CURVE TABLE <br />CURVE <br />RADIUS <br />ARC LENGTH <br />CHORD LENGTH <br />CHORD BEARING <br />DELTA ANGLE <br />C1 <br />140,00' <br />69.28' <br />68.57' <br />S 78049'10" W <br />28021'09" <br />(C1)a <br />(140.00')a <br />(69.299a <br />(68.58)a <br />(S 78°3831" W)a <br />(28°21'19")a <br />C2 <br />200,00' <br />96.41' <br />95.48' <br />S 78021'52" W <br />27°3714" <br />(C2)a <br />(200.00')a <br />(96.47)a <br />(95.53)a <br />{S 78°16'55" W)a <br />(27°38'08")a <br />C3 <br />115,00' <br />58.20' <br />57.59' <br />S 7900936" W <br />2805956" <br />(0)a <br />(115.00')a <br />(58.24)a <br />(57.62)a <br />(S 78058'16" W)a <br />(29"00'50")a <br />C5 <br />165.00' <br />80.31' <br />79,52' <br />N 78034'51" E <br />27053'15" <br />(C5)b <br />(165.00')b <br />(80.34')b <br />(79.55)b <br />{N 78°24'46" E)b <br />(27-53'49")b <br />LINE TABLE <br />LINE <br />BEARING <br />DISTANCE <br />L1 <br />N 8700929" W <br />72.27' <br />(L1)b <br />(N 87-10"49" W)b <br />(72.30')b <br />L2 <br />N 64045`16" E <br />8.93` <br />(L2)b <br />(N 64-27-51 " E)b <br />(8.86')b <br />L3 <br />N 64032`52" E <br />286,37' <br />(L3)b <br />(N 64°2751" E)b <br />(286.45)b <br />L4 <br />S 87019'18" E <br />70.59' <br />(L4)b <br />(S 8701229" E)c <br />(70.73)c <br />L5 <br />S 87044'50" E <br />96.15' <br />(L5)a <br />(S 87054'01 " E)a <br />(95.95)a <br />L8 <br />N 000703" W <br />25.03' <br />(L8)a <br />(N 0012'19" W)a <br />(25.03')a <br />L9 <br />N 000703" W <br />25.03' <br />(L9)a <br />(N 0012'19" W)a <br />(25.03')a <br />L10 <br />N 64033'15" E <br />43.38' <br />(L10)b <br />(N 64-27'51" E)b <br />(43.27)b <br />L11 <br />N 64033`15" E <br />221.83' <br />(L11)b <br />(N 64-27-51" E)b <br />(222.04')b <br />L12 <br />S 64033'15" W <br />30.11' <br />(L12)a <br />(N 6402751" E)a <br />(30.00')a <br />LXILIJOW <br />RIM 726.06` <br />8" IN SE 720.61' <br />8" IN NE 720.66' <br />8" OUT SW 720.51' <br />SSMH2 <br />RIM 786.81' <br />8" IN SE 780.46' <br />8" IN SW 781.1 V <br />8" OUT NW 780.40' <br />41 <br />RIM 828.63' <br />6" IN S 820.33' <br />6" IN N 816.43' <br />8" OUT NW 819.33' <br />SDMH1 <br />RIM 723.93' <br />18" IN E 71.7.37' <br />18" OUT W 717.10' <br />SDMH2 <br />RIM 787.15' <br />6" IN NE 784.38' <br />12" IN NE 780.30' <br />18" OUT W 779.95' <br />CITY OF EUGENE PLANNING ACTION NUMBER PT24-9; Pi= <br />TAXMAPJLOT. 18-03-16-24-02500 <br />5DMIH A <br />D S <br />�1 <br />� 1 J <br />40j <br />setback <br />from <br />� fr <br />Goal 5 <br />7.7' <br />LOT 15 <br />SPRING KNOLL PUD <br />PHASE IV <br />f <br />*SEE DETAIL <br />� L4 <br />TENTATIVE PARTITION <br />EXISTING CONDITIONS <br />for <br />PA UL & TERRIE L. WILSON <br />A Repfat of Lot 8 of SPRINGCREST FIRST ADDITION <br />in the <br />SE 114 NW 114 OF SECTION 16, T 18 S, R 3 W, W.M. <br />EUGENE, LANE COUNTY, OREGON <br />DATE: MAY 2024 REVISED: SEPTEMBER 2024 <br />18-03-16-20-00910 <br />LOT 10 Owner: Jeffrey B DeBeor Living Trust <br />SPRING KNOLL PUD <br />PHASE I <br />1 B- 03-16- 20-02000 <br />Owner: Wilson Paul & <br />Terrie L <br />S 80011114' PUE <br />S 7g0 1, 13 34. (REEL 1 84, INST. No. 9111460) <br />Sg 05 13 .;,9, (REEL 1 3, INST. No. 9263491) <br />A <br />~� � 0 _ - Sp p MH2 <br />(SC1A) 5k <br />SSMH2 SS 1_ <br />LOT 7 ASS <br />TOTAL AREA SPRINGCREST <br />+ -0.91 AC FIRST ADDITION <br />�- <br />LOT <br />SPRINGC EST 18-03-16-24-02400 7' PUE & SLOPE EASEMENT <br />FIRST AD ITION a,, N Owner: Wilson L. Paul (SCIA) <br />0 L WL <br />15' SLOPE EASEMENT <br />(SC1A) f <br />75) <br />� f <br />t� 6A07,1 gy <br />p <br />760 ` � f 1 ,� 2 <br />A <br />770 13 <br />5.2' 00,~ O <br />-� 25' 6A a75'1 LOT 1 <br />D � r Widrh 6�` SPRINGCREST <br />Cr�� � I`3' C� <br />DETAIL <br />NOT TO SCALE <br />r ti <br />i Q1L_j <br />r +nn <br />� r <br />C5 f <br />w� <br />L3, <br />25' <br />l paving <br />Cz, width <br />©E <br />I � <br />0 <br />00 co <br />to � I co o <br />v <br />G'Z <br />g'`) <br />D 10C <br />C��jo <br />18-03-16-24-02300 <br />Owner: Gregory <br />Ellen Smith Revocable Trust <br />LOT 6 <br />SPRINGCREST <br />FIRST ADDITION <br />LEGEND <br />18-03-16-24-01600 <br />Owner; McMahon Thomas M • <br />...FOUND MONUMENT AS NOTED IN MONUMENT TABLE <br />& Nancy J + <br />-COMPUTED POSITION, NOTHING SET OR FOUND <br />( )a <br />...RECORD DATA FROM FILE 75, SLIDE 83, SPRINGCREST FIRST ADDITION <br />()b <br />...RECORD DATA FROM FILE 75, SLIDE 113; SPRINGCREST P.U.D. <br />()c <br />...RECORD DATA FROM CS FILE No. 39213; SPRING KNOLL P. U. D. PHASE 11 <br />SCIA <br />...SPRINGCREST FIRST ADDITION; FILE 75, SLIDE 83 <br />© <br />...COMMUNICATIONS RISER <br />o <br />... ELECTRICAL BOX <br />Mr <br />...PAD MOUNTED TRANSFORMER <br />...LIGHT POLE <br />❑Q <br />...CURB INLET <br />...STORM DRAIN MANHOLE (SDMH) <br />...SANITARY SEWER MANHOLE (SSMH) <br />0 <br />... WATER METER <br />Mr <br />... WATER VALVE <br />SUBJECT <br />PROPERTY <br />M ,,r <br />E 43RD A. <br />_ L <br />0 50 <br />100 <br />GRAPHIC SCALE - feet <br />VICINITY MAP <br />NOT TO SCALE <br />SITE ADDRESS: <br />NIA <br />OWNER/APPLICANT: <br />PAUL AND TERRIE L. WILSON <br />4260 SPRING BLVD <br />EUGENE, OREGON 97405 <br />OWNERIAPPLICANT REPRESENTATIVE: <br />METRO PLANNING, INC <br />846 A STREET <br />SPRINGFIELD, OREGON 97477 <br />PH: 541-302-9830 <br />S,g <br />�MH3 <br />5 <br />REGISTERED <br />PROFESSIONAL <br />LAN© SURVEYOR <br />OREGON <br />JUNE 10, 2014 <br />DAVID LEE SCHLOSSER JR. <br />72617 <br />RENEWS: 06/30/2026 <br />...MAILBOX N f d d t L C t <br />ap comps ed rum recur a a, ane oun y <br />GIS Shapefiles, Aerial photos, Dogami Lidar <br />data, and Survey field data gathered by <br />Northstar Surveying <br />NOTES: <br />1. UTILITIES ARE EXISTING AND PROVIDED BY EUGENE <br />WATER AND ELECTRIC BOARD (EWER). <br />2. STORMWATER LINES ARE PUBLIC AND LOCATED IN IN <br />THE 14' PUE ALONG THE NORTH LINE OF SUBJECT <br />PROPERTY. <br />3. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED <br />UPON CONSTRUCTION AND AS -BUILT DRAWINGS AND <br />HAVE NOT BEEN VERIFIED. WE DO NOT GUARANTEE <br />THIS MAP SHOWS ALL THE UNDERGROUND UTILITIES. <br />4. THIS PROPERTY IS ZONED R-1 (LOW DENSITY <br />RESIDENTIAL). <br />5, THE NEAREST BUS STOP IS ON THE EAST SIDE OF <br />EAST AMAZON DR, NORTH OF DILLARD RD. <br />6. THIS PROPERTY FRONTS E 43RD AVENUE, CLASSIFIED <br />AS A LOCAL STREET. <br />T NO STREET TREES ARE PROPOSED. <br />8, SOIL TYPE <br />8.1. DIXONVILLE-PHILOMATH-HAZELAIR COMPLEX <br />12%-35% (43E), BEING 99% OF PROPERTY, <br />Infiltration Rate: 0.06-0.20 in/hr <br />Bedrock: 20-40 inches <br />Water Table: More than 80 inches <br />Ground Surface Slope: 12%-357. slope <br />8.2. DIXONVILLE-PHILOMATH-HAZELAIR COMPLEX <br />3%-12% (43C) BEING 1% OF SUBJECT PROPERTY <br />Infiltration Rate: 0.06-0.20 in/hr <br />Bedrock. 20--40 inches <br />Water Table: More than 80 inches <br />Ground Surface Slope: 3%-12% slope <br />9. AREA OF DEVELOPMENT IS ±43,527 SQ FT. <br />10. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP <br />41039C1143F. ZONE X IS AN AREA <br />DETERMINED TO BE OUTSIDE THE 500- YEAR <br />FLOODPLAIN. <br />11. THERE ARE NO TREES WITH DIAMETERS GREATER THAN <br />8". <br />12. THE NEAREST FIRE HYDRANT IS LOCATED SOUTH <br />RIGHT IF WAY OF E 43R❑ AVE AT THE INTERSECTION <br />WITH SPRING BLVD <br />13. PROPOSED UTILITIES TO BE LOCATED UNDERGROUND <br />PER EC 9.6775. ANY FUTURE DEVELOPMENT WILL <br />COMPLY WITH EC 9.6775.. <br />14. THERE ARE NO CONTIGUOUS PROPERTIES UNDER THE <br />SAME OWNERSHIP. <br />15. THERE ARE NO PROPOSED PUBLIC IMPROVEMENTS. <br />�orthstar <br />S U Ft V E Y I N G <br />720 NW 4TH STREET CORVALLIS, OR 97330 <br />(541) 757-9050 <br />www.nWhstarsurveying.com <br />