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0987W m 0100 3 W m Z CD Z 3 M 0 MM IOU SW G Z 0 _Z 3 M 0 M IOU M ZD X""k Z VOi 0 0 w z �u w�� aL- LU z� a m ?o CD = IL 0 U a 0 w z zN wok a w LU z� Lo m �° rr° a ID LL Q 0 UJ w z Cll �Lo Ln CD aI (] m LU❑ wZ z�. � a M S Uj rr ❑ IL 0 LL a LO a 0 w w z N �3 w CC o� wz�z� ai . a LO LU �o� oc� 0 v LL U) 3 0 En J 0 °o i °o s U NE C0RNER_-/1\` 5ECnav 18 Vil Wal PARCEL 1 LAND SURVEY PLAT PARCEL 2 PARK PLACE SUBDIVISION E1/2 NE 1/4 OF SECTION 18 TOWNSHIP 5 SOUTH, RANGE 82 WEST OF THE 6TH P.M. !`I !\ T T 1k TTX T !1 T T ♦ d-1 T T [`1 /T ♦ TT /1 T !`1 !\ T /l T1 ♦ T1 !\ PARCEL 3 — — — _ — — — NOTES 1. Property Description: Parcel 2, Park Place Subdivision, according to _ — — — — the plat recorded October 17, 1979 in Book 292 at Page 864 as Reception No. 189261, Eagle County, Colorado. NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. County. Eagle Plat Index No. Section 18, T.SS., R.82W., 6th P.M. Plat by. Duane D. Fehringer PLS No. 26625 Deposit this 2-7 r day of !-� 2 C „'! B ' , 2014, at e -Lm, in Book of the County Surveyors' Land Survey /Rights -of -way records at Page_, Reception No. 1-01i" -T14fii ; i I I ;; 'rel-A 1 /, Duane Fehringer, a duly registered /and surveyor in the State of Colorado, do hereby certify that the survey shown hereon was done by me or under my direct supervision and the pins found or set as shown hera-- to the best of my knowledge and f. v�� •1 Date: �1/ 'a • 0 — AND 2. Basis of Bearings: A line on the east boundary of Parcel 2 with a bearing of N1431'17 "E between two found monuments each described as a 15 rebar with 1.5" aluminum cap stamped LS 4551. 2. Date of Survey. November 2014. J. Stewart Title Guaranty Company title commitment Ale number 01330 -49632 with on effective date of October 17, 2014 was relied upon for al/ title and easement information. 4. The units of lineal measurement are in U.S. Survey Feet. 5. Inter- Mountain Engineering made no investigation or independent search for easements of record, encumbrances, restrictive covenants, ownership title evidence, or any other facts that an accurate and current title search may disclose. E112 NE1 /4 SECTION 18 T. 5S. R. 82W. 15 REBAR WITH 1.25" PLASTIC STAMPED P.E. & P.L.S. 26626 (TYPICAL) M Z O N W W H Q O Ui Z N n W O � C ( i It Co� �00 o L � ou p o z y dw ■I" 1, 1 U IL q 4) a - r� �N w va r.� ]a o� 0 T � C . 0 11 0 ° o ° o T� C C C c O o C L ° C{' C G C TO o� E o t O pL�, V�op�v� L r o p cco..o• O O C � i' _O O a+ y —o c c ° O{' � O pop0[p7j gEocc U W o 0.t! o C ; T °° E c °L Q _C ID " o�' t)"' Z < °E °V°cw 00. -0-.O O 0 C Q � C� m ° o a 0 o % E >, tl+L+ U o a, - j E 0 c p So O O Y o y t 0 9 C O O - '0 r-ocmo 3 ° a o c E ~ nv o W U ° a+ [ m N c -0 C Z W J W m= o �'°�Mw+ L o a+ c c p 7 FL O O 0Uj— O U Z O O V) af O N m OU > U W F- j Q U Z d O CL Q Y J < Z a O Q Q a- W J DESIGNED BY: DRAWN BY: SPF CHECKED BY: DDF DATE ISSUED: 11 -17 -14 PROJECT NO. 14 -0064 SHEET NO. 1 OF 1