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MCSR 39711 LEGEND NETWORK POINT FOUND MONUMENT USED AS NETWORK POINT -- SUBDIVISION LOT LINE RIGHT-OF-WAY PROPERTY LINE CITY STREET ------- OBSERVATION LINE DLC LINE - - - QUARTER SECTION LINE SHEET INDEX-. 1. SHEET LAYOUT DIAGRAM9 BASIS OF BEARING9 AND CONTROL_ NETWORK SCHEMATIC NOT TO SCALE 2 —4 o RESOLVED RIGHT—OF—WAY AND MONUMENT TABLES SE 1 /4 SECTION 8 T5S T1 W WM SW 1 /4 SECTION 8 T5S R1 W WM NW 1 /4 SECTION 17 T5S R1 W WM ------------- ----------------------------- LEHHERS HOGHWQV I I I -q I � F MAUNA KAE PARK 1 3 MAUNA K AE PARK I i i ----------------------I---- I I I I I I I I I � I ELI C. COOLEY DLC # 42 WILLIAMS A VENUE ��/n1C��1 �aDD��DOO�I r I I RECEIVED 09/26/2022 BY MARION COUNTY SURVEYOR. APPROVED FOR FILING ON 1I/17/2022. 9419 00"1 1rrT ------------------------- i SHEET 2 ' i I I I I �, 102 1 ._- __ _________ __ �, j. __-_-_____J__-- r----------------------------� o , I , ----- -- --.------------------------� s HEET 3 0 H/'� CHRISTOPHER C. COOLEY ARDCASTLE AVE. DLC # 4 / M f 1 I I ---- -----------fi----------------------------! I I I i I 0 SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY IS TO RESOLVE THE RIGHT OF WAY FOR A PORTION OF PACIFIC HIGHWAY EAST (OR99E) LOCATED IN THE CITY OF WOODBURN BETWEEN WILLIAMS AVENUE AND JAMES STREET FOR AN OREGON DEPARTMENT OF TRANSPORTATION PROJECT AND TO MONUMENT THE NEWLY ACQUIRED RIGHT OF WAY WHICH WAS PURCHASED IN SUPPORT OF SAID PROJECT. THE SIDE STREETS AND PRIVATE PROPERTY LINES ARE SHOWN FOR REFERENCE AND ARE PLACED AS APPROXIMATE. THIS SURVEY ALSO RECOVERS THE LOCATION OF PRIVATE AND PUBLIC MONUMENTS OF RECORD WHICH MAY BE IMPACTED BY SAID PROJECT IN CONFORMANCE WITH ORS 209.155. HOWEVER, NONE OF THE RECOVERED MONUMENTS WERE IMPACTED BY THIS PROJECT. RESOLUTION NARRATIVE: THE PORTION OF PACIFIC HIGHWAY EAST (OR99E) SHOWN IN THIS SURVEY WAS RESOLVED BY DRAFTING RECORD CENTER LINE ALIGNMENT PER ODOT MAP 9B-30-16 AND HOLDING CENTER LINE MONUMENT 1020 ON THE SOUTHERLY END AT ENGINEER'S STATION 1705+75.21 AND ROTATING TO HOLD A RECORD DISTANCE OF 44.00' FROM MONUMENT 1007 ON THE NORTHERLY END AT ENGINEER'S STATION 1687+70.00 PER MCSR 33392. MONUMENTS 1007 AND 1020 WERE SET 1N MCSR 33392. RIGHT OF WAY WIDTHS WERE PLACED AT RECORD DISTANCES PER ODOT MAP 9B-30-16 AND ODOT RIGHT OF WAY MAP RW9542M. RIGHT OF WAY ACQUIRED FOR THIS PROJECT PER DEEDS SHOWN ON SHEET 4. CONTROL NARRATIVE: PRIMARY CONTROL FOR THIS PROJECT WAS ESTABLISHED THROUGH A COMBINATION OF OREGON REAL-TIME GNSS NETWORK (ORGN) REAL TIME KINEMATIC (RTK) OBSERVATIONS AND TERRESTRIAL OBSERVATIONS. GNSS-RTK AND TERRESTRIAL OBSERVATION DATA WAS ADJUSTED SIMULTANEOUSLY WITH MICROSURVEY STARNET LEAST SQUARES ADJUSTMENT SOFTWARE PASSING THE 95°0 CONFIDENCE LEVEL OF THE CHI SQUARED TEST. BASIS OF BEARINGS IS THE MEASURED RELATIONSHIP BETWEEN CONTROL POINTS 101 AND 105 BEING 2,130.07 FEET AND SOUTH 31 ° 57' 55" WEST. REFERENCE FRAME IS NAD83 (201 1) EPOCH 2010.00 WITH COORDINATES PROJECTED TO OREGON COORDINATE REFERENCE SYSTEM (OCRS) SALEM ZONE. UNITS SHOWN IN THIS SURVEY ARE INTERNATIONAL FEET. NETWORK POINTS / I POINT NORTHING FASTING DATE DESCRIPTION 101 297032.60 228245.31 812712018 SET V 1 /8" COPPER PLUG IN CONCRETE CURB STAMPED "ODOT 101 ", FLUSH / 102 296628.78 228081.42 812712018 SET 1-1 /8" COPPER PLUG IN CONCRETE CURB STAMPED "ODOT 102", FLUSH 103 296191.80 227721.23 812712018 SET 1-1 /8" COPPER PLUG IN CONCRETE CURB STAMPED "ODOT l 03', FLUSH / 104 295609.52 227358.34 812712018 SET V 1/8" COPPER PLUG IN CONCRETE CURB STAMPED "ODOT 104", FLUSH I 105 295225.51 2271 17. 64 812712018 SET V 1 /8" COPPER PLUG IN CONCRETE CURB STAMPED "ODOT 105", FLUSH I 9419 295739.48 227527.61 812712018 FOUND 2-112" BRASS DISK IN CONCRETE CURB STAMPED "MARION COUNTY ", SURVEYOR, T. 5S. R.1 W. S.08, 9419, 1994 FLUSH, CS 33600 SE 1 /4 SEC 8 i�NW 1 /4 SEC 17 NE 1 /4 SEC 17 I � I I � I I � I - - - - - - - - - - - - - - - - - - - - - i / I / I I / I I ' 105 ------------------------------------------------- RENEWS: 12/31 /2023 FILE NAME: S_K20093_crr_Ol Agn MCSR 39711