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HomeMy WebLinkAboutSurvey 20278SCALE: 1 "= 40' LOT 2 BLOCK 2 S89.08'06"W 67.80' (R1) _ N 8_8•57' 07"E 68.07' N � 4 oQ °0 } (W0 } c3) N a o� } cn z \ I � "'--FOUND 3/4" OPEN IRON PIPE LEANING NORTHERLY, SHOT AT SPIN POINT I �cr- o6 o w� Imo N 00 cn z PV � N56 45 2a E 38.16 s� N57'01'58"E 37.95' (R1) 0) oo < ? 0, LOT 5 0. FOUND 1 OPEN LOT 3 LOT 4 RECORD OF SURVEY FOR STEPHEN MCGIRR LOTS 5 AND 6, BLOCK 1, PLAT OF FIRST TO SKYLINE SUBDIVISION LOCATED IN THE NE 1 /4 OF SECTION TOWNSHIP 18 SOUTH, RANGE 10 EAST, DESCHUTES COUNTY, OREGON 'RON PIPE IN A 2" IRON PIPE 00, 14.08'— %� 14.00' (R1) LOT 6 20.O0579.�0,3a E A0`�.7©� N79 01 /GOB LOT 7�0���.��o, / 61 °' �► . ixc� O, 1 22.00'----- / c,� .o A,,1 / -� LS 35'1 8' 17"E � Cp 24.07' / 24.00' (R1) 10, W.M., SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE PROPERTY CORNERS FOR LOTS 5 AND 6, BLOCK 1, PLAT OF FIRST ADDITION TO SKYLINE SUBDIVISION. EXISTING MONUMENTS FOUND AS SHOWN FIT WELL WITH THE RECORD PLAT AND WERE HELD. WE HELD THE BEARING BETWEEN FOUND PINS ALONG THE WEST LINE OF LOT 6 AND THE EAST LINE OF LOT 4 AND RECORD DISTANCES. WE HELD A LINE FROM THE CALCULATED SOUTHWEST CORNER OF LOT 6 AND THE CALCULATED SOUTHEAST CORNER OF LOT 4 WHICH FIT WELL WITH RECORD. WE THEN. SINGLE PROPORTIONED THE DISTANCES ALONG THIS LINE TO CALCULATE THE BEARINGS FOR THE SIDELINES OF LOT 5 HOLDING THE FOUND MONUMENTS ALONG RIVER ROAD. WE HELD THE RECORD DISTANCES FOR THE SIDELINES AND SET NEW MONUMENTS AT THE RECORD WITNESS CORNER LOCATIONS. THE BASIS OF BEARING FOR THIS SURVEY IS THE WEST LINE OF LOT 6. DESCHUTES COUNTYSURVEYOR x,D g 1 /�/��aoY: s LEGEND i FOUND 3/4" OPEN IRON PIPE PER PLAT OF FIRST ADDITION TO SKYLINE SUBDIVISION (R1) UNLESS NOTED OTHERWISE 0 SET 5/8" IRON ROAD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" (R1) PLAT OF FIRST ADDITION TO SKYLINE SUBDIVISION BY JOHN EATON, PLS 3160, FILED 9-20-1960, CS09756 (C) CALCULATED RENEWS: 12/31 /21 2513—McGirr Boundary— I opo.dwg