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HomeMy WebLinkAbout16012-Lot 18A ILC_1.pdf j IMPROVEMENT LOCATION CERTIFICATE VAIL RIDGE SUBDIVISION LOT 18A BLOCK B BASIS OF ' TOWN OF VAIL COUNTY OF EAGLE, STATE OF COLORADO BEARING � • N36'54'20"E 237.96' LOT 9 FOUND #5 REBAR FOUND REBAR NO CAP, NO WASHER BLANK CAP . LOT 10 • LOT 8 • • .6.... FOUND REBAR N36'S4'20"E 119.86' CO � � • ••• •� � 67.00' 52.86' 7' UTILITY EASEMENT • (REC. 103252) FOUND REBAR WITH WASHER LEGAL DESCRIPTION 15' REAR SETBACK Lot 18B, Block B, Vail Ridge Subdivision, recorded on May 15, 2018 at Reception No. 201808275 at the Office of the Clerk and Recorder, County of Eagle, State of Colorado. NOTES: o ; v 1) The purpose of this Certificate is to depict the location of all improvements relative to ',ten co LOT 18B i m the property lines. LOT 18A Z (c) Lu ' w 2) DATE OF SURVEY: August. 1, 2018, August 13, 2018 and September 13, 2018 2655C 655. /e\ 0 • 3) STREET ADDRESS: 2655 Davos Trail A. (unposted) BOULDER WALLO.15 ACRES ± � N(TYP.) 0.20 ACRES ± 4) Legal description, location of improvements, lot lines, easements and setbacks are based � �—^^^�^^ mg' ^^�^^^^ upon the above mentioned Final Plat, and Survey Monuments found at the time of this �^�aril&�^� � � ^I^ 3RD FLOOR LANDING certification as shown hereon. LOT 17 � ^�^^�a kg; � � LOT 19 5) No Boundary Resolution was performed in the making of this Improvement Location Certificate. All Lot and Easement Lines shown hereon should be considered approximate. BOULDER WALL RETAINING WALL � DIAGRAMMATIC ��^�^ 6) Basis of Bearing:A bearing and distance of N 36'54'20 E 237.96 feet between the 3RD FLOOR PATIO � �1 Northwest corner of Lot 17, a found #5 rebar with no cap and no washer and the I Northeast corner of Lot 18, a found #5 rebar with a washer as described and shown r�� 4� � hereon. aroI)) C eool 00 ��cia 11 N14.56' c� Ln N N 6 i � 47.13' � � w te N 25.15' 21.97' N.) o CERTIFICATION co o `n rri �, � � � I, Thomas S. Marcin, a Professional Land Surveyor in the State of Colorado, do hereby iii) 24.15 ^ U! � � � certify that this Foundation Location Certificate was prepared for Mike Young and that this N , � � 0 represents a survey performed by me or under my direct supervision and accurately depicts z lat ' W � the location of the existing foundation improvement and that this is NOT a Land Survey Co cZ�, i ,� Plat, Improvement Survey Plat, or Improvement Location Certificate, and that it is not to be hY FE o N 3.86' ^ relied upon for the establishment of fence, building, or other future improvement lines. RETAINING WALL :�� � "CD (xi � C;) � 15.94'riii MAIN FLOOR LANDING J� e i Ln N PpO ��� ‘‘� hY ^ na ........,.......-v1/4 ;� � FA1 � Y � IP ea ea . .:,- 0 : ,., -9:. .- , -, . . _ . f ,� � � :1- 7999 7:5,, la � 3.87' , rte^ � Cie : n , �� e�� 13.91 ' � �� .�� ..i RIDGE 8072.0 ^ �!�F�. �1• �� ', } TOP � o � � Thomas S. Marcin, PLS 37999 ��� ..,,���....0,,,f•, - -�,� STONE PATIO � 7 l o, DECK 5.00' ���y1� � N ee ; Colorado Professional �kia�gL�A�� ,—' SY � — 1----8.70' — + o � � RETAINING WALL Land Surveyor ����� IN .c.,4 b (0' . CI 111V e c, -0) 9- 4 - ei � - — — ���� � v PATIO v'_ .f`�\'P 26.9 7' •�� . I)j O �� �' �--, 5.00' � 5.79' o PATIO �� ` eee, Tt: 11 21.97'by t 6.00 �S�P 25.91' � _ � : rfara," il 2ND FLOOR • • 20' FRONT .. 7 . . o t STONE DECK d . a Q 5.00' SETBACK • :� D • • � STAIRS V • V', c-, .• • I›. • • ftW � � �' a 0 j a CONCRETE DRIVE °. a � N CONCRETE DRIVE (71 a Q < " • • •• • • .. . ' : t>. • . .. - • . . 0 Li 4 a • 4. - v a& " .. :: .° • •• 4 < .4 D • D . 01 0 ..a v o . h 7. 52.05' • 67.76' • . • r e ' a ° 535'58'00"W 119.81' p .. FOUND REBAR d • . a . • . . D• po. . v, . FOUND REBAR WITH ; WASHER FOUND REBAR WITH BLANK CAP • . • d • . ° .• . • .IF FOUND REBAR 14 ALUMINUM CAP • � a a.d � � BLANK CAP LS 37999 DAVOS TRAIL (50' R.O.W.) .i; _.5 It\\,--, 44,,,\\\ , N to A , IMPROVEMENT LOCATION CERTIFICATE AP� (3 ....41-VAIL RIDGE SUBDIVISION LOT 18A, BLOCK B MARGIN ENGINEERING LLC GRAPHIC SCALE /7 Town of Vail, County of Eagle, State of Colorado 20 10 15 20 30 50 o P.O. BOX 1062 NOTICE: According to Colorado law you MUST commence any legal "s7.em action based upon any defect in this survey within three years (TN FEET) DRAWN BY: NA DATE.• 9/13/18 AVON CO 81620 after you first discovered such defect. In no event, may any 1 inch=10 ft. �. action based upon any defect in this survey be commenced more CHECKED BY TSM DRAPING NO.: l�C (970) 748-0274 a ` than ten years from the date of certification shown hereon. (970) 748-9021 FAX JOB NO.. 16012 SHEET 1 OF 1