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1159FOUND SURVEY MONUMENT 2.5" BRASS CAP ON 1 " 10110E TRACT 40 AP 1, SECTION 4, T5S, Re -714, 1920 S89' 53' 01 r 804.17' (MEASURED BROKEN Access and Utility Easement Line Table Line # Direction Length L1 N78' 18' 11"W 96.91 L2 S88' 59' 05"W 112.52 10.0' 10.0' UTILITY ANO ORA/NAGE EASEMENT BOOK 510 PAGE 896 LOT B-2, UTE FOREST AT WEST SQUAW CREEK PAUL J COADY REC.NO.200624354 FOUND SURVEY MONUMENT 125" RED PLAST1C CAP ON 15 REBAR, Z5 29917 ACCEPTED FOUND SURVEY MONUMENT 1.5" AL UM/NUM CAP ON #5 REBAR, Z5 111204 ACCEPTED i S89 54' 05"E 340.00' (MEASURED) S89' 54' 05"E--340.00' (PLATS—J-- lip, PLATS— — s 1 I 25.0 �� moo— — T _ ✓� _ � '` 1 i% � 25.0' TRANSFORMER 50.0' ACCESS AND AND TELEPHONE UM17Y EASEMENT PEDESTAL I BOOK 510 PAGE 995 J � A - LOT B— AT WEST 35.0 Improvement Survey Lot B-3, Ute Forest Located in Section 3 and 4, County of Eagle, BUREAU OF LAND MANAGEMENT UNITED STATES OF AMERICA BAS/S OF BEAR/NGS S89. 45'46Z- 1,1J4.92 -' (MEASURED) -------S89° 45' 46"E--1134.72' (PLAT) -- Plat With Topography C West Squaw Creek T.5.S., R83W, of the 6th P.M. State of Colorado 15.0' UT/L/TY AND ORA/NAGE EASEMENT BOOK 510 PAGE 896 150,--1 — — — FOUND SURVEY MONUMENT 1.25" RED PLASTIC CAP l ON e5 REBAR, L S ,)..3317 l ACCEPTED / I J 10.0' UT/L/TY AND DRAINAGE EASEMENT BOOK 510 PAG -89 „w ' ' 409 �' (MEASURE�� I ( p2 �9 4Og.9 I 5�6 "W 02 FOUND SURVEY MONUMENT 1.25" RED PLASTIC CAP �g2,5�' ON,, 4g 80 REBAR, LS , 3UJ17 „ w, - ACCEPTED 792 FOUND SURVEY MONUMENT 1576' FOUND SURVEY MONUMENT 125" RED PLASTIC CAP 2.5" BRASS CAP ON 2" PIPE ON #5 REBAR, Z5 1,g3317 I SECT/ON CORNER U, 4 9 AND 10 ACCEPTED 755, R8JW,, 61h P. M. 1910 ` ----------- - - ------------- - -- - - - ------------- - - -_ - - - - - - - ;S88' 59',12 "E .36.79' (MEASURED] g 1D ��� A O WEST i LOT A-3, UTE FOREST AT WEST SQUAW CREEK �� SEAN P. COZZENS STEPHEN C. & LILIAN B. MEYERS i LOT C-1, UTE FOREST \ REC.NO. -ETAL i AT WEST SQUAW CREEK ` TIMOTHY I. & DEBORAH D. SCULLY REC.NO. 904193 ; , ` � I BOOK 551 PAGE 581 �\ CERTIFICATION: I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plat was prepared for Charlie Sergadahl, and is the result of a survey performed by me or under my direct supervision, responsibility and checking. I further certify that this Land Survey Plat is in conformance with 38-51-102 C.R.S.: Minimum Standards for Land Plats, and is based on the land surveyors knowledge information and belief, is in accordance with applicable standards of practice, and is not a guaranty or warranty, either expressed or implied. LLL A LFO p; 38079 � ••Af SND •• �� Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor COUNTY SURVEYOR CERTIFICATION: 10.0' 10.0' UTILITY AND ORA/NAGE EASEMENT BOOK 510 PAGE 896 LOT C-3, UTE FOREST AT WEST SQUAW CREEK KENNETH WAYNE & DAGMAR DENISE HUBER REC.NO. 201220261 FOUND SURVEY MONUMENT 125" RED 10LA571C CAP ON Z5 REBAR, Z5 #3317 `�\ ACCEPTED 0 50 too 200 1 inch = 100 ft. UTE FOREST SQUAW CREEK REVOCABLE TRUST-ETAL 201620662 Deposited this Z� ST_ Day of � 201,K at 1in Book I of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way Surveys at Page �lcj�This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. PROPERTY DESCRIPTION: LOT B-3, UTE FOREST @ WEST SQUAW CREEK, according to the CORRECTED FINAL PLAT recorded on August 2, 1989, recorded in Book 510, Page 896, at the Office of the Clerk and Recorder, County of Eagle, State of Colorado. NOTES: 1. DATE OF SURVEY: October 15, 2018 2. STREET ADDRESS: 1492 Ute Forest Lane (Posted) 3. Location of improvements and lot lines are based upon the above -referenced CORRECTED FINAL PLAT and Survey Monuments found at the time of this survey. 4. U.S. Survey Feet was used for this survey 5. 2' Contours shown hereon. Assumed elevations. 6. All original survey monuments were found and accepted. The (MEASURED) bearings and distances are the surveyed boundary and (PLAT) bearings and distances refer to the said corrected final plat. 7. Basis of Bearings: An assumed bearing of S89°45'46"E between a found 1.5" Aluminum Cap stamped LS #11204, marking a north angle point of subject property and a found 1.25" Red Plastic Cap, on #5 Rebar, stamped LS #3317, marking the northeast corner of subject property. All bearings hereon being relative thereto. 8. 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 heron.