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1007LU L Z Z a O W M Z Z M 13 LU m� Z CD Q 0 a 0 rn W z �Lo LO w� a° o; wz z� a . a M Uw IL 0 c a a W z zN �Ln wLD aM om =g wz z� a . a LO M �o oa °� a 0 a a y z wL0 a° om wz z� a . a m �� Uw Z° °LE LL 0 LL I \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Qom' 04 112 O •--+ ayal C7 a C\2 WUO) m �W Ic �W V, Q I SET .9jRw1' J/ANYr kevr 1.5" ALGfM'N!/11/ CAP CW LS � R, IMPROVEMENT SURVEY PLAT LOCATED IN THE NE1 /4 OF SECTION 35, T5S, R81W, 6TH P.M. LOT 51 AKA: LOTS 48 49 8v 50 SOUTH MINTURN ADDITION TONY LUCERO > > BOOK 133 PAGE 246 TOWN OF MINTURN, COUNTY OF EAGLE, STATE OF COLORADO -AWW SWW-.v *gW10WNT >.5-.& awav CAP CW jff REBAR, LS/• M?5' " 4,3.9' (/7F) i\ lIt7CYJ FENCE !� ----- _ - - - -- Ols<WANG N I .38.7' I V% I � I � - - -- I I I W A I i 1 SIMY 54' I 00W o I awo BY/ /LL7YNG �o PAD I 5.4' I N 9U /LO/NG I .38.3 I I I f E - - - - - -- I E 28.5' I I OVERHEAD INRE (rf� E N • 1' 1 . 4917, 72. ,3' LOT 50 0.173 Acres QPAWZ aww BASIS OF BEARINGS S5, r42'YS 2' J19.12'— C 1 Frx�NV sY��r �rlaw.�Eivr j 1.5" ALl.Mi6lVGlf/ CAP 6W,45 AFFAR, LS /',301'!91 1 I I 1 I I 1 I I I I .SET SYAPf -I' A00V4A&9VT 15" AL!/M/NL61/ CAP CW A05 REBAR, LS /-W,79 hQhh 1+ -jh N Q M VIE M Z 3 f z ()7j \ \ FENCE mw 21A ?1d 1i h 77.1 ' \ I E I r-------------- Ol£RWANGfTYP1CAL - - -- -'n CDC - -1 -- - - - - -- __-- I \\ N` mow LOT 49 RA10 0.189 Acres I /57 & 1 SIWY I GIww N I CGWU4Z`7F" S7DEl;ALK mow P�o f r - --� ?" ALL�VUV CAP I I \ \ CW je REBAR, LS/ ,JM55 t1&cSAP kW allFAW CLWS7RYiL^IJGWj Rf3l T 1.5" 4L441A K& CAP I o I \ - Gw J f RfAAR, LS ,/.JW19 I I h I \ - --------------------------------------------- — — — \ CCWG)�'7F SJLk�"N'ALK �� J LL CDCDCDCx::) cDa--\ I 79..3' ()7Ej I \ \ � \ - . - � � `y � :,e� €ate sw.. � x:,. x"_ � C � / i�� ♦i'7 � 1♦= - . I a o � co z I is" M r u� (LD 2 W aW 2" ALZIAO 'M/ CAP_ . — I 0 Z Lz C3 z a Z • I U) LU 3 ?o� Mir 3 dh h M PAR11' /NG I h 4; IL n 0 N. + LL U) LU L Z Z a O W M Z Z M 13 LU m� Z CD Q 0 a 0 rn W z �Lo LO w� a° o; wz z� a . a M Uw IL 0 c a a W z zN �Ln wLD aM om =g wz z� a . a LO M �o oa °� a 0 a a y z wL0 a° om wz z� a . a m �� Uw Z° °LE LL 0 LL I \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Qom' 04 112 O •--+ ayal C7 a C\2 WUO) m �W Ic �W V, Q I SET .9jRw1' J/ANYr kevr 1.5" ALGfM'N!/11/ CAP CW LS � R, IMPROVEMENT SURVEY PLAT LOCATED IN THE NE1 /4 OF SECTION 35, T5S, R81W, 6TH P.M. LOT 51 AKA: LOTS 48 49 8v 50 SOUTH MINTURN ADDITION TONY LUCERO > > BOOK 133 PAGE 246 TOWN OF MINTURN, COUNTY OF EAGLE, STATE OF COLORADO -AWW SWW-.v *gW10WNT >.5-.& awav CAP CW jff REBAR, LS/• M?5' " 4,3.9' (/7F) i\ lIt7CYJ FENCE !� ----- _ - - - -- Ols<WANG N I .38.7' I V% I � I � - - -- I I I W A I i 1 SIMY 54' I 00W o I awo BY/ /LL7YNG �o PAD I 5.4' I N 9U /LO/NG I .38.3 I I I f E - - - - - -- I E 28.5' I I OVERHEAD INRE (rf� E N • 1' 1 . 4917, 72. ,3' LOT 50 0.173 Acres QPAWZ aww BASIS OF BEARINGS S5, r42'YS 2' J19.12'— C 1 Frx�NV sY��r �rlaw.�Eivr j 1.5" ALl.Mi6lVGlf/ CAP 6W,45 AFFAR, LS /',301'!91 1 I I 1 I I 1 I I I I .SET SYAPf -I' A00V4A&9VT 15" AL!/M/NL61/ CAP CW A05 REBAR, LS /-W,79 hQhh 1+ -jh N Q M VIE M Z 3 f z ()7j \ \ FENCE mw 21A ?1d 1i h 77.1 ' \ I E I r-------------- Ol£RWANGfTYP1CAL - - -- -'n CDC - -1 -- - - - - -- __-- I \\ N` mow LOT 49 RA10 0.189 Acres I /57 & 1 SIWY I GIww N I CGWU4Z`7F" S7DEl;ALK mow P�o f r - --� ?" ALL�VUV CAP I I \ \ CW je REBAR, LS/ ,JM55 t1&cSAP kW allFAW CLWS7RYiL^IJGWj Rf3l T 1.5" 4L441A K& CAP I o I \ - Gw J f RfAAR, LS ,/.JW19 I I h I \ - --------------------------------------------- — — — \ CCWG)�'7F SJLk�"N'ALK �� J LL CDCDCDCx::) cDa--\ I 79..3' ()7Ej I \ \ � \ - . - � � `y � :,e� €ate sw.. � x:,. x"_ � C � / i�� ♦i'7 � 1♦= - . I V I I I I 20' I i I FGYJiVO 57APl�i"Y AIfCWGlbL7VT ,� 2" ALZIAO 'M/ CAP_ . — I 0 A�Z 14 ..5' NfM EN$ GL' Ad R I i LS/' JJW55 ry I Mt2Gi2 h GARAGE' I p dh h M PAR11' /NG I h 4; N. + zw 2 STCIQY I I I - -- , ar/r awo 1.0' LOT 48 2.93' I I Q I I 0.248 Acres - - - - - -- I I LOT 49 IN I I SAN/TARY I I A/ANNaE i COVOW7F ' I I 216- GW174< I 27.8' r _ OWWWNG #ow fENCE CW - , ---------- - - - - -- ----- - - - - -- J ' CLWGfPE7F WALL FI �d CM6WETE SA% -M'ALK S�7 SLRW'Y *01 WUwwr u 11.9 , 49.4' 95. T OV REBAR i 1 \ /Ki�%lf0? 214.x?' — 1.5" ALL4fAiWi1V CAP �m �� S� I I 1 — — I � I 1 I 11 \\ II I \ 1 1 1 .Wi I 1 1 \\ 1 LOT 47 AGUUINALDO G. MARTINEZ II \ 1 REC. NO 201309420 1 1 I 1 1 I 1 1 \ I I ' 1 1 ' 1 I \ 1 I S9811017 0w I 595' I i I 1 1 \ X ' x X_ , ' N9972' E ,� -x -x N-J- 979?82- 10848' �- r --- - - - - -- - -- - - -- X — FOUND SURWY A&MIM£NT FOUND S!/RkFy A&MIMENT i o s io zo 1 " P /PE NEXT TO 4" P /PE i .5 AL UM /NUM CAP LSD' 4551 'ilk 1 inch = 10 ft i i I � I I LOT 46 LOT 45 1 FOUND SURPEY MG)111UMENT A 5" ALUM /NUM CAP LSZ /Z Z, � I I I I , A-99V& T /W. PF =-X #4979 51 W �I I t� FgJNO ?.5" BRASS CAP, U.S:GL.O. N1/4 CLr► AER- ,52rC71LW J5 FGYhVO SWWr,waWA*-Nr V I Rog. L OT 50 I FGYJiVO 57APl�i"Y AIfCWGlbL7VT ,� 2" ALZIAO 'M/ CAP_ . — I 0 OV ,45 AE34R, 14 ..5' NfM EN$ GL' Ad R 3 LS/' JJW55 I O I CC) I) dh h M PAR11' /NG d'0 h 4; N. + zw I Qi E"I � Q I � x U P. O. B. LOT 49 FgJNO ?.5" BRASS CAP, U.S:GL.O. N1/4 CLr► AER- ,52rC71LW J5 FGYhVO SWWr,waWA*-Nr 2" ALZW1NU�I/ CAP CW AO ArsAR, LS, r "55 (AE3'1R12)W a~ awsawmv RESET 075" bDPASS .SA#110P #17hf P.K. NA/4 LS AW,79 I 14 3 dh h M PAR11' /NG � I I I I I P. 0.8. L OT 48 -WT SVRWY MA0*WAf"NT 1.5" ALl�dl/AW, GS .irWR1�6G4R 1 1 I 1 I I I I I I I 1 I 3 %+ A '� 1 Z I V I I I I I I I I 1 I I __J PROPERTY DESCRIPTION: 974 MAIN STREET (AKA: LOT 48) A PARCEL OF LAND LOCATED IN THE NE1 /4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF MINTURN. COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1.5" ALUMINUM CAP ON #5 REBAR. LS # 38079, WHENCE THE NORTH QUARTER CORNER OF SAID SECTION 35, A 2.5" BRASS CAP ON 1" PIPE, BEARS N49- 29 -51 "W 1811.33 FEET DISTANT FROM A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079 ON THE NORTHERLY RIGHT OF WAY OF U.S. HIGHWAY 24 ALSO BEING THE POINT OF BEGINNING; THENCE LEAVING SAID HIGHWAY N39 40'27"E 214.52 FEET TO A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079, ALSO BEING THE APPROXIMATE TOP BANK OF THE EAGLE RIVER, THENCE S62'53'151E 49.15 FEET ALONG SAID BANK TO A 1.5' ALUMINUM CAP ON #5 REBAR, LS #38079; THENCE LEAVING SAID BANK S38'56'43 "W 222.57 FEET TO THE NORTHERLY RIGHT OF WAY OF SAID U.S. HIGHWAY 24 MARKED NTH A 1.5" ALUMINUM CAP, LS #38079; THENCE ALONG A CURVE TO THE RIGHT ALONG SAID HIGHWAY 50.91 FEET, HAVING A RADIUS OF 2825 FEET, A CHORD LENGTH OF 50.90 FEET AND A CHORD BEARING N5319'12 "W TO THE POINT OF BEGINNING, SAID PARCEL BEING 0.248 ACRES MORE OR LESS. 976 MAIN STREET (AKA; LOT 49) A PARCEL OF LAND LOCATED IN THE NE1 /4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF MINTURN, COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1.5" ALUMINUM CAP ON #5 REBAR, LS # 38079, WHENCE THE NORTH QUARTER CORNER OF SAID SECTION 35, A 2.5" BRASS CAP ON 1" PIPE, BEARS N49- 29 -51 "W 1811.33 FEET DISTANT FROM A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079 ON THE NORTHERLY RIGHT OF WAY OF U.S. HIGHWAY 24; THENCE ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE LEFT 50.91 FEET, HAVING A RADIUS OF 2825 FEET, A CHORD LENGTH OF 50.90 FEET, AND A CHORD BEARING S53'19'12 "E TO A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079 ALSO BEING THE POINT OF BEGINNING; THENCE LEAVING SAID HIGHWAY N38'56'43 "E 213.59 FEET TO A 1.5" ALUMINUM CAP ON #5 REBAR. LS #38079, THENCE S61'14'33E 37.90 FEET TO A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079; THENCE S38'31'53W 218.17 FEET TO THE NORTHERLY RIGHT OF WAY OF SAID U.S. HIGHWAY 24 AND TRUE CORNER MARKED WITH A 2" ALUMINUM CAP, LS #33655 1.5' WITNESS CORNER BEARING N38- 31 -53 "W 1.5 FEET, THENCE FROM THE TRUE CORNER ALONG A CURVE TO THE RIGHT ALONG SAID HIGHWAY 24, 38.94 FEET, HAVING A RADIUS OF 2825 FEET, A CHORD LENGTH OF 38.94 FEET AND A CHORD BEARING N54'11'30 "W TO THE POINT OF BEGINNING, SAID PARCEL BEING 0.189 ACRES MORE OR LESS. 992 MAIN STREET (AKA; LOT 50) A PARCEL OF LAND LOCATED IN THE NE1 /4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN, TOWN OF MINTURN, COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1.5" ALUMINUM CAP ON #5 REBAR, LS # 38079, WHENCE THE NORTH QUARTER CORNER OF SAID SECTION 35, A 2.5" BRASS CAP ON 1" PIPE, BEARS N4929'51 "W 1811.33 FEET DISTANT FROM A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079 ON THE NORTHERLY RIGHT OF WAY OF U.S. HIGHWAY 24; THENCE ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE LEFT 50.91 FEET, HAVING A RADIUS OF 2825 FEET, A CHORD LENGTH OF 50.90 FEET, AND A CHORD BEARING S53'19'12 "E TO A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079; THENCE CONTINUING ALONG SAID RIGHT OF WAY ALONG A CURVE TO THE LEFT 38.94 FEET, HAVING A RADIUS OF 2825 FEET, A CHORD LENGTH OF 38.94 FEET, AND A CHORD BEARING S54'11'30 "E TO THE POINT OF BEGINNING WITH A WITNESS CORNER TO THE TRUE CORNER, A 2" ALUMINUM CAP LS #33566, BEARING N38'31'53" W 1.5 FEET; THENCE FROM THE TRUE CORNER, LEAVING SAID HIGHWAY N38'31'53'"E 219.07 FEET TO A 1.5" ALUMINUM CAP ON #5 REBAR, LS #38079, THENCE S41'32'08'E 35.53 FEET TO A POINT WITH A WITNESS CORNER TO THE TRUE CORNER, A 1.5" ALUMINUM CAP ON 05 REBAR, LS IPLLEGIBLE, BEARING S38- 31 -53W 1.5 FEET; THENCE FROM THE TRUE CORNER S3851'53W 210.57 FEET TO THE NORTHERLY RIGHT OF WAY OF SAID U.S. HIGHWAY 24 MARKED WITH A 1.5" ALUMINUM CAP, LS #38079; THENCE ALONG A CURVE TO THE RIGHT ALONG SAID HIGHWAY 24, 35.08 FEET, HAVING A RADIUS OF 2825 FEET, A CHORD LENGTH OF 35.08 FEET AND A CHORD BEARING N55'21'00 "W TO THE POINT OF BEGINNING, SAID PARCEL BEING 0.173 ACRES MORE OR LESS. NOTES- 1) DATE OF SURVEY. JUNE 2, 2015 2) STREET ADDRESS: 974, 976, do 992 Main Street (U.S. Highway 24) Posted 3) Location of improvements and lot lines are based upon: the a Title Commitments provided by Stewart Title, file numbers, 01330- 60859. 01330 - 60870, do 01330 - 61990, and Survey Monuments found at the time of this survey as shown hereon. 4) BASIS OF BEARINGS: Between a 1.5" Aluminum Cap on #5 Rebar, LS #30091 and a 2" Aluminum Cop LS #33655 with bearing between of S57'42'16 "E as shown hereon. 5) U.S Survey Feet was used for this Survey. 6) 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. COUNTY SURVEYOR �C�ERTIFICATION ER� Deposited this !�,L/! Day of L 2015, at _ , in Book 1 f the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way Surveys at Page 1-00 _ This Land Survey Plat complies with Section 38 -51 -102, of the Colorado Revised Statutes. CERTIFICATION: 1, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plat was prepared for Melissa and Barry Clark, and is the result of a survey performed by me or under my direct supervision, responsibility and checking. I further certify that this Improvement Survey Plat is in conformance with 38 -51 C.R.S. and standard survey methods practiced in the area at the time of this survey. Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor