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HomeMy WebLinkAbout2794 Snowberry ILC.pdf ___----------- / \ V P OVEV E \T LOCATI 0 \ C E STI EI CATS SNOWBERRY DRIVE 7 LOT 1 6 , VAIN I \TE � V0U \TAI \ 3EVEL0PVE \T SU33 VISI0 \ , 3L0CK 9 / (50' RIGHT-OF-WAY) SEWER \ TOW \ OF VAIL) STATE OF COLO A90 / RIM ELEVATIONLE 8063.2 FOUND No. 5 REBAR WITH RED PLASTIC CAP (PROJECT BENCHMARK) \ / © L.S. No. 26626 S76°40'43"W – 22.00' �et 0 20 40 6.02' — — — — Feet / 0000er /O'er \ GRAPHIC SCALE 1 "=20' PARCEL A \ (RECEPTION No. 201700605) / (HATCHED AREA) i. ----\ o z/ \ c---' \ J \ i / // \ \ \ ,,o / \ •o \ \ fil \ // 221 l2 \ \ S18°07'57"E – 35.43' \ 150 p\ \IE tv11 8073.9 r, 01 /4 8079.6 \ \ / \ TD � GARAOF SLAB $o \ 03 �• LOT 15 8073.9 J tS� \ / N -1'� � 0cp CS)., vp. \ \ c \ \ \ FOUNDATION ONLY , 8097.5 (UNDER CONSTRUCTION) NO DRIVEWAY \ \ (UNDER CONSTRUCTION) 8080.05.6'/ 3, 2N D 26 `Z�gl \ 'I`' \ PARCEL C / FOUNDATION ONLY (RECEPTION No. 201700605) / (UNDER CONSTRUCTION) \ 7.5' UTILITY & DRAINAGE EASEMENT (HATCHED AREA) TOP OF RECEPTION No. 121108 rn GARAGE SLAB 4.3' X10 / .0. 8073.9 \ \ 7 0 �. \ \ \ \15' ROADWAY, PARKING �0 \ AND UTILITY EASEMENT — RECEPTION No. 121108 �' 3.0' X20 0 /11/ LOT 16 \ SNOWBERRY DRIVE 0.712 ACRES (50' RIGHT-OF-WAY) / ADDRESS: 2794 SNOWBERRY DRIVE \ S•0, cn \N \ / / BUILDING Q __\ \ FOUND No. 4 REBAR SETBACK WITH ALUMINUM CAP PARCEL B L.S. No. 5933 (RECEPTION No. 201700605) /� —f (HATCHED AREA) �f V \ — TTT//i'i 777/i7%�// / o N09°34' ' ,/ -- 20.49 / / (81.4') LOT 17 // \ �- S87°36'55"W - 223.26' - U.S.F.S. CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD Cl 86°24'30" 71.10' 107.23' 66.78' N22°19'40"E 97.35' C2 52°56'50" 99.06' 91.54' 49.33' S05°36'30"W 88.32' GENERAL NOTE: IMPROVEMENT LOCATION CERTIFICATE C3 44°33'20" 99.08' 77.05' 40.59' S54°25'30"W 75.12' 1. PROJECT BENCHMARK: SEWER MANHOLE MH040 LOCATED NORTH OF LOT 16 LYING WITHIN I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED C4 71°42'10" 50.00' 62.57' 36.13' S40°49'40"W 58.57' SNOWBERRY DRIVE, RIM ELEVATION = 8063.2 PER ARCHITECTURAL SITE PLAN SHEET C1.1. BY FOR SLOPESIDE CONSTRUCTION INTENTION ARCHITECTURE (SEE DRAWING) C5 23°06'30" 50.00' 20.17' 10.22' S06°34'40"E 20.03' THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS 2. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE C6 86°58'20" 100.00' 151.80' 94.85' N25°21'20"E 137.64' PARENTHESIS (XX.X'). IMPROVEMENT LINES. 3. ADDRESSES MAY BE SUBJECT TO CHANGE, VERIFY THE FINAL ADDRESS WITH EAGLE COUNTY I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON COMMUNITY DEVELOPMENT DEPARTMENT. THIS DATE, 10/21/18 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS 4. THERE WERE NO RECORD DOCUMENTS PROVIDED OR UTILIZED FOR THIS IMPROVEMENT LOCATION UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, CERTIFIATE. OTHER EASEMENTS, ENCROACHMENTS, OR OTHER ENCUMBRANCES MAY BE PRESENT EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY AND ARE NOT SHOWN HEREON. THIS TOPOGRAPHIC MAP IS NOT TO BE RELIED UPON FOR THE EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENTS. 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON �p ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. CF' trek- ktt IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED „ �y lliOgt44St MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 10/26/18 � �Yr � f I. DATE: ' ' s: _ 2 d: . FOR AND ON BEHALF OF i, • S:� 0.2,5 GRAND TRAVERSE CONSULTING, %1VO4, 4144/ ROBERT ELLSWORTH WOOD JR. l► Si` •......•� - COLORADO P.L.S. No. 38312 tk\�NALLAW---- Drawn.• ME Dwg: 18-006–/LC Project 18-006 Date: 11/25/18 Scale: 1" = 20' Sheet: 1 of 1 5187 BLACK GORE DRIVE, UNIT 2 VAIL, CO 81657 (970)471-5737 .