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11920 CL 0 0 i 3 0 i 0 0 0 m i 0 s U i 0 a w 0 M 0 i N612t PALMA PARCE REC. NO. 2( SET CORNER 1.. FOUND k NE CORNER 0 LAND SURVEY PLAT GRANT AVENUE, TAYLOR'S ADDITION TO MINTURN SECTION 26, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6TH P.M. TOWN OF MINTURN COUNTY OF EAGLE, STATE OF COLORADO 0 50' 100' SCALE: 1 " = 50' LINE IASL E LINE BEARING LENGTH Ll S84'25' 47"E 18.49' L2 519'50' JOIE- 18.00' L3 S14' 14' 00"W 47.63' L4 SY 42' 307E 13.15' L5 571' 00' 007E 13.40' L6 N54' 58' 007 30.20' 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. Z TA YL OR A VENUE R. O. Z p (40' W.) O O � J Q O Z U 0 Z LL. CL t O !� Q ~ Z o SURVEY MONUMENT KEY o `'� "� CA a z D FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP ^ !— 0 W STAMPED PLS 4551 CERT FICATION: F - ® FOUND 5 REBAR WITH # 1-1 4" / PLASTIC CAP 1, James S. Kunkel, a Registered Professional Land Surveyor in the State o Z ,,j ,L- O Z STAMPED PLS 26626 of Colorado, do hereby certify to the Town of Minturn that this land � Q Li.l ® survey plot is the result of a survey performed by me and/or under my NOTA J > z FOUND #5 REBAR WITH 1-1 /2" ALUMINUM CAP direct supervision, responsibility and checking. On the basis of my I Q Z STAMPED PLS 34989 knowledge, information and belief, this survey was made on the ground 1. The basis of bearings is an assumed bearing of N0055 00"W along I— O Q FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP using the normal standard or core for Professional Land Surveyors practicing in the State of Colorado at the time of this survey. The notes the west line of Grant Avenue between found monuments at the + Z U STAMPED PLS 22589 shown hereon are a part of this certification. northeast corner of Lot 7 and the northeast corner of Lot 13. FOUND 2.5" BRASS CAP < WEST 1CORNER O 0 FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP 2. Date of Survey. June 25, 2019. SECTIONN 26 STAMPED PLS 30116 pQ [ J. 777e units of linea/ measurement are in U.S. Survey Feet. FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP Vo��,.••..�Fy V��••�,SV DESIGNED BY: STAMPED PLS 23506•• �' ��(((J/JJy� 4. Inter -Mountain Engineering made no investigation or independent DRAWN BY: SPF C FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP -n 23489 : search for easements of record, encumbrances, restrictive covenants, STAMPED PLS 11204 n / ; ownership title evidence,or any other facts that an accurate and CHECKED BY: JSK 08 15/19?�pc� current title search may disclose. �'!� 0 FOUND #5 REBAR WITH 1-1/2" ALUMINUM CAP ��• DATE ISSUED: 8-15-19 STAMPED PLS 5447 1i County Eagle Plot Index No. Section 26, T.5S., R. 81 W, OO SET #5 REBAR WITH 1-1/2" ALUMINUM CAP 6th P.M. PROJECT NO. STAMPED PLS 23089 James S. Kunkel Plot by. Domes S Kunkel P.E. & P.L.S. No. 23089 19-0041 P. E. & P. L. S. No. 23089 -r O- e •, Deposit this�day of 41 y - A -MM, , 2019, at X30 , in SHEET NO. Book —of the -County Surveyors' Land Survey/Rights-of-way records at Poge�, Reception No. C i 1 QI 1