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HomeMy WebLinkAbout1162IMPROVEMENT SURVEY PLAT LOT 19, BLOCK 20, TOWN OF EAGLE Located in the SE 1/4 of Section 32 Township 4 South, Range 84 West of the 6th P.M. Town of Eagle, Eagle County, Colorado STONE RET.' WALLS LOT 18 r ADJACENT BUILDING CONCRETE TRASH ASPHALT ENCLOSURE PARKING LOT 6 WV 1 6 r f METAL STAIRS wv SET 1.5" ALUMINUM I BIKE RACK DCI WASHER & MAG NAIL LS38403 I CONCRETE (S89°27'00'W 125001) I (0.5 WITNESS CORNER)WALK I CONCRETE CURB & GUTTER (TYPICAL..) , .. • �, S89°30'37'W 124.94 _.__.__ ...... �_ CONCRETE CROSSWALK 50.4' 46,6' I BUILDING LINE 97 6 1" STEEL GAS LINE FROM 1z Z PLANTERS CD o o m COVERED ENTRY ANGLE POINT GAS METER ENTERS BUILDING x .. p C) GJr (WOOD DECK) (ATTACHED TO BUILDING EXTERIOR) G 1 W Zo loo H`' 0 GJ W GJ 1 -STORY o ws GRAVEL W CDBENCH00 4 LO o t WOOD -SIDED BUILDING LOT 19 n � o PARKING oorrLOT 7 P.N. 193932410008 3123.9± S.F. a0 0WV TREE £ 228 BROADWAY 0.07± ACRES :E] ' ' • if �-C ,32 . WELL N I fU o Ln Cn UT o CD 00 > C7 I `0 • WV 00 97,0' I — — — — — — - C) tZI 'C r> •FI(ACCEPTED FOUND 1" BRASS WASHER S89°30'54'W 124.92' O O d 6 0 & PK NAIL LS38064 ADJOINING BUILDING(S89°27'00'W 125.00') 9 o FOUND N0.5 REBARd : m I AS 1.03' WITNESS CORNER BRICK VENEERWV y _V )WALL -ADJOINING & ORriNS38064GE 1TC CAPLOT 8 BLDG. LOT 20 / CONCRETE I. RECOVERED MONUMENTATION '('ALE: 1"=40' r� FOUND 2" BRASS CAP LS37902 SE COR. TOWN OF EAGLE PARK "A" FOUND 2.5" ALUMINUMtis CAP LS30093 IN MONUMENT BOX �\3� FOUND 1" BRASS 2ND & BROADWAY WASHER & PK NAIL I I 00��8ry�, LS38064 (S89'27'00"W 266.00') S89'2758"W 266.15' z o 0 o W W N o rn J N SECOND ST. S89'29'04"W 265.76' (S89.27'00"W 266.00') 1 2 3 M 9 on IM 0 10 11 12 THIRD ST. FOUND 2" BRASS WASHER & MAG NAIL LS37902 d 0 :• o Z O ONo w Cn 0 w 0 0 00 0ct0 FOUND REBAR & 2" ALUMINUM CAP LS37902 NORTHWEST BUILDING NORTHEAST BUILDING CORNER DETAIL CORNER DETAIL N.T.S. I FOUND PROPERTY CORNER AS DESCRIBED 80.01' I I A WASHER & MAG NAIL (ENCROACHMENT 21 9 PHONE PEDESTAL 1 Ulo i I I I I WATER VALVE 1 13 © NIW ❑E 2 14 PROPERTY LINE W ;0 o x LOT 19 � I 0 I _ N >C 10 W �o z G) 22 I ml� 3 d 15 >I� io 11 �1P 23 y I CD (n I 12 i �C I 24 S89'19'51 "W ---- 4 -----79.99' 0 FOUND 1-1/2" ALUMINUM 1 31 FOUND 1" BRASS WASHER WASHER AND MAG NAIL LS30084 I 0I" & PK NAIL LS38064 16 1 1 01 O0 001 r' (APPARENT 1.0' WITNESS CORNER) I N1000 I > o NI I m R- C 5 o j 0 17 BLOCK . I o � 20 w 1 o 0 0� D r- D 6 j w w Mw� 18 T� I -� u7 00 rn D r r- C C4 0 0 co 7 ca 00 I I v, z ;019 0 x I o 0 o o o '-' p M S89'30'54"W 124.92' D> (S89'27'00"W 125.00') 8 I 20 z o 0 o W W N o rn J N SECOND ST. S89'29'04"W 265.76' (S89.27'00"W 266.00') 1 2 3 M 9 on IM 0 10 11 12 THIRD ST. FOUND 2" BRASS WASHER & MAG NAIL LS37902 d 0 :• o Z O ONo w Cn 0 w 0 0 00 0ct0 FOUND REBAR & 2" ALUMINUM CAP LS37902 NORTHWEST BUILDING NORTHEAST BUILDING CORNER DETAIL CORNER DETAIL N.T.S. I FOUND PROPERTY CORNER AS DESCRIBED I oIz I I A WASHER & MAG NAIL (ENCROACHMENT 21 9 PHONE PEDESTAL (0.5' WITNESS CORNER) Ulo LOT 18 WATER VALVE 1 BUILDING LINE © NIW ❑E . ® PROPERTY LINE W ;0 o x LOT 19 IW _ N >C 10 W �o z G) 22 ml� >I� 11 �1P 23 (n I 12 i 24 S89'19'51 "W ---- 124.88' -----79.99' FOUND 1-1/2" ALUMINUM 1 31 FOUND 1" BRASS WASHER WASHER AND MAG NAIL LS30084 I 0I" & PK NAIL LS38064 SE COR. BLOCK 25 (0.5' WITNESS CORNER) 1 1 01 O0 001 r' (APPARENT 1.0' WITNESS CORNER) I N1000 I NI I FOUND 2.5" ALUMINUM CAP LS30093 IN MONUMENT BOX 5TH & BROADWAY z o 0 o W W N o rn J N SECOND ST. S89'29'04"W 265.76' (S89.27'00"W 266.00') 1 2 3 M 9 on IM 0 10 11 12 THIRD ST. FOUND 2" BRASS WASHER & MAG NAIL LS37902 d 0 :• o Z O ONo w Cn 0 w 0 0 00 0ct0 FOUND REBAR & 2" ALUMINUM CAP LS37902 NORTHWEST BUILDING NORTHEAST BUILDING CORNER DETAIL CORNER DETAIL N.T.S. I FOUND PROPERTY CORNER AS DESCRIBED SET 1.5" ALUMINUM I I A WASHER & MAG NAIL (ENCROACHMENT LS38403 10.10, PHONE PEDESTAL (0.5' WITNESS CORNER) 1 LOT 18 WATER VALVE 1 BUILDING LINE © GAS METER ❑E . ® PROPERTY LINE W ;0 o x LOT 19 a >C z m z G) N.T.S. CONC. G.F.L. ENCROACHMENT LOT 18 0.76' BUILDING LINE CONC. T.B.C. PROPERTY LINE EDGE OF CONC. LOT 19 0, r� z M 0 NORTH BUILDING LINE ANGLE POINT DETAIL N.T.S. ENCROACHMENT LOT 18 0.10' BUILDING LINE 50.4' 46.6' _- - - - - - - - - - PROPERTY LINE BUILDING LINE LOT 19 ANGLE POINT N GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. LEGEND OO FOUND PROPERTY CORNER AS DESCRIBED 0 SET NO.5 REBAR WITH 1-1/2" ALUMINUM CAP LS38403 A SET 1-1/2" ALUMINUM WASHER & MAG NAIL LS38403 'OL) POWER/UTILITY POLE ® PHONE PEDESTAL wV WATER VALVE JIC GROUND LIGHT © GAS METER ❑E ELECTRIC METER ® ELECTRIC VAULT WOOD FENCE .................. • OVERHEAD POWER LINE PROPERTY DESCRIPTION LOT 19, BLOCK 20, TOWN OF EAGLE, FORMERLY THE TOWN OF MCDONALD, COUNTY OF EAGLE, STATE OF COLORADO. NOTES 1. DATE OF SURVEY: JANUARY 25, 2018. AT THE TIME OF SURVEY THERE WAS PARTIAL SNOW COVER. 2. PROPERTY ADDRESS: 228 BROADWAY, EAGLE, CO. 3. BEARINGS ARE BASED ON THE LINE BETWEEN A FOUND ALUMINUM CAP IN A MONUMENT BOX AT THE INTERSECTION OF BROADWAY AND SECOND STREET AND A FOUND ALUMINUM CAP IN A MONUMENT BOX AT THE INTERSECTION OF BROADWAY AND FIFTH STREET, BOTH BEING 2 1/2" ALUMINUM CAPS STAMPED LS30093 WITH A BEARING OF S00'33'00"E AS SHOWN HEREON. 4. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 5. THIS SURVEY IS BASED ON THE 1905 TOWN OF EAGLE PLAT, RECORDED AS RECEPTION NO. 19050023, EAGLE COUNTY, COLORADO. 6. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH BY MERIDIAN LAND SURVEYING LLC. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, MERIDIAN LAND SURVEYING LLC. RELIED UPON TITLE COMMITMENT NO. 2000544-C ISSUED BY TITLE COMAPANY OF THE ROCKIES, EFFECTIVE DATE: JANUARY 19, 2018. SURVEYOR'S CERTIFICATION I, 0. ERON WATTS, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, HEREBY CERTIFY TO RON BEALL, THAT THIS IMPROVEMENT SURVEY PLAT AS DEFINED BY C.R.S. 38-51-102(9) IS THE RESULT OF A MONUMENTED LAND SURVEY PERFORMED BY ME OR UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. 0. ERON WATTS, PLS 38403 �Ppo UL�e COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR ,ON LAND �A 384� 0 � o 31 O��stiti®Z JQ s��►AL LI►N�y COUNTY SURVEYOR'S CERTIFICATE DEPOSITED THIS = —I- DAY OF tee' F',' 201.9, AT &/0 r� .M. IN BOOK !I,- OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHTS-OF-WAY SURVEYS AT PAGE THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-102, OF THE COLORADO REVISED STATUTES. COUNTY SURVEYOR NOTICE: According to Colorado low 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 the certification shown hereon. (In accordance with C.R.S. 13-80-105(3)(a))