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PRE- CONSTRUCTION RECORD OF SURVEY <br />FOR: CIN OF SALEM <br />LOCATED IN THE S.W. 1/4 OF SECTION 5, S.W., S.E. & N.E. 1/4 OF SECTION 6, <br />T. 7 S., R. 2 W., W.M. CITY OF SALEM, MARION COUNTY, OREGON <br />NARRATIVE: NOVEMBER 15, 2021 <br />THE PURPOSE OF THIS SURVEY IS TO RECORD THE POSITIONS OF EXISTING MONUMENTATION WHICH MAY BE DISTURBED OR DESTROYED DURING THE <br />CONSTRUCTION OF THE SANITARY SEWER PUMP STATION AND FORCE MAIN IMPROVEMENTS (PROJECT NUMBER 717101) AND WATERLINE REPLACEMENT (PROJECT <br />NUMBER 721004) FOR THE CITY OF SALEM, IN CONFORMANCE WITH O.R.S. 209.155. THE LOCATION OF THE PROPOSED CONSTRUCTION IS GENERALLY WITHIN THE <br />LIMITS OF THE EXISTING PAVED ROADWAY OF HAYESVILLE DRIVE NE ALONG WITH ASSOCIATED SERVICE LINES, THE SEWER PUMP STATION SITE AT 4493 HAYESVILLE <br />DRIVE NE AND THE NORTHERLY 400 FEET OF THE ALLEY BETWEEN DREW STREET NE AND REBECCA STREET NE. <br />THE MONUMENTS WERE MEASURED USING A TRIMBLE R10 GNSS RECEIVER (HORIZONTAL RESOLUTION OF 8MM + 1 PPM RMS) UNDER OPTIMAL CONDITIONS (CLEAR <br />VIEW OF SKY WITH OPTIMAL SATELLITE CONFIGURATIONS), TRIMBLE TSC3 DATA COLLECTOR WITH TRIMBLE ACCESS 2016.12 AND THE OREGON REAL-TIME GPS <br />NETWORK (ORGN) WITH AN INTERNET DATA LINK. <br />THE BASIS OF BEARINGS USED FOR THIS SURVEY IS BETWEEN MONUMENT 2 AND MONUMENT 1 ALONG THE CENTERLINE OF PORTLAND ROAD NE AS SHOWN ON <br />SHEET 2, THE LINE BEING HELD AS NORTH 32011'49" EAST PER OCRS SALEM. BEARINGS ARE BASED ON OCRS (OREGON COORDINATE REFERENCE SYSTEM) SALEM <br />ZONE - NAD 83(2011) EPOCH 2010.00, USING THE ORGN (OREGON REAL TIME GNSS NETWORK). THE DISTANCES AND COORDINATES SHOWN HEREON ARE IN <br />INTERNATIONAL FEET. <br />HAYESVILLE DR NE <br />TO RETRACE THE CENTERLINE ALIGNMENT OF HAYESVILLE DR NE PER MCSR 2568, I FIRST DETERMINED THE BEGINNING STATION POINT (POINT 100 OF THIS SURVEY) <br />BY COMPUTING THE INTERSECTION OF THE LINES PRODUCED BETWEEN MONUMENTS 1-2 AND MONUMENTS 10-5, WHICH MATCHED DISTANCE SOUTHWESTERLY <br />ALONG THE CENTERLINE OF PORTLAND ROAD NE FROM MONUMENT 1 PER MCSR 38933. THE BEGINNING POINT WAS DESIGNATED STATION 10+00 PER MCSR 38933 <br />AND HELD AS THE BEGINNING STATION POINT FOR THIS SURVEY. I HELD MONUMENT 10 FOR THE P.C. AND HELD RECORD CURVE DATA PER MCSR 2568 FOR CURVE <br />Cl. I THEN HELD A TANGENT LINE FROM THE END OF SAID CURVE AND FIT IN CURVE C2 WITH THE FORWARD TANGENT (WHICH WAS DETERMINED BY HOLDING <br />MONUMENTS 14 AND 30. I HELD THE P.I. MONUMENTS 30 AND 33 AND THE P.C. MONUMENT 40 TO DETERMINE THE REMAINDER OF THE CENTERLINE. SINCE THE <br />TANGENT DISTANCES BETWEEN SAID P.I. MONUMENTS AND THE BEGINNING AND ENDING CURVE MONUMENTS IN CURVES 3 AND 4 MATCHED CLOSE TO THOSE <br />SHOWN IN MCSR 2568, TO RETRACE SAID CURVES I HELD AN AVERAGE TANGENT VALUE FOR EACH CURVE AND USED THE RESULTANT DELTA ANGLES OBTAINED <br />FROM THE MEASURED BACK AND FORWARD TANGENTS TO PRODUCE THE PROPER RADII FOR THE CURVES. � <br />ALLEY BETWEEN DREW STREET NE AND REBECCA STREET NE <br />cj0 <br />SEE SHEET 5 OF 5 Ot <br />� HAYESWLLE OR NE v j <br />COUNTY ROAD 726 V <br />oS°� <br />Ff <br />P� I n <br />_� mac, >� � <br />SHEET INDEX: <br />z^�o oQ � � a 1 1 Q <br />�o oQ_lj <br />SHEET 1 - NARRATIVE, REFERENCES, VICINITY MAP <br />SHEET 2 - STATION 10+00 TO STATION 21+64.63, LEGEND, FOUND MONUMENT TABLE, CURVE TABLE <br />SHEET 3 - STATION 21+64.63 TO STATION 45+22.00, FOUND MONUMENT TABLE, LEGEND <br />SHEET 4 - STATION 45+22.00 TO STATION 66+33.65, FOUND MONUMENT TABLE, LEGEND, CURVE TABLE <br />SHEET 5 - ALLEY BETWEEN DREW ST NE & REBECCA ST NE, REFERENCES, LEGEND, BARKER SURVEYING <br />CONTROL, FOUND MONUMENT LIST <br />BARKER <br />SURVEYING <br />3657 KASHMIR WAY SE <br />SALEM, OREGON 97317 <br />PHONE 503 588-8800 <br />FAX 15503 363-2469 <br />EMAIL: INFO ARKERWILSON.COM <br />MCSR 39564 <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />1481-�ly" <br />O R E G O N <br />JULY 19, 1994 <br />GREGORY L. WnSON <br />9687 <br />EXPIRES: 6/30/2022 <br />W� <br />REFERENCES: <br />SURVEYS: <br />MCSR 1756, MCSR 2035, MCSR 2568, <br />MCSR 6019, MCSR 10138, MCSR 16708, <br />MCSR 19765, MCSR 21866, MCSR 27611, <br />MCSR 28006, MCSR 33156, MCSR 34659, <br />MCSR 38446, MCSR 38933, MCSR 4409-062P <br />PARTITION PLATS: <br />PP 98-38, PP 2003-81, PP 2006-24, <br />PP 2017-14, PP 2021-30 <br />h <br />Z� <br />~O <br />�Q <br />Q� <br />mZ <br />'jJ <br />O1-41 <br />~O <br />�Q <br />Q� <br />U <br />J <br />O <br />SUBDIVISIONS: <br />MCSR 39564 <br />SHEET 1 OF 5 <br />OVERALL MAP <br />SCALE: 1 " = 300' <br />I ILL_ <br />2 <br />h <br />e <br />vo <br />erk <br />[#] = Subdivision reference number <br />[1 ] - REIMANN GARDENS (V. 13, P. 12, BOTP) <br />[2] - PARKDALE ADDDITION (V. 18, P. 11, BOTP) <br />[3] - HAYESVILLE SUBDIVISION (V. 18, P. 19, BOTP) <br />[4] - PARKDALE ADDITION NO. 2 (V. 20, P. 34, BOTH) <br />[5] - JAN REE ESTATES (V. 27, P. 12, BOTP) <br />[6] - JAN REE ESTATES NO. 2 (V. 27, P. 28, BOTP) <br />[7] - SEQUOIA GROVE (V. H47, P. 84, BOTP) <br />[8] - LANCASTER ESTATES NO. 2 (V. 29, P. 13, BOTP) <br />[9] - LANCASTER ESTATES NO. 3 (V. 30, P. 18, BOTP) <br />[10] - JAN REE GARDENS NO. 10 (V. 33, P. 35, BOTP) <br />[11 ] - SCHIRMAN ESTATES (V. 34, P. 15, BOTP) <br />[12] - JAN REE MEADOWS (V. 40, P. 22, BOTP) <br />[13] KUDNA ESTATES (V. 45, P. 185, BOTP) <br />[14] - JAN REE WEST (V. 42, P. 7, BOTP) <br />[15] - JAN REE NORTH SUBDIVISION (V. 40, P. 107, BOTS') <br />[16] - JAN REE ESTATES NO.4 (V. 29, P. 16, BOTP) <br />