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0983cc Lu C0 2 :3 Irv) z 00 z 0 w G z z_ 0 LU z z a 0 cc W Z L I'. ■ Q d Lu w z Ln Ln w CL CE CD = m z zCc .a cn m �w a 0 0 I Q ui w z m s Cl, Ll o z m m S � w z EE r c� 2 CD LL Q 0 Lu w z, in Ln co a CE o m z z Q C w a ¢ a °o i r- 0 u- A a 0 0 cn z w n. W, d m z w a o W CE c� Q n V R N A. ir i >K A .o VICINITY MAP sue: 1" -600' INTERSTATE 70 SECT. 3 1 SECT. 2 SECT. 10 SECT. 11 INTERSTATE 70 SITE LOCATION LEGAL DESCRIPTION: TRACT B. C AND F, VAIL VILLAGE ELEVENTH FILING, PER THE PLAT RECORDED JULY 26, 1971 AT RECEPTION No. 116816. SURVEYOR'S CERTIFICATE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS LAND SURVEY PLAT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE: COLORADO P.L.S. No. VAIL GO LF COURSE FOUND No. 4 REBAR NTH 2" ,ALUMINUM CAP LS. No. 23506 QQ�1 �\/ / FOUND No. 5 REBAR WITH 1)!' ALUMINUM CAP / L.S. No. 29048 GENERAL NOTES: 1. DATE OF SURVEY: SEPTEMBER THRU OCTOBER, 2014. 2. PROJECT DATUM SCALE FACTOR: 1.00041186. 3. BASIS OF BEARING FOR TRACT C AND TRACT F: THE LINE FORMED BETWEEN THE MONUMENTS FOUND MARKING THE SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF VAIL VILLAGE ELEVENTH FILING AND THE SOUTHEASTERLY CORNER OF LOT 10, BLOCK 3 OF VAIL VILLAGE ELEVENTH FILING BEING N81'54'48 "E A DISTANCE OF 1457.53 FEET (STATE PLANE COORDINATES) AS SHOWN HEREON. BASIS OF BEARING FOR TRACT B: THE LINE FORMED BETWEEN THE MONUMENTS FOUND MARKING THE NORHTEAST CORNER OF TRACT B AND THE NORTHWEST CORNER OF THE MACSATA CONDOMINIUMS BEING S8745'45 "E A DISTANCE OF 652.75 FEET (STATE PLANE COORDINATES). 4. DISTANCES SHOWN ON THIS LAND SURVEY PLAT ARE TO THE FOUND MONUMENTS AND PRORATION BETWEEN THOSE MONUMENTS UNLESS INDICATED OTHERWISE. 5. PER CRS 38 -51 -106 b (II). THE CLIENT CHOSE NOT TO SHOW RIGHT —OF —WAY AND EASEMENTS OF RECORD. THE SOLE PURPOSE OF THIS LAND SURVEY PLAT IS TO DETERMINE THE BOUNDARIES OF THE TOWN OF VAIL STREAM TRACT LOCATIONS THE CLIENT REQUESTED THAT ONLY TWO MONUMENTS BE SET ON THE PROPERTY. 6. LINEAL UNITS OF MEASUREMENTS SHOWN ARE GIVEN IN US SURVEY FOOT. 7. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS —OF —WAY OF RECORD. NO TITLE POLICY OR COMMITMENT WAS PROVIDED TO ESTABLISH THE EXISTENCE THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT. 8. THIS PLAT CORRECT AND VOIDS THE LAND SURVEY PLAT DEPOSITED IN EAGLE COUNTY ENGINEERING DEPARTMENT ON FEBRUARY 25, 2011 IN BOOK 1, PAGE 785 AND 786. 9. 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. LEGEND: (M) = MEASURED (P1) = PRORATION SCALE OF: 0.997942123 (P2) = PRORATION SCALE OF: 1.0000827 (P3) = PRORATION SCALE OF: 0.999745587 (P4) = PRORATION SCALE OF: 0.999757908 (P5) = PRORATION SCALE OF: 1.000253222 CORRECTION LAND SURVEY PLAT TRACTS B, C, AND F, VAIL VILLAGE ELEVENTH FILING SECTIONS 2 AND 3, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6th P.M. TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO FOUND No. 5 REBAR WITH YELLOW PLASTIC CAP (N51'26'22 'E — 1.70' INTERSTATE HIGHWAY No. 70 GRAPHIC SCALE 40 0 20 40 so ( IN FEET ) 1 inch = 40 ft. WESTERN SLOPE / __1___ _ _ S87'45'45 "E — 652.75' (BASIS OF BEARING FOR TRACT B) GAS COMPANY FOUND No. 5 REBAR N8T _ S (mo= >ee4 Pram ) / 1 ALUMINUM CAP ( 39'30 "W 654.71 — PLAT —CALC) L.S. No. ILLEGIBLE / (S8T INTERSTATE No. 70 . MAC S ATA SET No. 5 REBAR / RIGHT —OF —WAY �� CONDOMINIUMS 'NTH 1V ALUMINUM CAP N (� L.S. No. 27598 / UNITS 1 AND 2 BLOCK 2 N 0. L3 (P1)(M) . / R.�'J�► cps � LOT 1 ,, / FOUND No. 4 REBAR IL LOT 2 LOT 3 FOUND No. 5 REBAR (N23'25'43 "E — 1.69' �' ' WITH 1X" ALUMINUM CAP FROM LOT CORNER) iREC�/'� L.S. No. 27598 ' 1 \ FOUND No. 4 REBA� ij©N 11 N F�033 � I(N46-28-49-E — 1.18' 'Na. �, ?� FROM LOT CORNER) Q 'AD FOUND No. 4 REBAR �� FOUND 1" STEEL POST SET No. 5 REBAR (N17'45'17 "W — 0.56' ---' WITH 1)r ALUMINUM CAP L2 (P1)(M) FROM LOT CORNER) L.S. No. 27598 20.98' LOT 11 LOT 1 ,�-- --- - r (21.09' —PLAT) ^ \ \ ^Q � •�'j &A BOOTH CREEK D � j JJJ / (40' RIGHT —OF —WAY) — ^� O�• Q'T \ �+ j ' SET No. 5 REBAR 'Cr �� ( 'c ,j WITH 1X" ALUMINUM CAP L.S. No. 27598 CV cFr LOT 12 h \ LOT 16 LOT 2 BLOCK 1 (0 v 8� �dp FOUND No. 5 REBAR LOT 17 �- ��� 6 1)" ALUMINUM CAP ` L.S. No. 16827 FOUND No. 4 REBAR WITH 2" ALUMINUM CAP L.S. No. 23506 \ ; / .� �. LOT 1 S`�9 • LOT 13 I FOUND No. 4 REBAR � FOUND No. 5 REBAR) WITH ORANGE PLASTIC CAP 1}¢" ALUMINUM CAP L.S. No. 2183 / k� `J� L.S. No. 16827 -- --��// L \Q v ,� OO — FOUND No. 4 REBAR �Q 1p• �Q� FOUND No. 4 REBAR ��" tk• �• �3� r 9 9 WITH ALUMINUM CAP \ 9If j.8' L.S. No. ILLEGIBLE LO T 14 LOT 15 ��'� •�9'� LOT 25.17' 6 FOUND No. 4 REBAR , (25.16'—PLAT) FOUND No. 5 REBAR S l � ?O9• J / — 1)r ALUMINUM CAP SET 10' W.C. TRACT A ry6 ?25,. O,% FOUND No. 5 REBAR L.S. No. 16827 No. 5 REBAR NTH Z7,>, %r 2 6 WITH 1� ALUMINUM CAP L.S. No. 217598 CAP KATSOS RANCH .01 �q0• L.S. No. 16827 / 65� (RECEPTION No. 867647) Ss 0 66 �g2 4 % FOUND No. 5 REBAR �6 (QZ) ` B R (DISTURBED) OL \ J LINE TABLE CALCULATED PLATTED LINE LENGTH BEARING LINE LENGTH BEARING L1 52.66' N L1 .77' N 50'35'1 4" L2 26.94' N L2 7. 4' 7' L3 58.90' N 74' L3 7'1 "W L4 64.84' 7'31 "W L4 66.13' N 7 " L5 11 1 *01'23"W LS 120.57' 1'1 "W L6 6 3 3 "W L6 7 N 1'1 " L7 60.60' S67'0 '04 "E L7 N66'1 5'00"W L8 60.96' S66'1 5'54 "E L8 61.00' N66'1 5'00 "W L9 51.47' S87'35'0 "E L9 51.43' 7' '05 "E L10 45.12' S2658'01 "W L10 46.90' S26''59'00 "W FOUND No. 5 RE A p��4Tj WITH 0j" ALUMINUM CAP �8 L.S. No. 16827 rsssys S oo.F 6 6 � ?393o y2 Shy ,4T� F 1 18 3Q. FOUND No. 5 REBAR �A WITH 1j" ALUMINUM CAP �qTJ p�J L.S. No. 27598 TRACT C 3.351 ACRES DEPOSITED THIS 1__ DAY OF 201,, AT M. IN BOOK OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT/RIGHTS—OF—­WAY SURVEYS AT PAGE�9 RECEPTION No. LOT 2 1�C 3298 1 TRAC T A • , G• pJ�k 0 E 4� 1 KATSOS RANCH (RECEPTION No. 867647) •� k� N8p •33, 225, 06 (N803 N, 2'0p " _ ' CPS 225.Op_PU T) ) TRACT A KATSOS RANCH (RECEPTION No. 867647) PEAK LAND CONSULTANTS, INC PH: (970 )476 -8644 FAX-(970)476-8616 1000 UON'S RIDGE LOOP, SUITE 1D VAIL„ CO 81657 DRAWN: JF SHEET DATE: 11 /06/14 1 of 2 PLC JOB #:1691