILED AS CS15739 DCSR
(00) PARTITION PLAT NO 8-91 BY SUN COUNTRY ENGINEERING AND SURVEYING, FILED AS CS05228 DCSR
(PP) PARTITION PLAT NO 2004-81 BY SUN COUNTRY ENGINEERING AND SURVEYING, FILED AS CS16110 DCSR
(QQ) BOUNDARY SURVEY BY JEFFERY KERN, FILED AS CS18428 DCSR
(RR) BOUNDARY SURVEY BY JOHN EATON, FILED AS CS07788 DCSR
(SS) REPLAT OF BLOCKS 1, 2 AND 3 KENWOOD GARDENS, FILED AS CS07783 DCSR
(TT) BOUNDARY SURVEY BY GEORGE COOK, FILED AS CS07793 DCSR
(UU) BOUNDARY SURVEY BY JEAN HAWTHORNE, FILED AS CS07795 DCSR
(VV) BOUNDARY SURVEY BY JEFFERY KERN, FILED AS CS13386 DCSR
(WW) PROPERTY LINE ADJUSTMENT BY RUSSELL KARL JR., FILED AS CS15870 DCSR
(XX) BOUNDARY SURVEY BY RUSSELL KARL JR., FILED AS CS13169 DCSR
(YY) BOUNDARY SURVEY BY MONUMENTAL SURVEYING & CONSULTING, FILED AS CS17747 DCSR
(ZZ) PARTITION PLAT NO.2014-15 BY BAXTER LAND SURVEYING INC, FILED AS CS18724 DCSR
(AAA) PLAT OF MONTERRA CONDOMINIUMS AT AWBREY BUTTE, FILED AS CS17764 DCSR
(BBB) LOT LINE ADJUSTMENT BY RICHARD BRYANT, FILED AS CS14603 DCSR
(CCC) BOUNDARY SURVEY BY RUSSELL KARL JR., FILED AS CS12962 DCSR
(DDD) LOT LINE ADJUSTMENT BY SUN COUNTRY ENGINEERING & SURVEYING INC, FILED AS CS14260 DCSR
(EEE) PARTITION PLAT NO. 2004-104 BY BAXTER LAND SURVEYING INC, FILED AS CS16208 DCSR
(FFF) PLAT OF TADVILLA CONDOMINIUMS, FILED AS CS10050 DCSR
(GGG) BOUNDARY SURVEY BY CENTURY WEST ENGINEERING COMPANY, FILED AS CS10435 DCSR
(HHH) DESCHUTES COUNTY ROAD DEPARTMENT COLLEGE ROAD SURVEY (RD02014), DATED DECEMBER 1962
(I 1 1) PLAT OF KENWOOD, FILED AS CS07700 DCSR
(JJJ) PLAT OF FIRST ADDITION TO KENWODD, FILED AS CS07751 DCSR
(KKK) RECORD OF SURVEY BY PARAMETRIX, FILED AS CS20147 DCSR
NARRATIVE
THIS SURVEY WAS PERFORMED FOR THE ESTABLISHMENT OF SURVEY CONTROL POINTS AND PERPETUATION
OF RECOVERED BOUNDARY MONUMENT POSITIONS WITHIN THE PROJECT AREA THAT COULD BE DISTURBED OR
DESTROYED DURING FUTURE CONSTRUCTION ACTIVITIES PER OREGON REVISED STATUTES (ORS) 209.155 (1)(b)
FOR THE NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE).
COLLEGE WAY RIGHT-OF-WAY CONTROLLING CENTERLINE WAS ESTABLISHED BY RESOLVING ITS CENTERLINE
PER REFERENCE (HHH) AND BEST FIT TO FOUND MONUMENTS PER REFERENCE (KKK). THE FULL RIGHT-OF-WAY
WIDTH OF 80 FEET (40 FOOT HALF -WIDTH) WAS HONORED.
THE ESTABLISHMENT OF THE REMAINING CONTROLLING RIGHTS -OF -WAY CENTERLINES WAS COMPLETED BY
INDEPENDENTLY HOLDING RECORD RIGHT-OF-WAY SIDELINES, PER THE BELOW REFERENCES, AND BEST
FITTING THEM TO RECOVERED MONUMENTATION. RIGHT-OF-WAY HALF -WIDTHS WERE THEN OFFSET TO
ESTABLISH THE CENTERLINES.
9TH STREET:
REFERENCES (GG) AND (JJJ)
11TH STREET:
REFERENCE (JJJ)
12TH STREET:
REFERENCES (GG) AND (JJJ)
CASCADE VIEW DRIVE:
REFERENCES (D)
IOWA AVENUE:
REFERENCES (D), (1), (R) AND (I I)
JUNIPER STREET:
REFERENCES (1) AND (X)
PORTLAND AVENUE:
REFERENCES (1) AND (JJJ)
QUINCY AVENUE:
REFERENCES (1) AND (SS)
RIMROCK DRIVE:
REFERENCES (D) AND (R)
SAGINAW AVENUE:
REFERENCES (D), (R) AND (KKK)
SUN RAY COURT:
REFERENCES (JJ)
TRENTON AVENUE:
REFERENCES (GG)
VICKSBURG AVENUE:
REFERENCES (D), (1), (R) AND (1 1)
WEST HILLS AVENUE:
REFERENCES (R), (1 1) AND (MM)
SUBSEQUENT RIGHT-OF-WAY DEDICATIONS FOLLOWING THE ORIGINAL PLATTING OF STREETS, ALLEYS AND
LOTS WERE BEST FIT TO RESOLVED RIGHTS -OF -WAYS USING RECORD SHAPES.
NO UNUSUAL CIRCUMSTANCES OCCURRED IN THE FIELD OR DURING THE PREPARATION OF THIS MAP OTHER
THAN STATED AND/OR SHOWN HEREON.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY RECORD
PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED PER THIS SURVEY.
TAX LOT LINES SHOWN HEREON ARE FOR REFERENCE ONLY, LOCATIONS ARE APPROXIMATE.
{1} DEDICATION DEED RECORDED AUGUST 8, 1964 IN VOLUME 140, PAGE 0235, DESCHUTES COUNTY
OFFICIAL RECORDS (DCOR) SHEET INDEX
12) WARRANTY DEED RECORDED MARCH 23, 1959 IN VOLUME 121, PAGE 0598, DESCHUTES COUNTY
OFFICIAL RECORDS (DCOR) SHEET 1: NARRATIVE AND RECORD REFERENCES
SHEET 2: SHEET KEY, PRIMARY CONTROL NETWORK,
CONTROL NARRATIVE AND BASIS OF BEARINGS
SHEETS 3-12: PROJECT AREA DETAILS, SECONDARY
CONTROL TABLES
SHEETS 13-14: FOUND MONUMENT TABLES
REGISTERED
PROFESSIONAL
LAN SUKEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
f
CS 2oz35
LEGEND
�0:4
BC
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON THIS SHEET
GIS PARCEL LINES
CENTRAL OREGON COORDINATE SYSTEM
(COCS) CONSTRAINED GPS NETWORK TIES
LOCALIZED COCS GPS NETWORK TIES
BRASS CAP
��. • amaa
■■1■11111[ _�`�� _�
MINNIE ■1■1■■■■ milli
■■■■■ ■i■ii■■� ■■■■
PARAMETRIX PRIMARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
387308.02
3289139.20
3604.68
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
2
387259.93
3287236.40
3622.70
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
3
387337.30
3285684.92
3660.30
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
4
388553.60
3284535.70
3756.02
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
5
389727.19
3283186.94
3845.22
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
6
389779.78
3285897.94
4040.18
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
7
388598.38
3286972.84
3763.76
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
8
389713.12
3288074.32
3848.28
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
9
388570.64
3289074.20
3695.41
SET 1 INCH COPPER PLUG STAMPED PARAMETRIX
DESCHl9TES COUNTY SURVEYOR
FILED b 8' zozo BY: DV-nktL1t-yA-
12 EAST
SCALE
500 0 250 500 1000
(FEET)
1 INCH = 500 FEET
CONTROL NARRATIVE:
PRIMARY CONTROL POINTS 2, 5 & 8 WERE ESTABLISHED BY A LEAST
SQUARES ADJUSTED STATIC GPS NETWORK, CONSTRAINED BY THE
OREGON REAL-TIME GPS NETWORK (ORGN) BEND MAINTENANCE
STATION (BNDM). A LOCALIZED LEAST SQUARES ADJUSTED STATIC
GPS NETWORK WAS PERFORMED ON PRIMARY CONTROL POINTS 1 - 9,
CONSTRAINED BY SAID POINTS 2,5 & 8.
THE SECONDARY CONTROL POINTS SHOWN HEREON WERE
ESTABLISHED BY OPEN ENDED TRAVERSE BETWEEN SAID PRIMARY
CONTROL POINTS.
DIGITAL DIFFERENTIAL LEVELS LOOPS WERE PERFORMED THROUGH
BOTH PRIMARY AND SECONDARY CONTROL POINTS, HOLDING THE
ELEVATION OF PRIMARY CONTROL POINT 2, BEING 3622.70.
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) BASED ON THE
CENTRAL OREGON COORDINATE SYSTEM (COCS).
PROJECTION IS THE CENTRAL OREGON COORDINATES SYSTEM (COCS),
INTERNATIONAL FEET.
VERIFICATION TIE TO CONTROL POINT #6 FROM CONTROL, RECOVERY
AND RETRACEMENT MAP; 14TH STREET (CS19425).
POINT #6
N: 387348.50
E: 3287269.84
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SURVEY IS NGVD29 BASED ON THE
CENTRAL OREGON COORDINATE SYSTEM (COCS).
VERIFICATION TIE TO CONTROL POINT #6 FROM CONTROL, RECOVERY
AND RETRACEMENT MAP; 14TH STREET (CS19425).
POINT #6
ELEVATION: 3622.38
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 89030'51" WEST
BETWEEN PARAMETRIX PRIMARY CONTROL POINTS 1 AND 3.
REGISTERED
PROFESSIONAL
LAID SUKVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
� 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
LEGEND
®® PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON SHEET 2
Q® SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
@® FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
Q® FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
+xxxx
XFOUNDSECTION CORNER, SEE FOUND
X® MONUMENTS TABLE ON SHEETS 13 & 14
PROJECT- AREA RIGHT-OF-WAY LINE
UNRESOLVED LOT LINE
SECTION LINE
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1050
390265.54
3282957.38
3868.14
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1051
389416.88
3283459.59
3836.76
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1052
389196.17
3283825.15
3814.38
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1053
388792.26
3284131.35
3785.84
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1150
389994.26
3283057.50
3854.00
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
E
HUTES COUNTY SURVEYO�iD (v 8' �O2o �Y: Duhkolh
- -- - - - --- --
0 o pNJ
0�
QQ
,.
CS 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
SEE SHEET 6 OF 14
��
CENTRAL OREGON
ICOMMUNITY COLLEGE
DESCHUTES COUNTY SURVEYOR
FILED '/8%z02o BY: Dun4l
I
W�� qwv - 0 - - vv v - - v,
LEGEND
®® PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON SHEET 2
Q® SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
s® FOUND IRON ROD WITH ALUMINUM CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
�® FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
O® FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
+xxx
XFOUNDSECTION CORNER, SEE FOUND
X ® MONUMENTS TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
DEDICATED RIGHT-OF-WAY
UNRESOLVED LOT LINE
ONE -SIXTEENTH SECTION LINE
SECTION LINE
CENTERLINE OF RIGHT-OF-WAY
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1053
388792.26
3284131.35
3785.84
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1054
388261.07
3284966.84
3721.63
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1055
388593.57
3284946.07
3780.63
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1056
387907.08
3285294.67
3688.00
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1057
387606.80
3285582.93
3664.58
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1087
387943.19
3285782.11
3692.84
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1088
387985.42
3285389.63
3691.53
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1151
388567.52
3284834.04
3774.22
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
DETAIL 'A'
N 1 "=10'
A)
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
SEE SHEET 5 OF 14
N=387463.68
E=3285644.03
NO RECORD BUT CONSISTENT
WITH CENTERLINE MONUMENTS
SET FOR REFERENCE (C)
REGISTERED
PROFESSIONAL
LANDISURVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
CS 2 0 2 3 5
w
0
w
w
w
to
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
SEE SHEET 6 OF 14
S00'03'40*E
Ai1152
A=90.00'00'
L=300.02'
R=191.00'
p� 0 1082
�p
R/W DEDICATION
PER PLAT OF SAGINAW SUNSET
N=387965.62
1303 E=3285267.92
o
1302
\ 1342 r
�O S00'15i E 10.00'
1056Q ��
�^ N89'53'45-E 115.46'
SEE SHEET 4 OF 14
LEGEND
0
SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
FOUND IRON PIPE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
FOUND IRON BOLT, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
FOUND SCRIBE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
FOUND NAIL WITH WASHER, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
DEDICATED RIGHT-OF-WAY
UNRESOLVED LOT LINE
ONE -SIXTEENTH SECTION LINE
CENTERLINE OF RIGHT-OF-WAY
BLOCK NUMBER
••_•-"-•�- - - JOA.w.�ifL/.w.Yh'N'M+Y}IwlwrY�+w..v�..Y ..�rw�.mn.�rw.{:...�... f ....ice.. � Q
DESCHUTES COUNTY SURVEYOR
FILED BY: VvAktlh!!4
SEE SHEET 6 OF 14
30'
30'
so
7 1163 6 v"O 0
SEE DETAIL 'B'
ON THIS SHEET
rn
0
p� CA Q�
1381 1380 1383 1384 1454 1455
N89'56'46°E 2332.11' N=388271.90 1501
_ 804.00' _ _ _ �� E=3286534.52 _ 1528.11' -
1174 QUINCY AVENUE 1084 . 1500 -T
1382 1385 1453 1456
ci W o
W
� so'
0� 0~ � �
8
W o �Q\� 00
p�
M2 _
Z
R/W DEDICATION
INST. NO. 140-0235
rn �
0 0
1389 1386
-- - - - - - - - - - - - - - - -
----- � 1086------------ \� N=387957.92
_ N89'53'45"E 1151.44' _ _ _ _ E=3286534.85
1087 p p 1 soy _ P O RT LA N D AVENUE 'k1085
• 1387
N
cn
1388
00
00�
00� odd
ooa�� o
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1056
387907.08
3285294.67
3688.00
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1082
388300.02
3285615.57
3761.93
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1083
388261.23
3286081.53
3745.74
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1084
388258.88
3286503.75
3757.14
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1085
387943.13
3286561.33
3711.52
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1086
387980.70
3286234.70
3706.34
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1087
387943.19
3285782.11
3692.84
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1088
387985.42
3285389.63
3691.53
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1152
388423.56
3285534.40
3778.91
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1163
388422.42
3286521.78
3767.59
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1174
388260.42
3285744.45
3751.16
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1500
388256.56
3286698.08
3743.21
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1501
388289.32
3287023.15
3731.60
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1605
387943.03
3286060.46
3696.74
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
QUINCY
AVENUE
N
SCALE
100 0 50 100 200
(FEET)
1 INCH. = 100 FEET
(D
REGISTERED
PROFESSIONAL
LAI&SUfEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
�tl
CS 2oz3s
N=389272.29
E=3284363.00
N=388640.35
E=3284648.41
(RADIUS POINT) .rz
- -
RECORD OF SURVEY [FILED- ESCHUTES COUtdTY SURVEYOR
CONTROL AND MONUMENT RECOVERY SURVEY (0 82Dz0 Du�,IL�
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE) BY:
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON QQJ
MAY 2020 Q�0
0 �QO SEE SHE_ F 1� o p Od
0� OQ� N=388952.25 0
A
1%, A 1091
� 1331 •
Fl _33-71 1346 1347
_ N=388580.19
E=3284536.11
B \��
v� 1338
SEE SHEET 4 OF 14
LEGEND
®® PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON SHEET 2
A® SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
•® FOUND IRON PIPE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
�® FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
O® FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
UNRESOLVED LOT LINE
ONE -SIXTEENTH SECTION LINE
SECTION LINE
CENTERLINE OF RIGHT-OF-WAY
A 116o TRENTON AVENUE
N89.56'33°E 1034.72' i
A lsos o i A 1os1
0 `
R,� `Lh J
o •hh J
moo- Gj
v
o�•
DC� • t,l_iQ4CA1 7A
SEE SHEET 5 7F14
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
FASTING
ELEVATION
DESCRIPTION
1055
388593.57
3284946.07
3780.63
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1058
388567.77
3285351.95
3797.43
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1059
388569.06
3285691.27
3799.35
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1060
388595.41
3286140.62
3790.42
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1061
388571.20
3286586.30
3780.47
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1079
388694.25
3286599.41
3794.21
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1080
388566.90
3285461.16
3799.59
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1081
388863.60
3285813.48
3842.46
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1090
388896.10
3285431.22
3854.82
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1091
388867.21
3284964.11
3843.95
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1151
388567.52
3284834.04
3774.22
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1152
388423.56
3285534.40
3778.91
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1158
388568.95
3286432.56
3785.38
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1160
388868.51
3285043.38
3845.20
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1161
388887.37
3284911.12
3845.62
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1163
388422.42
3286521.78
3767.59
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1606
388867.96
3285585.22
3844.94
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
N
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
Zr
0
164.90'
A 1061
W
2
cn
N=388582.83
w
E=3286534.18
u
<n
REGISTERED
PROFESSIONAL
LAND. SURVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
��A
CS 20235
S
\�AS�
6�.
1094 0
\
LEGEND
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
SEE SHEET 8 OF 14
�o
1372
„0 0 1613
A=34'30'00'
L=102.88'
R=170.85'
0 1093
1364
•
0 16 44
SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
FOUND IRON PIPE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
UNRESOLVED LOT LINE
CENTERLINE OF RIGHT-OF-WAY
O�0
A=34 30 00 O O
L=122.17' �O
R=202.89'
0 0
• 1371 1370 1369 1368
IOWA AVENUE 1612
0 0
1218.75' A 1097
0 1611 � 1098 � 1610
1367
a �o�
5
O o
�O
� 1363
0 1092
p 1615 VICKSBURG AVENUE 1162
�@
Oo� o� �
000 �0
in,)4 1R'
A 1095
N89'55'58"E 1311.91'
N=389412.13
E=3286253.30
(RADIUS POINT)
Ib,
do-
IVIOT
60*
ti
N 19'43'29AE 254.26'
N=389472.31
E=3286398.07
DESCHUTES COUNTY SURVEYOR
FINED g/2,0;0 13Y: l
® N=389711.65
E=3286484.36 O�
(�p
IrO Q�
O
N=389472.31
E=3286398.54
0.48'-- N=389472.41
92.68' E=3286491.22
(RADIUS POINT)
1365
N89'55'03"E 1223.98'
� 1089 194.80' `
' N=389182.24 N=389182.52
0 1172 J:(/ E=3286108.74 E=3286303.54
N=389122.03
Q' CAE=3285963.94
1366 �b _y
(RADIUS POINT) 60, �/ v
pO
SEE SHEET 6 OF 14
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1089
389194.36
3286104.97
3902.02
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1092
389195.35
3285311.30
3933.58
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1093
389192.96
3284983.37
3916.86
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1094
389338.36
3284821.05
3922.51
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1095
389167.82
3285701.31
3918.39
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1096
389451.40
3286394.96
3926.48
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1097
389486.66
3286064.00
3973.96
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1098
389457.38
3285714.77
3976.84
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1099
389487.02
3285145.76
3976.36
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1162
389166.48
3285560.07
3920.96
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1172
389166.46
3285959.38
3907.18
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1607
389313.80
3286258.24
3917.24
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1608
389370.04
3286316.64
3923.30
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1610
389458.40
3285826.53
3977.70
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1611
389456.71
3285575.97
3977.00
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1612
389456.64
3285526.72
3977.62
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1613
389520.71
3285020.31
3978.36
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1614
389168.75
3285078.02
3921.19
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1615
389169.23
3285179.29
3929.05
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
ma
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
v
REGISTERED
PROFESSIONAL
LANCYSUPYEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
N
o
N
cis
CS 2oz35
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
N89'25'43"E 20.00' R50 �ij
1401
N00'34'17"W 22.85' 1402
p� p�
1511 �0 60-
CENTRAL OREGON G
COMMUNITY COLLEGE
1- cOUR
� 1510
A=125'18'33"
N=38
E=32
N=389755.04
E=3284701.71 + _
1374
o•
M N=389700.25
�� E=3284887.74
Nss- -, �00 (RADIUS POINT)
Lo- 27P Ifs
lo
oo 1373PD)92c
o o� „o \ /
BOO O SEE SHEET 7 OF 14
R=166.00'
io- 1404
N=390157.87
E=3284703.56
(CENTERLINE
INTERSECTION)
\\�'0001'
S54'07'1O"W
105.69' \
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1510
390050.98
3284533.88
4046.81
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1511
390156.69
3284357.36
4034.95
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
84887.66
0 00� oo�
odd
7v'
o �
o ono°
p�� 0
30'
60'
O
�o
9760.25
c
A 1173 N89'55'32"E 1031.50' 1031.46'
R I M R O C K DRIVE 1171 N=389761.60
E=3285919.12
I pOO� v d�
�o o 04)j
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1170
389902.70
3285934.40
4052.22
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1171
389747.30
3285577.53
4036.52
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1173
389773.03
3285227.59
4037.35
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1550
389624.05
3286124.86
4023.64
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1317
N=389761.60
E=3285919.16
0Na
1378
N=389929.29
1 00 E=3285918.90
1316
`-3' N00 04'28"W
167.69'
-0.04'
\ A i
N00'04'28"W
72.61'-
O?.
1]
h� ?�6'•� • 1376
� 1550
C
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
LEGEND
N=389777.55 '
E=3286162.09
DESCHUTES COUNTY SURVEYOR
FILED &/$ 202o BY: Dvn6Lhf4
PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON SHEET 2
SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
UNRESOLVED LOT LINE
CENTERLINE OF RIGHT-OF-WAY
REGISTERED
PROFESSIONAL
4F1,3-7-71 LAND SURVEYOR
A=12TO2'03"
L=150.28'
R=66.73'
09
[A7NDREWUSTON
EXPIRES: 6/30/2021
N
0
N
w
CS 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1071
389484.50
3288072.63
3827.71
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1072
390225.40
3287999.23
3904.70
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1073
389183.90
3288088.36
3805.17
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1074
389459.79
3287504.74
3825.25
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1075
389473.78
3287386.08
3829.32
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1076
389182.36
3287117.73
3818.69
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1155
389484.81
3287772.41
3821.84
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
�g4
ogo�
o
9
N=389472.97 `
E=3287144.76 _
0 0
n A 1408
N=389182.96 `T
E=3286901.55 - 201.41'
•
oo� o , 412 ��
N=389122.98 } � /
=328695. J
E 8 44
(RADIUS POINT) /
0 SEE SHEET 10 OF 14
�o Q
N=389603.01
E=3287377.29
(RADIUS POINT)
N=389673.19
E=3287507.25
1396
1072 0
N=390117.80
E=3288019.54
ti
N16'01'S0'W
64.25' �
� oo •
poi 1422
A=15'45'46'
L=141.87'
R=515.69'
0 1431
� n
(a
WEST HILLS AVENUE
0
139-8 1397 1395 1392
i N89'5923'E 913.64' Q 1155 l
247.14' - 1075 115.47' % - 551.04' - L
1074 10 WA AV E N U E
t1 • 1399 • 1393 • 1394 1391
0 0 N=389473.01 N=389473.03
N=389412.98 �' �j E=3287391.89 E=3287507.36
E=3287247.39
(RADIUS POINT) 6p,
4
�Q
1409
N=389243.06
E=3287247.48
(RADIUS POINT),, 0
�' 1407 1406
• N89'58'59"E 576.04' • N=389183.13
- 374.63' - � E=3287477.59
VICKSBURG AVENUE
• 1405
)2
.96
(�
w`�v 0
4
0 C
1432
40'
1390
•
N=389473.13
E=3288058.39
1
1424
°° WN
Io\
R/W DEDICATION
PER PARTITION PLAT NO. 2018-24 (AG)
1425
26
1423
� 1428 ,
PARCEL 1
VARIES
o
VARIES 00%�
�O o
N I 0 1073
o�Lf)
SEE SHEET 10 OF 14
fDESCHUTES COUNTY SURVEYORLED BY: Dtinkat*Q
LEGEND
®®
PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON SHEET 2
Q®
SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
o®
FOUND IRON PIPE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
O®
FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
0®
FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
s®
FOUND IRON ROD WITH ALUMINUM CAP, SEE
SEE FOUND MONUMENT TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
- - - - - -
- DEDICATED RIGHT-OF-WAY
UNRESOLVED LOT LINE
-
CENTERLINE OF RIGHT-OF-WAY
N REGISTERED
PROFESSIONAL
SCALE LAN U EY0R
100 0 50 100 200
1 1 1 1 1 zwoi���
OREGON
(FEET) JAN. 21, 2009
1 INCH = 100 FEET ANDREW N. HUSTON
EXPIRES: 6/30/2021
F
N
o
N
M 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
LEGEND
®® PRIMARY SURVEY CONTROL, SEE PARAMETRIX
PRIMARY CONTROL TABLE ON SHEET 2
Q® SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
e® FOUND IRON PIPE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
�® FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
O® FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
® FOUND SPIKE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
UNRESOLVED LOT LINE
ONE -SIXTEENTH SECTION LINE
SECTION LINE
CENTERLINE OF RIGHT-OF-WAY
DESCHUTES COUNTY SURVEYOR
FILED ���' Z02-D BY: Dull
k�l
SEE SHEET 9 OF 14 SEE SHEET 9 OF 14
k�
�\9 v
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1061
388571.20
3286586.30
3780.47
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1062
388574.42
3287395.87
3739.75
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1063
388590.13
3287788.44
3749.24
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1064
388607.04
3288153.38
3735.77
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1065
388564.26
3288348.91
3737.71
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1070
388969.24
3288362.21
3789.82
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1077
388992.77
3286920.05
3814.76
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1078
388875.35
3286817.69
3807.44
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1079
388694.25
3286599.41
3794.21
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1156
388892.37
3287105.24
3785.61
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1157
388891.28
3287393.83
3773.52
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1158
388568.95
3286432.56
3785.38
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1163
388422.42
3286521.78
3767.59
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
i
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
REGISTERED
PROFESSIONAL
LANMURVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
ptl
N
0
IZ 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
0 o
ul
-
wo 0 1501
w � �
QI 1456 1457
w �
cn
OOO o OO
�QO p0
LEGEND
Q®
O®
000 0�00
o Qbp p�0
1459
N8T56'46"E 1528.11'
0 1502 Q U I N CY AVENUE A 1503
SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
FOUND IRON PIPE, SEE FOUND MONUMENT
TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
- - - - - - - DEDICATED RIGHT-OF-WAY
UNRESOLVED LOT LINE
ONE -SIXTEENTH SECTION LINE
CENTERLINE OF RIGHT-OF-WAY
1458
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1190
387909.58
3288313.07
3629.54
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1501
388289.32
3287023.15
3731.60
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1502
388259.14
3287315.56
3716.82
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1503
388261.37
3287630.11
3700.44
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1504
388292.88
3287764.69
3695.93
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1505
388263.43
3287968.28
3684.07
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1506
388209.47
3288062.62
3669.06
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1507
387929.35
3288051.12
3645.47
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1508
387996.43
3288355.74
3634.74
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1509
387624.49
3288378.04
3615.30
SET MAC NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
N=388281.49
0 0 E=3288062.63
1460 , X4An-f
� 1504
8.16'
0 1505
I I I N=388273.33
c E=3288062.62
R/W DEDICATION o 0
VOL. 121, PG. 0598 N
N=387957.64
E=3287977.09
N89'56'46"E 85.28'
0u
000
o ��Q
p0 6vp
N=388353.30
E=3288062.69 I 30
0
�CIO1-m
FS899 4846" E 86.10'
N=388281.21
E=3288148.73
`DESCHUTES COUNTY SURVEYOR
FILED !0 8' �4Z0 BY: Dunke1
N=388051.64
;� _ E=3288337.66
SIN$o
o 40 4
o 0 1461
0 0
P O RT LA N D AV E N U E k �1508 E=3288427 93
,I
_7 � 275.55' 90.00' i
_ _`_ N8T49'52°E 365.55'
I 14
\co
cq
00
N=387957.72 T \
E=3288062.37
00
FFT I j
0O
6
N=387960.83
E=3288062.37 8 E=3288337.93
6@0
0� I 1465
M
O
M
o
0 0
O N
O
z
N=387681.331
E=3288338.75
OGDEN AVENUE
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
lk1509
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
� 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
O� Q
o �o�o w1c,Q p�
d, *@
89• • b PARCEL 1
m k�56 639
= R�`360.Op' $ o
rrn� ct
1433
0 1069 '
0 1039.80,
� - - • 1070 - - -
_ TRENTON AVENUE
696.07' t j N04 26'41 "E 10.24'
N=388581.35
E=3288497.99
l442
l445
E��IBr�
1320
N89'58'58"E 1291.39'
PARCEL 2
N=388972.17
E=3289099.54
I&
1437
241.59'
4
T1436 N=388972.24
$ E=3289341.13
co
0
ass00
�
o�
co
w
�r
0
0
0
z
0 1153 1067 1301 ��
N89.50'04"E 601.02' - SAG I NAW AVENUE
®C
ll 4-4-61 1
0�0
0000� 10 6@0
�O
29
1439
ROANOKE AVENUE
N=388375.15 - - - Al 1154 N89'59'10"E 700.75' A-
E=3288397.98
1441 1440 1443 1444
oo�
0 00� o
u
QV��cY
� �FN
CiF
PARAMETRIX SECONDARY CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1065
388564.26
3288348.91
3737.71
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1066
388598.46
3288607.02
3731.61
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1067
388601.76
3288871.71
3715.04
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1068
388830.70
3289068.59
3722.88
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1069
389005.71
3288748.74
3765.42
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1070
388969.24
3288362.21
3789.82
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1153
388611.39
3288702.44
3726.58
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1154
388361.80
3288721.40
3701.99
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
1159
388358.52
3288949.48
3682.65
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX
N=388300.38
E=3289098.62
m0
N m
rn
40'
DESCHUTES COUNTY SURVEYOR
�/ F/2-OXO ; Dun6,l'
FILED �Y
LEGEND
Q® SECONDARY CONTROL, SEE SECONDARY
CONTROL TABLE ON THIS SHEET
�® FOUND IRON ROD WITH NO CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
Q® FOUND IRON ROD WITH CAP, SEE FOUND
MONUMENT TABLE ON SHEETS 13 & 14
+xx
X FOUND SECTION CORNER, SEE FOUND
X ® MONUMENTS TABLE ON SHEETS 13 & 14
PROJECT AREA RIGHT-OF-WAY LINE
LUNRESOLVED LOT LINE
SECTION LINE
1438 N89'55'08"W 285.12' 30 29
N=388583.09
1309 - CENTERLINE OF RIGHT-OF-WAY E=3289099.01 3132
N=388375.32
E=3289098.73
REGISTERED
O�OO PROFESSIONAL
LAN ,SU EYOR
22 _
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
N
SCALE
100 0 50 100 200
(FEET)
1 INCH = 100 FEET
EXPIRES: 6/30/2021
0
CS 20235
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
( ) = MONUMENT SET PER CITED REFERENCE, SEE SHEET 1 OF 14 FOR REFERENCES
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1300
388553.50
3287394.98
FOUND 1/2 INCH IRON PIPE (W)
1301
388600.21
3289057,91
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1302
388000.75
3285288.65
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.5' (E)
1303
388034.19
3285252.42
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.5' (E)
1304
388122.01
3285153.83
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.5' (E)
1309
388599.65
3289343.02
FOUND 2.5 BC SEC COR (GG)
1316
389839.67
3285949.32
FOUND 1/2 INCH IRON ROD (R)
1317
389731.45
3285878.94
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 1642 (S)
1318
390123.32
3288038.76
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (GG)
1319
390125.57
3288058.81
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (GG)
1320
389012.00
3288749.64
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.4' (GG)
1321
388728.56
3284211.03
FOUND 5/8 INCH IRON ROD, FLUSH (C)
1322
388821.01
3284210.90
FOUND 5/8 INCH IRON ROD, UP 0.4' (D)
1323
388625.60
3284210.90
FOUND 3 INCH ALUMINUM CAP SECTION CORNER, UP 0.15' (C)
1324
388742.24
3284346.24
FOUND 5/8 INCH IRON ROD, FLUSH (B)
1325
388516.55
3284558.04
FOUND 5/8 INCH IRON ROD YELLOW PLASTIC CAP STAMPED WH PAC, LAYING ON SIDE (C)
1326
388673.10
3284306.00
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED WHPACIFIC, FLUSH (C)
1327
388751.42
3284330.73
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, UP 0.2' (B)
1328
388483.47
3284605.20
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED WHPACIFIC, FLUSH (C)
1329
388294.68
3284834.03
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED WHPACIFIC, FLUSH (C)
1330
388619.12
3284549.11
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED AXIS, UP 0.2' (D)
1331
388550.44
3284649.20
FOUND 5/8 INCH IRON ROD, DOWN 0.4' (E)
1332
388087.24
3285072.36
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED WHPACIFIC, FLUSH (C)
1333
387815.34
3285357.32
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.15' (C)
1334
387772.21
3285392.99
FOUND 5/8 INCH IRON ROD WITH NOT LEGIBLE YELLOW PLASTIC CAP, UP 0.15' (C)
1335
387592.68
3285518.98
FOUND 2 INCH ALUMINUM CAP NOT LEGIBLE, FLUSH IN ASPHALT, NO RECORD
1337
388547.58
3284652.58
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1338
388416.22
3284815.60
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1339
388354.84
3284886.55
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.2' (E)
1340
388149.66
3285122.47
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED AES, FLUSH (E)
1341
388147.59
3285124.75
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.4' (E)
1342
387990.68
3285299.21
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.4' (E)
1343
387641.25
3285582.93
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.3' (NN)
1344
387641.02
3285581.48
FOUND 5/8 INCH IRON ROD, FLUSH (NN)
1345
388895.50
3284435.50
FOUND 5/8 INCH IRON ROD, UP 0.3' (D)
1346
388550.65
3284848.56
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1347
388550.60
3284880.44
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1348
388550.97
3285059.10
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1349
388550.95
3285094.40
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.3' (E)
1350
388551.13
3285193.21
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.4' (E)
1351
388611.25
3285180.69
FOUND 5/8 INCH IRON ROD WITH BROKEN YELLOW PLASTIC CAP, DOWN 0.5' (E)
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1352
388551.66
3285510.07
FOUND 5/8 INCH IRON ROD, DOWN 0.4' (1)
1353
388551.11
3285356.30
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1354
388551.38
3285380.78
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1355
388611.63
3285497.20
FOUND 5/8 INCH IRON ROD, UP 0.1' (E)
1356
388615.22
3285380.39
FOUND 5/8 INCH IRON ROD, DOWN 0.2' (E)
1357
388662.45
3285633.24
FOUND 5/8 INCH IRON ROD BENT, TIED POINT OF ENTRY, DOWN 1.0' (MM)
1358
388841.47
3285179.47
FOUND 1/2 INCH IRON ROD, UP 0.2' (D)
1359
388841.80
3285009.94
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BURKE, FLUSH (LL)
1360
388841.61
3284979.90
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 1542, UP 0.2' (LL)
1361
389305.31
3284385.65
FOUND 3/4 INCH IRON PIPE, UP 0.2' (D)
1362
389167.13
3285004.46
FOUND 5/8 INCH IRON ROD, UP 0.3' (A)
1363
389211.34
3285180.07
FOUND 5/8 INCH IRON ROD, FLUSH (D)
1364
389210.74
3285079.26
FOUND 5/8 INCH IRON ROD, UP 0.1' (A)
1365
389212.22
3286096.28
FOUND 5/8 INCH IRON ROD, UP 0.5' (KK)
1366
389151.50
3285964.56
FOUND 5/8 INCH IRON ROD, DOWN 0.4' (II)
1367
389441.50
3285726.17
FOUND 5/8 INCH IRON ROD WITH FADED PINK PLASTIC CAP STAMPED KARL, DOWN 0.5' (Q)
1368
389500.95
3285679.05
FOUND 3/4 INCH IRON PIPE, UP 0.8' (R)
1369
389501.14
3285318.40
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, UP 0.6' (P)
1370
389501.32
3285218.45
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED OMAN, UP 1.0' (P)
1371
389509.62
3285174.58
FOUND 5/8 INCH IRON ROD, UP 0.8' (R)
1372
389539.51
3285069.12
FOUND 5/8 INCH IRON ROD, UP 0.2' (P)
1373
389612.37
3284962.39
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED OMAN, UP 0.3' (0)
1374
389730.30
3284684.74
FOUND 1/2 INCH IRON ROD, FLUSH (D)
1375
389730.64
3285179.08
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BRYANT LS 920, FLUSH (N)
1376
389672.41
3286069.22
FOUND 5/8 INCH IRON ROD, UP 0.2' (R)
1377
389676.70
3286182.56
FOUND 3/8 INCH IRON ROD, FLUSH (T)
1378
389929.71
3285949.11
FOUND 5/8 INCH IRON ROD, FLUSH (U)
1379
389721.72
3286456.27
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, UP 0.4' (V)
1380
388301.64
3285784.90
FOUND NAIL WITH BRASS WASHER IN ROCK (G)
1381
388300.49
3285784.94
FOUND 1/2 INCH IRON ROD, UP 0.3' (H)
1382
388241.22
3285785.80
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED OMAN 702, DOWN 0.4' (J)
1383
388301.83
3286504.42
FOUND 3/4 INCH IRON PIPE, DOWN 0.5' (G)
1384
388302.03
3286564.48
FOUND 1/2 INCH IRON PIPE (1)
1385
388241.95
3286564.35
FOUND 3/4 INCH IRON PIPE, DOWN 0.3' (1)
1386
387997.17
3286498.41
FOUND 1/2 INCH IRON ROD, UP 0.5' (1)
1387
387931.13
3285689.93
FOUND 5/8 INCH IRON ROD, DOWN 0.5' (PP)
1388
387931.86
3286102.47
FOUND SCRIBED X ON ROCK, DOWN 0.2' (00)
1389
387992.10
3286085.14
FOUND 5/8 INCH IRON ROD, UP 0.3' (QQ)
1390
389503.01
3288018.38
FOUND 1/2 INCH IRON ROD, UP 0.2' (1)
1391
389442.94
3287778.02
FOUND 1/2 INCH IRON PIPE, DOWN 0.2' (Z)
1392
389503.23
3287657.27
FOUND 3/4 INCH IRON ROD (HH)
DESCOUNTY SURVEYOR
FILLED & /S Z43Y: Oun4l bi
REGISTERED
PROFESSIONAL
LAND S URVEYO R
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
CS 2oz35
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND NEWPORT CORRIDOR IMPROVEMENT PROJECT (SOUTH AWBREY BUTTE)
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 30 AND THE NORTH HALF (N1/2) OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 12 EAST
AND THE SOUTHEAST QUARTER (SE1/4) OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MAY 2020
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1393
389443.02
3287535.05
FOUND 5/8 INCH IRON ROD, DOWN 0.3 (AA)
1394
389443.08
3287657.94
FOUND SQUARE TOP IRON ROD (Z)
1395
389503.07
3287537.34
FOUND 5/8 INCH IRON ROD, DOWN 0.4' (HH)
1396
389623.20
3287537.28
FOUND 5/8 INCH IRON ROD (HH)
1397
389502.92
3287380.79
FOUND 5/8 INCH IRON ROD BENT, TIED POINT OF ENTRY (X)
1398
389503.16
3287355.44
FOUND 1/2 INCH IRON ROD, UP 0.2' (X)
1399
389443.09
3287405.26
FOUND 5/8 INCH IRON ROD, DOWN 0.6' (AA)
1400
389502.84
3287144.75
FOUND 5/8 INCH IRON ROD, DOWN 0.3' (W)
1401
390252.04
3284374.40
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE (JJ)
1402
390228.77
3284354.64
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE (JJ)
1403
390095.88
3284617.85
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE (JJ)
1404
390156.59
3284702.12
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE (JJ)
1405
389153.03
3287777.51
FOUND 5/8 INCH IRON ROD (CC)
1406
389213.17
3287477.58
FOUND 3/4 INCH IRON ROD, DOWN 0.4' (CC)
1407
389212.99
3287247.88
FOUND 5/8 INCH IRON ROD, DOWN 0.4' (1)
1408
389213.01
3286951.54
FOUND 2-1/2 INCH ALUMINUM CAP STAMPED PROPERTY CORNER LS 1081 (BB)
1409
389302.73
3287179.86
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, DOWN 1.0' (BB)
1410
389213.37
3287091.54
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED KERN LS1081, DOWN 0.3' (BB)
1411
389153.16
3287115.51
FOUND 1/2 INCH IRON ROD, DOWN 1.0' (1)
1412
389152.75
3286959.04
FOUND 1/2 INCH IRON ROD (II)
1413
388974.00
3286937.12
FOUND 5/8 INCH IRON ROD (1)
1414
388923.77
3287086.81
FOUND 5/8 INCH IRON ROD (1)
1415
388923.31
3287557.42
FOUND 5/8 INCH IRON ROD, UP 0.2' (CC)
1416
388844.25
3287538.81
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED CWEC, UP 0.2' (GGG)
1417
388842.99
3286547.28
FOUND 5/8 INCH IRON ROD WITH PINK PLASTIC CAP NOT LEGIBLE (L)
1418
388612.12
3286491.74
FOUND 5/8 INCH IRON ROD (K)
1419
388923.87
3287238.98
FOUND 5/8 INCH IRON ROD (1)
1420
388791.93
3286671.05
FOUND 5/8 INCH IRON ROD WITH PINK PLASTIC CAP STAMPED PLS 2575 (L)
1421
389371.01
3288098.59
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1422
390044.95
3287998.72
FOUND 5/8 INCH IRON ROD BENT, TIED POINT OF ENTRY (GG)
1423
389915.69
3288097.25
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1424
389916.27
3288077.44
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS681, DOWN 0.4' (GG)
1425
390067.62
3288075.51
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1428
389806.16
3288097.66
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS681 (GG)
1431
389915.86
3288017.17
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1432
389743.06
3288017.16
FOUND 5/8 INCH IRON ROD (HH)
1433
389011.91
3288458.73
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1434
388921.88
3288785.13
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 1.0' (GG)
1435
388932.36
3288786.14
FOUND 5/8 INCH IRON ROD BENT, TIED POINT OF ENTRY (GG)
1436
388932.23
3289139.46
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1437
389012.33
3289314.45
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
( ) = MONUMENT SET PER CITED REFERENCE, SEE SHEET 1 OF 14 FOR REFERENCES
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1438
388599.99
3289138.96
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, DOWN 0.3' (GG)
1439
388400.18
3288684.15
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED DEA (AAA)
1440
388350.20
3288684.78
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED MSC LS58541 (YY)
1441
388350.21
3288397.98
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED MSC LS58541 (YY)
1443
388350.13
3288784.66
FOUND 5/8 INCH IRON ROD WITH RED PLASTIC CAP STAMPED LS1026, DOWN 0.7' (YY)
1444
388350.38
3289059.62
FOUND 5/8 INCH IRON ROD WITH YELLO PLASTIC CAP STAMPED BRYANT LS920 (BBB)
1445
388561.36
3288498.05
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BAXTER, UP 0.2' (ZZ)
1446
388561.89
3288684.20
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED DEA (AAA)
1447
388601.24
3288080.64
FOUND 5/8 INCH IRON ROD, DOWN 0.3' (GG)
1448
388553.42
3288020.32
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS2257 (FF)
1449
388601.61
3288020.71
FOUND 5/8 INCH IRON ROD (GG)
1450
388614.00
3288020.72
FOUND CONCRETE SPIKE (GG)
1451
388992.99
3288019.72
FOUND 5/8 INCH IRON ROD (GG)
1452
388931.96
3288079.78
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA (GG)
1453
388242.75
3286698.70
FOUND 1/2 INCH IRON ROD, DOWN 0.6' (SS)
1454
388302.10
3286795.33
FOUND 1/2 INCH IRON ROD, DOWN 0.3' (RR)
1455
388302.20
3286895.19
FOUND IRON BOLT, DOWN 0.3' (RR)
1456
388242.23
3287005.12
FOUND 1/2 INCH IRON ROD, DOWN 0.2' (SS)
1457
388242.27
3287105.06
FOUND 1/2 INCH IRON ROD, DOWN 0.3' (SS)
1458
388242.41
3287405.22
FOUND 1/2 INCH IRON ROD (UU)
1459
388303.01
3287494.90
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED KERN LS 1081 (W)
1460
388303.14
3287944,86
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 2257 (FF)
1461
388001.76
3288377.84
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE (DDD)
1462
387921.51
3288378.04
FOUND 5/8 INCH IRON ROD BENT, TIED POINT OF ENTRY (CCC)
1463
387807.41
3288378.33
FOUND 5/8 INCH IRON ROD WITH RED PLASTIC CAP NOT LEGIBLE (CCC)
1464
387681.45
3288378.79
FOUND 112 IRON PIPE, DOWN 0.4' (CCC)
1465
387808.51
3288298.94
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BAXTER (EEE)
1466
388303.39
3288026.49
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 2257, UP 0.7' (FF)
1469
388241.87
3288099.01
FOUND 2-3/4 INCH IRON PIPE, UP 0.3' (XX)
1470
388321.37
3288098.86
FOUND 5/8 INCH IRON ROD (XX)
1471
387932.69
3288027.12
FOUND 5/8 INCH IRON ROD, DOWN 0.5' (FFF)
1472
388613.09
3286776.76
FOUND 3/4 INCH IRON PIPE, DOWN 0.5' (M)
1473
388613.44
3286899.60
FOUND 5/8 INCH IRON ROD, DOWN 0.3' (DD)
1474
388613.64
3287099.37
FOUND 5/8 INCH IRON ROD, UP 0.2' (1)
1475
388553.37
3287295.08
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED KERN LS 1081 (W)
1476
388613.80
3287659.39
FOUND 1/2 INCH IRON ROD, UP 0.5' (EE)
1477
388553.50
3287698.77
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED BK RK LS 2257 (WW)
1478
388552.93
3286795.24
FOUND 1/2 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED COOK ENG LS 510 (TT)
1479
388552.67
3286384.24
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED DEJARNETT (G)
1480
388552.23
3286082.50
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED TYE ENG, UP 0.5' (F)
1481
388612.36
3286131.99
FOUND 5/8 INCH IRON ROD, DOWN 2.0' (MM)
.7't'Itl�M�iL�M: i114.stsiJvs:4•�•r.•�nnllirt�tafw+:�wlw�wa►.r.r �.c:. -. �• +w w..e.�: :��.� "-r �..a.:.1.:..:sc'.:L. •��..�:om �:G.4T :!n
DESCHUTES COUNTY SURVEYOR
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FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
1490
388172.31
3285096.23
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1491
388210.25
3285052.56
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.2 (E)
1492
388248.42
3285008.76
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
1493
388286.53
3284964.90
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.35 (E)
1494
388327.21
3284918.26
FOUND 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH (E)
REGISTERED
PROFESSIONAL
.AND SURVEYOR
OREGON
JAN. 21, 2009
ANDREW N. HUSTON
EXPIRES: 6/30/2021
CS 20235