HomeMy WebLinkAboutSurvey 21645SCALE: 1 "= 50 FEET
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ORIGINAL PAGE SIZE: 18" X 24"
NARRATIVE
PURPOSE:
THE PURPOSE OF THIS SURVEY WAS TO SURVEY AND REPLACE THE EXISTING MONUMENT LOCATED IN THE
INTERSECTION OF COOK AVENUE AND 5TH STREET PURSUANT TO ORS 209.150(1), DUE TO THE GRINDING AND
REPAVING OF COOK AVENUE. THIS SURVEY IS NOT INTENDED TO BE A CENTERLINE OR RIGHT-OF-WAY
RETRACEMENT.
RESEARCH:
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE WHERE
RECORD MONUMENTS FELL. A PRE -CONSTRUCTION FIELD SEARCH WAS CONDUCTED TO TIE THE EXISTING
MONUMENTS. WE FOUND ONE (1) MONUMENT IN THE EXISTING ASPHALT. THE MONUMENT WAS FOUND DISTURBED
AT RECORD POSITION PER CS15167 ()R2. THE MONUMENT WAS REMOVED AFTER IT WAS TIED FOR THE PAVING
PROJECT.
REFERENCING PROCEDURES:
PROJECT CONTROL WAS ESTABLISHED ON SITE USING ORGN RTK. MONUMENT OBSERVATION WERE TIED USING
USING ROBOTIC TOTAL STATION. A LEAST SQUARES CONTROL NETWORK ADJUSTMENT WAS PERFORMED TO
FINALIZE THE COORDINATES OF THE PROJECT CONTROL AND MONUMENT TIES.
REMONUMENTATION PROCEDURES:
AFTER THE COMPLETION OF THE GRINDING AND REPAVING, A MAG SPIKE WITH WASHER WAS SET FLUSH AT THE
SURFACE OF THE NEW ASPHALT AT RECORD POSITION PER CS15167 ()R2, BY USING THE RECORD COORDINATE
DATA OF FOUND MONUMENTS PER CS15068 ()R1. CS15167 ()R2 REFERS TO CS15068 ()R1 FOR COORDINATE
VALUES NOT LISTED ON THE SURVEY. MONUMENT WAS SET USING ROBOTIC TOTAL STATION FROM PROJECT
CONTROL. PROJECT CONTROL IS NOT SHOWN ON THIS SURVEY AS IT WAS TEMPORARY IN NATURE.
DISCLAIMER:
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND MONUMENTS RELATIVE TO ANY RECORD
PROPERTY LINE, SECTION LINE, ROAD RIGHT-OF-WAY OR CENTERLINE, OTHER THAN THE LOCATION AT WHICH IT
WAS FOUND AND TIED BY DESCHUTES COUNTY IN AUGUST OF 2025. TAX LOT LINES SHOWN ARE DERIVED FROM
COUNTY GIS AND SHOULD BE CONSIDERED APPROXIMATE.
FIELD NOTES RECORDED IN DCRD FIELD BOOK244, PAGES48-50.
BASIS OF BEARINGS
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON COORDINATE
SYSTEM (COGS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS:
LINEAR UNIT:
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43000'00" N
LONGITUDE OF CENTRAL MERIDIAN:
121 °17'00" W
NORTHING AT GRID ORIGIN:
0.000 ift
FASTING AT CENTRAL MERIDIAN:
3,300,000.000 ift
SCALE FACTOR ON CENTRAL MERIDIAN:
1,00016 (EXACT)
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE PRECEDING
PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN
HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN
CONVERGENCE.
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL -TIME KINEMATIC (RTK) OBSERVATIONS USING
CORRECTORS BROADCAST FROM THE ODOT OREGON REAL-TIME GNSS NETWORK (ORGN) AND THE DESCHUTES
COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE
SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE
DESCHUTES 13 TRANSFORMATION.
LEGEND
0
FOUND MONUMENT AS NOTED IN MONUMENT
TABLE, UNDER ASPHALT, SET 6" MAG SPIKE WITH
1-1/2" STEEL WASHER MARKED "DCSO" FLUSH
WITH SURFACE OF NEW PAVEMENT AT RECORD
POSITION PER ()R2
•
FOUND MONUMENT AS NOTED IN MONUMENT
TABLE
IR
IRON ROD
YPC
YELLOW PLASTIC CAP
W/
WITH
FND
FOUND
DCSO
DESCHUTES COUNTY SURVEYOR'S OFFICE
POE
POINT OF ENTRY
TL
TAX LOT PER TAX MAP 161231A
OD
OUTSIDE DIAMETER
MONUMENT TABLE -
POINT #
NORTHING
:...................... :......................
EASTING
:..........................................................................................................
FOUND MONUMENT DESCRIPTION
REFERENCE
:...........................................
REMARKS
:.............................
..................
101
E 419128.87E
3287604.79E
FND 5/8" IR W/ILLEGIBLE YPC
FND PER CS15068 ()R1s
DOWN 0.9'
102
E 419128.92E 3287605.65E
:...................... :...................... :..........................................................................................................
FND 1-1/4" OD AXLE
E FND PER CS15068 ()R1
:...........................................
DOWN 1.1'
:.............................
..................
103
E 418472.72E
3287535.51E
FND 1/2" IP (3/4" OD)
FND PER CS13483
E DOWN 0.4'
104
E 418497.55E
3287535.54E
FND 5/8" IR W/DAMAGED YPC
CS10245
E DOWN 0.3'
105
E 418597.67E
3287535.48E
FND PK NAIL W/1-1/2" BRASS WASHER "L MILLER PLS 2513' ; CS13483
E TOP OF CURB
300
E 418802.77E
3287570.22E
FND 5/8" IR, DISTURBED, LEANING SE'LY, TIED POE
CS15167 ()R2
E RESET
4TH STREET
5TH STREET
n 4201
6TH STREET
101
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103
REFERENCES
()R1 RECORD INFORMATION PER SURVEY CS15068, BY MICHAEL
BERRY, PLS 2390, FILED 08/1512002, DCSO.
()R2 RECORD INFORMATION PER SURVEY CS15167, BY MICHAEL
BERRY, PLS 2390, FILED 11/19/2002, DCSO.
DESCHUTES COUNTY SURVEYOR
F IsJ�p 12ozssire Collins
n goo
n 41601
n 4701
IL 4702
/!-420-aO0?S
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICE POST -CONSTRUCTION RECORD OF SURVEY SHEET
00 REPAVING COOK AVENUE 1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581 SW 1 /4 OF THE NE 1 /4 S 31 T16 S, R 12E, W.M. OF
PROJECT : W66159 DATE:10-20-2025 IDRAWN BY: JDP ICHECKED BY: JKD, KRS DESCHUTES COUNTY, OREGON 1
FILE NAME: J:\CAD\Prolects\Surveyinq\W66159 Paving of Tumalo Rd dwq 61159 ROS Cook and 5th.dwq �q