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HomeMy WebLinkAboutPlat, Recorded APPLICANT 5/11/2015FOUND MAG NAIL WITH WASHER STAMPED "LANE CNTY PW". HELD POSITION FOR CENTERLINE INTERSECTION. F— Li! Ld tY F' V) 0 z N F— D 0 U) CALCULATED POSITION OF THE NW CORNER OF THE DAVID ARTHUR �! } DLC NO. 47, Tl 7S. R2W, W.M. j t ' PER CSF 40329 DATA. t QIC, U U 0 _a N M I u RD [35.00'(Z) ] I S t } DISTANCE \ � [19.69'@@@] (19.67' OA > I � t [35.00' ® ] L3 - L3 L4 [S 89'16'34" E@@] — [26.00'@@ [S 89'16'34" E B C D ] [S 89`16'34" E @@ ] L4 — ' ' — [S C 89'16'34" E, 91.04'(D@ (7,3.,32'@@] * -+ (S 89' 10'00" E, 91.00'Q) I 4 o ^ N O� TAX LOT 8O TAX LOT 8508 w w _ 0 0 � ;' 8504 ca o in o o 0 no m AREA BEFORE = d aj 0)L-+ ao � g Z o z a a 7,161 SQ. FT. �` 3 b I z tor AREA AFTER = = o b z i to 5,269 SQ. FT. p o W p tD z iq o Q O N � � $ m I r- ! 1 v L2 1 no m } ' o U m r: W d- � r i a O r u U 0 o i U u RD [35.00'(Z) ] I S t I DISTANCE \ � [19.69'@@@] (19.67' OA > 71.04' t [35.00' ® ] L3 - L3 M 0 U N T V E R N 0 N R 0 A D -- o 0 (S 87'30'44" EO) ) [S 89' 16'34" E, 436.62' (B)@ ] BASIS OF BEARINGS PER CSF 42104 AND CSF 42285 11 [S 89-16'34" EW] C ] 166.53' BEARING DISTANCE - [N 38'20'05"E@CD] (N 40'04'29" EO) [19.69'@@@] (19.67' OA > 71.04' [S 89'58'54" E@@] C ] [35.00' ® ] L3 - L5 L4 [S 89'16'34" E@@] — [26.00'@@ [S 89'16'34" E B C D ] [S 89`16'34" E @@ ] L4 — ' ' — [S C 89'16'34" E, 91.04'(D@ (7,3.,32'@@] * -+ (S 89' 10'00" E, 91.00'Q) I 4 o ^ O� TAX LOT 8O TAX LOT 8508 w w _ 0 0 � ;' 8504 ca o in o o 0 o AREA BEFORE = d aj 0)L-+ ao g Z o z M 7,161 SQ. FT. �` 3 b I z AREA AFTER = = o b z i 5,269 SQ. FT. p o W p z iq o Q O [S 89'16'34" E, 85.49#@0D ] NEW UNE I $ m �� 0 o N 89'16'34" W, 71.04' l u l l _ o FOUND 5/8" IRON ROD. U SNP �f 7$2 Osy1� -� !t /1 HELD POSITION. 519'30' W. 94, , ,1 W, 94.04 X0V89ft J \ l O U OD r TAX LOT 8502 Q00 3 AREA BEFORE ADJUSTMENT = 23,539 SQ. FT. g AREA AFTER ADJUSTMENT = 25,431 SQ. FT. M 0 I 1 [S 89.09'41" W, 202.48'(RKD&I I J WASHER STAMPED "LS 1138". HELD POSITION FOR CENTERLINE INTERSECTION OF MOUNT VERNON ROAD AND SOUTH 43RD STREET. FOUND 5/8" IRON ROD WITH YELLOW CAP STAMPED "RANDALL". HELD POSITION. REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 1 1, 2000 MICHAEL R. DAHRENS 60052 RENEWS: 12-31-2015 THIS SURVEY WAS PERFORMED AT THE REQUEST OF DAVID SPIES FOR THE PURPOSE OF MONUMENTING THE ADJUSTED PROPERTY LINE COMMON TO TAX LOT 8502 AND TAX LOT 8504 OF ASSESSOR'S MAP NO. 18--02-05-21 AS APPROVED BY THE CITY OF SPRINGFIELD UNDER PLANNING CASE NO. TYP115-00017, AND IN COMPLIANCE WITH THE PROVISIONS OF ORS CHAPTER 92. THE BASIS OF BEARINGS FOR THIS WORK IS THE MONUMENTED CENTERLINE OF MOUNT VERNON ROAD AS BEARING SOUTH 89'16'34" EAST PER CSF 42104 AND CSF 42285 AS SHOWN HEREON. MONUMENTS RECOVERED AROUND THE BOUNDARIES OF THE SUBJECT PROPERTIES AND ALONG THE CENTERLINES AND RIGHT-OF-WAY LINES OF SOUTH 42ND STREET AND MOUNT VERNON ROAD WERE FOUND TO CONFORM WITH RECORD DATA PER PREVIOUS BOUNDARY SURVEY PERFORMED BY THIS FIRM AND FILED WITH THE LANE COUNTY SURVEYOR'S OFFICE ON MAY 10, 2011 AS CSF 42104 (REFERENCE® HEREON), AND PREVIOUS PROPERTY LINE ADJUSTMENT SURVEY PERFORMED BY THIS FIRM AND FILED WITH THE LANE COUNTY SURVEYOR'S OFFICE FEBRUARY 1, 2012 AS CSF 42285 (REFERENCE© HEREON). THE BOUNDARIES OF THE SUBJECT PROPERTIES WERE THEREFORE REESTABLISHED USING RECOVERED MONUMENTS AND RECORD DATA PER SAID SURVEYS AS SHOWN HEREON. THE NEW ADJUSTED PROPERTY LINE BETWEEN TAX LOT 8502 AND TAX LOT 8504 WAS ESTABLISHED AT THE DIRECTION OF THE OWNER IN CONFORMANCE WITH THE CITY OF SPRINGFIELD PLANNING APPROVAL REFERENCED ABOVE. WORK IN THIS SURVEY WAS PERFORMED USING A SOKKIA SET 53OR TOTAL STATION AND RELATED SUPPORT EQUIPMENT. ASSESSOR'S MAP 18-02-05-21, TAX LOTS 8502 & 8504 PLOTTER — HP 1050C; INK — HPC4871 A; PAPER — ROLL BOND 36# INKJET BOND RIJB24-36 T�vp_ clops _NP 115-0001-7 TxVA Ck 50�j Date Received,P�\VSiry,4 Planner AL LANE COUNTY SURVEYORS OFFICE C.S. FILE NO. FILING DATE: 2( MAI 15 c. - LINE DATA TABLE NO. BEARING DISTANCE L1 [N 38'20'05"E@CD] (N 40'04'29" EO) [19.69'@@@] (19.67' OA > L2 [S 89'58'54" E@@] C ] [35.00' ® ] L3 [S 89'58'54" E @@ ] [35.00'0 ] L4 [S 89-16'34" E B C D] [26.00'@@ L5 [S 89`16'34" E @@ ] 46.00' REFERENCES 0 CSF 40329 BY LANE COUNTY IN 2007 @B, CSF 42104 BY DAHRENS IN 2011 0 CSF 42285 BY DAHRENS IN 2012 © PROPERTY LINE ADJUSTMENT DEED RECORDED JANUARY 30, 2012, INSTRUMENT NO. 2012-003519, LANE COUNTY DEEDS AND RECORDS. STATUTORY WARRANTY DEED RECORDED MARCH 14, 2014, INSTRUMENT NO. 2014-008935, LANE COUNTY DEEDS AND RECORDS. LEGEND 0 FOUND MONUMENT AS NOTED FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED "LANE CO RW" FOUND MAG NAIL WITH WASHER STAMPED "LANE CNTY PW - 0 FOUND 5/8" X 30" IRON ROD WITH YELLOW PLASTIC IDENTIFICATION CAP STAMPED "DAHRENS LS 60052" 0 SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC IDENTIFICATION CAP STAMPED "DAHRENS LS 60052" ( ) DENOTES RECORD DATA PER REFERENCE SHOWN [ ] DENOTES RECORD DATA THAT WAS HELD OR MEASURED PER REFERENCE SHOWN DENOTES LINE NOT DRAWN TO SCALE CSF DENOTES LANE COUNTY SURVEYOR'S OFFICE SURVEY FILING NUMBER NOTE: REFER TO PROPERTY UNE ADJUSTMENT DEED RECORDED MAY 18, 2015, INSTRUMENT NO. 2015-021708, LANE COUNTY DEEDS AND RECORDS. DATE OF SURVEY: MAY 11, 2015 PROPERTY LINE ADJUSTMENT SURVEY FOR: DAVID SPIES IN THE NW 1/4 OF SECTION 5, Tl 8S, R2W, W.M. SPRINGFIELD, LANE COUNTY, OREGON SSWww EN61NEERSINC CIVIL-, STRUCTURAL, BUILDING DESIGN SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 JOB NO. 15-7238 5-19-15