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HomeMy WebLinkAboutPlat, PLA APPLICANT 6/1/20162 N m j rz Z 'ca n. 2 (S89°41'00"W 195.80') FOUND 60D NAIL S1°48'50" 0.66' a BLOCK 1 roc i t_D CL u LOT ON S 1/2 LOT 7� DEHART E2 t�- N 50,0 FT LOT I PROPERTY LINE ADJUSTMENT FOR McCREERY & DeHA.RT NE 1/4, SECTION 34, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTS', OREGON 6 MAYS 2016 LINE # BEARING DISTANCE Ll S70033'00"W 21.36' L2 N19027'00"W 16.62' L3 S71014'24"W 56.16' L4 S19007'22"E 10.96' L5 S71018'00"W 54.13' L6 S19027'00"E 31.56' L7 S70033'00"W 53.29' 1 " IRON ROD S70033'00"W 0.95 HELD FOR LINE cri r, \ PK NAIL Ll ; SW 0.68' � 5 . OLD LINE LOT 2 / NEW LINE MCCREERY l � -'' LOT 3 °33„ CA w" LOT 4 5/8" REBAR W/ YPC "LS 1091" — S70°33'00"W 0.23' BLOCK 8 MAP 17-03-34-11 TL 600 & 3500 INK: HP C4871A MEDIA: PIXELLE RIJB24-36 BLOCK 7 V IRON ROD N70033'00"E 2.19' HELD FOR LINE PK NAIL N21 °28'49"W 1.13' FROM COMPUTED POINT NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINE BETWEEN MCCREERY AND DE14ART AS SHOWN HEREON. THE ADJUSTMENT WAS APPROVED UNDER CITY OF SPRINGFIELD CASE NUMBER TYP116-00016. THE ADJUSTED LINE WAS ESTABLISHED AT THE DIRECTION OF THE OWNERS AND IN CONFORMANCE WITH THE CITY APPROVAL TO CLEAR THE EXISTING STRUCTURE ON THE MCCREERY PROPERTY AND HAVE NO NET CHANGE IN EITHER STREET FRONTAGE OR AREA FOR BOTH PROPERTIES. THE ADJUSTED LINE WAS CLOSED ONTO THE EAST AND WEST BOUNDARY OF THE PROPERTY. THE EAST BOUNDARY IS THE WESTERLY RIGHT-OF-WAY OF KELLY BOULEVARD. KELLY BOULEVARD WAS REESTABLISHED HOLDING THE RECORD ALIGNMENT FROM THE PLAT OF EMERALD HEIGHTS AND THE FOUND 3/4" PIPE AT THE NORTHEAST CORNER OF BLOCK I AND THE POSITION OF THE CONCRETE MONUMENT AT THE SOUTHWEST CORNER OF - BLOCK 2. THE CONCRETE MONUMENT WAS NOT RECOVERED AND ITS POSITION WAS COMPUTED USING TIES TO THE RECOVERED CENTERLINE PK NAILS AND DATA FROM CSF 43192. THIS SOLUTION AGREED WELL WITH THE STREET IMPROVEMENTS (CURBS) AS OPPOSED TO A SOLUTION HOLDING THE PK NAILS. THE WEST BOUNDARY LINE WAS ESTABLISHED AT RECORD DISTANCE FROM THE EAST BOUNDARY LINE PER THE PLAT OF EMERALD HEIGHTS, TO COMPUTE THE LOCATIONS OF THE ORIGINAL LOT LINES OF EMERAL HEIGHTS THE TWO I" IRON RODS WERE HELD SINCE THEY APPEARED TO AGREE WELL WITH PLAT DISTANCES AND IMPROVMENTS ALONG THE BOUNDARY LINES. EASEMENTS: El PRIVATE 5' WIDE NO BUILD EASEMENT. 2 PRTTE 5' WIDE OVERHEAD UTILITY EASEMENT. FR% ,,'KELLY BLVD RUN S88041'38"W 22.48' TO LINE L2. LEGEND: 0 FOUND 5/8" IRON ROD, OR AS NOTED O FOUND 3/4" IRON PIPE, OR AS NOTED O SET 5/8"X 30" REBAR W/ OPC "EGR & ASSOC." ® SET 1 1/8" BRASS DISC W/ PUNCH "EGR & ASSOC." CALCULATED POINT RECORD DATA PER REFERENCE 1, () EQUALS MEASURED UNLESS NOTED LCODR LANE COUNTY OREGON DEED RECORDS OPC / YPC ORANGE PLASTIC CAP / YELLOW PLASTIC CAP REFERENCES: RI EMERALD HEIGHTS, BOOK 4 PAGE 14 CSF 43192, DAHRENS CSF 43050, WARD JR. CSF 10446, FOLLETT DEEDS: DOCUMENT #2012-044928, LCODR DOCUMENT #2015-046125, LCODR POSITION OF CONCRETEPROFESSIC74AL MONUMENT .b LAND S U f/BYO R PER CSF 43192 � � ✓ l r.N OREGON JA��UF�Y 14, 2003 a� t AN `-M. ERICKSX, � 55524 s r EXS 7:2 mi t C Ut e.V 1!� _ Engineers, Geologists, and SL of l 2535B Prairie Road R Enana nrPnnn C47402