HomeMy WebLinkAboutSurvey 20805'S CO U ">-
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10.00' RIGHT-OF-WAY DEDICATION PER
xpp O%04� DOC. NO. 2019-05014 & 2019-02253
♦`� DESCHUTES COUNTY OFFICIAL RECORDS
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CS03992
�2s� �8b9 9, \ �` STA 6+97.20, 30.39'RT
N 8� �� / Q
0 100 ♦ 92006 Q-
SCALE
\ �O
60 0 30 60 120 `�� V
(FEET)
1 INCH = 60 FEET
SET MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
92000
368229.74
3298415.72
SET 1" BRASS CAP STAMPED "PARAMETRIX" FLUSH IN CONCRETE
92002
368334.38
3298400.50
SET 5/8" IRON ROD W/YPC STAMPED "PARAMETRIX" FLUSH
92003
368535.55
3298376.60
SET 5/8" IRON ROD W/YPC STAMPED "PARAMETRIX" FLUSH
92005
368505.75
3298381.51
SET 5/8" IRON ROD W/YPC STAMPED "PARAMETRIX" FLUSH
92006
368832.83
3298108.00
SET 1" BRASS CAP STAMPED "PARAMETRIX" FLUSH IN CONCRETE
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
2000
368229.71
3298415.75
FOUND REBAR AND CAP, DOWL, SET PER CS19969
2001
368233.76
3298448.57
FOUND REBAR AND CAP, DOWL, SET PER CS19969
2002
368334.35
3298400.50
FOUND REBAR NO CAP 5/8"
2003
368535.48
3298376.63
FOUND REBAR NO CAP , SET PER CS03974 NW CORNER COLUMBIA ESTATES
2005
368505.78
3298381.44
FOUND REBAR AND CAP LS681, SET PER CS03973
2006
368832.84
3298108.00
FOUND REBAR AND CAP OMAN PLS702, SET PER CS03992
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1000
368175.94
3298375.19
3748.97
FOUND REBAR AND CAP DOWL CONTROL
1001
368413.25
3298344.14
3747.10
FOUND REBAR AND CAP PMX CONTROL
1004
368701.50
3298276.36
3746,76
SET 5/8" REBAR W/ CAP PMX CONTROL
1005
j 368840.46
j 3298000.36
j 3747.42
j SET MAG NAIL
I
SURVEY REFERENCES:
(A) CS 03973 DESCHUTES COUNTY SURVEY RECORDS / JOHN C. BLUNT PLS 681 / 1986
(B) CS 03974 DESCHUTES COUNTY SURVEY RECORDS / EDWARD W. GRAVES PLS 980 / 1981
(C) CS 03992 DESCHUTES COUNTY SURVEY RECORDS / RAYMOND E. OMAN PLS 21090 / 1984
(D) CS 19969 DESCHUTES COUNTY SURVEY RECORDS / BRIAN C. COURSEN PLS 86998 / 2019
(E) COLUMBIA ESTATES / EDWARD W. GRAVES PLS 980 / 1981
(F) CS 03972 DESCHUTES COUNTY SURVEY RECORDS / JAMES E. BUSSARD PLS 599 / 1974
(G) EDGEWOOD SOUTH CS07073 DESCHUTES COUNTY SURVEY RECORDS / RICHARD H. GRAUE PLS 930 / 1979
RECORD OF SURVEY
CONTROL AND MONUMENT RECOVERY SURVEY
FOR THE CITY OF BEND BROSTERHOUS SIDEWALK PROJECT
LOCATED IN THE SOUTH HALF (S1/2) OF SECTION 16, TOWNSHIP 18 SOUTH,
RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O22
HORIZONTAL DATUM / BASIS OF BEARINGS:
HORIZONTAL DATUM AND BASIS OF BEARINGS FOR THIS SURVEY IS NAD 1983(91) BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS).
PROJECTION IS CENTRAL OREGON COORDINATE SYSTEM (COCS), INTERNATIONAL FEET.
VERIFICATION TIE TO CENTRAL OREGON COORDINATE SYSTEM CONTROL POINT B012, PUBLISHED BY THE DESCHUTES COUNTY SURVEYORS OFFICE.
POINT B012
N: 370481.63
E: 3290848.45
NARRATIVE:
THERE WAS NO PRE -CONSTRUCTION RECORD OF SURVEY COMPLETED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE RIGHTS -OF -WAY SHOWN ON THIS
SURVEY HAVE NOT BEEN RESOLVED AND DO NOT CONSTITUTE THE CURRENT RIGHT-OF-WAY OF RECORD. THIS SURVEY WAS PERFORMED FOR THE ESTABLISHMENT
` OF SURVEY CONTROL POINTS AND PERPETUATION OF RECOVERED BOUNDARY MONUMENT POSITIONS WITHIN THE PROJECT AREA THAT WERE DISTURBED OR
DESTROYED DURING CONSTRUCTION ACTIVITIES.
PPRCE_ 1 PER V)
v 0 k 1004
.ice S"O
O
4 hx`O N89'43'12"E
S89-43'00"W (B)
R=323.49 L=285.05' A--050'29'17"
N32'21'00"W
275.92'
/ R=323.49 (G)
m
z10
i
P PRCE` 2 PER LAi
THE CENTERLINE OF BROSTERHOUS ROAD WAS CALCULATED BASED ON RECORD DATA FROM (G). THE CENTERLINE WAS ALIGNED BY HOLDING A 30.00 FOOT TANGENT
WESTERLY FROM ORIGINAL MONUMENT (2000) PER (D) AND A 30.00 FOOT TANGENT WESTERLY FROM ORIGINAL MONUMENT (2003) PER (B).
THE STATIONING SHOWN ON THIS SURVEY IS CALCULATED STATIONING BASED ON THE RECORD DATA FROM QUITCLAIM DEED VOLUME 253, PAGE 478 DESCHUTES
COUNTY DEED RECORDS RECORDED JULY 6, 1977 AND (F) OF THE CENTERLINE OF BROSTERHOUS ROAD AND THE NORTHERLY RIGHT-OF-WAY OF SE CALDERA DRIVE
AS SHOWN PER DOCUMENT 2019-28869 DESCHUTES COUNTY OFFICIAL RECORDS. BEING STATION 0+00.00 AT THE CENTERLINE OF BROSTERHOUS ROAD AND A
PERPENDICULAR EXTENSION WESTERLY OF THE NORTHERLY RIGHT-OF-WAY OF SE CALDER DRIVE ACCESS PER DOCUMENT 2019-28869.
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.
20.00' EXTRA RIGHT-OF-WAY
SHOWN ON (A) AND (B)
l- STA 3+05.97, 30.00' RT
S89'43'00"W
S89.43'W (A)
92005
03
o STA 2+78.13, 30.10'RT
in N0702'56"W
= 172.40' PORE\pN
O �0� PEES
001 A G co oo\P ESQ
' U)
O
v
J I o
o �
o STA 1+05.73, 27.81'RT
R V E v z I s2oo2
S0704'53"E
0 ` 105.76' 2 PER `Ei
N 0707'07" W
105 50' PER (D) PROP
STA 0+00.00, 30.00'RT
' N82'57'40"E
33.13,
S 82'5254" W
33.09' PER (D)
0+00 /
92000 � � Q
BP STA 0+00.00 0
� P
S E
100
SURVEY NOTES:
A DILIGENT ATTEMPT WAS MADE TO ESTABLISH THE NEW SET MONUMENTS IN THE PREVIOUS LOCATION. THE ORIGINAL COORDINATE
VALUES AND THE NEWLY ESTABLISHED VALUES SHOULD NOT DETER FROM ACCEPTING THESE MONUMENTS AS PERPETUATION OF THE
ORIGINAL MONUMENT. THE MONUMENTS PLACED ARE WITHIN THE TOLERANCE AS ESTABLISHED BY ORS 92.050(2).
J
1 c:t__%Gnin•
A® PRIMARY CONTROL - SEE TABLE
0 ® SET 5/8" - 30" IRON ROD WITH CAP, SEE SET
MONUMENT TABLE ON THIS SHEET
®® SET 1" BRASS PLUG, SEE SET
MONUMENT TABLE ON THIS SHEET
® FOUND MONUMENT, SEE FOUND
MONUMENT TABLE ON THIS SHEET
PROJECT AREA RIGHT-OF-WAY LINE
UNRESOLVED LOT LINE
CENTERLINE OF RIGHT-OF-WAY
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2022
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