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1028� _ PHONE IVI PED FOUND #5 REBAR & 1 1/2- ALUM. CAP LS #4551 fn P, m Z 00 0.7' 00 O• 1.5' (Jl OCL in N O WOOD TIE WALL O j;p_ ww � J O n � r n � O ? EDGE OF ASPHALT SET NAIL W SHINER 1 ASPHALT PLS #26598 0= 48'11'23" ---- R= 15.00' L= 12.61' T =6.71' C LEN = 12.25' BRG= N3T03'41 "W 0= 104'26'27" R= 45.00' L= 82.03' T= 58.06' C LEN = 71.13' BRG =N04 *56'10 "W ELECTRIC TRANSFORMER ELECTRIC I METER II I II I 10' RIGHT -OF -WAY AND EASEMENT I TO HOLY CROSS ELEC. ASSOC. INC. & I EAGLE VALLEY TELEPHONE CO. 1 II LOT 24 LAKE CREEK MEADOWS N89' 16' 41 "E 434.68' (PLAT) N89'18'06 "E 434.44' (MEAS.) LOT 23, BLOCK 6, LAKE CREEK MEADOWS & HOLMES ADDITION 2.550 AC. (CALC.) 29.7" 39 60.7' CHIMNEY OVERHANG __ .'__11,/ SHED j WOOD WALK 0.6' VENT WOOD // PIPE (TYP) i \ FENCE EASEMENT FOR SET #4 REBAR / UNDERGROUND w/ 1 1/2 ALUM. CAP / WATER RESERVOIR ,°n \ PLS #26598 \ WATER MANHOLE I \ IN TOP OF CONC. VAULT j i GATE I WATER VALVE ----- L---- - - - - -- �O _____ ' . S86'07'45 "E 83.82 --------- --- - -J Z O OCL O O PARCEL 3 PONY UP RANCH L J O PHONE PED.(TYP.) 41199 HIGHWAY 6 & 24, EAGLE -VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 FOUND 5 REBAR w/ 1 1 2" ALUM. CAP PLS #9337 BUILDING OUTLINE 43 6� /jjj %jjj /jjj / SEPTIC CO ROCK W 162.9' N8743'53"W 389.92' (PLAT) N88'00'40 "W 390.10' (MEAS.) PARCEL 3 PONY UP RANCH d 162.7' FENCE 04.1' RE FENCE \ GATE LO N V) 0 z_ O.. M "d0 O O OM V) O U7 N a m FOUND #5 REBAR w/ WASHER NE CRN. LOT 25 FOUND #5 REBAR w/ WASHER gQ a w O �p o � r- O p N N b o (n U) PARCEL 1 PONY UP RANCH 0' 20' 40' 60' SCALE: 1 " = 20' NOTES: 1) DATE OF SURVEY: 12/4/15 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) BASIS OF BEARINGS: A LINE CONNECTING FOUND MONUMENTS MARKING THE NORTHEASTERLY CORNER OF LOT 23 AND THE NORTHEASTERLY CORNER OF LOT 25 HAVING A BEARING OF N00'44'00 "E, AS SHOWN AND DESCRIBED HEREON. 5) THE U.S. SURVEY FOOT IS THE LINEAL UNIT USED FOR THE DIMENSIONS ON THIS PLAT. 6) POSTED ADDRESS: 804 EAGLE CREST ROAD. SURVEYORS CERTIFICATE: I Stan Hogfeldt, 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 /or under my supervision, and that the survey is accurate and 11%�pirNQ,, to the best of my knowledge. RE - -�- c-:�:---- - - - - -- Stan ! Color go =7p. .per Date:r�. S. 1/16 COR. SECTION 18 FOUND #6 REBAR & 2 1/2- ALUM. CAP LS #26598 Deposited this ___day of __�1Q�L , 20 j_L, at ------------ M, in Book ___� ______ of the Eagle County Surveyor's Land Survey Plats at g �O `�- a � Page _-Loa -s— Reception Number ---------- I� 00 U-) 1P 00 rn r` L M � in LO O O o N o co FOUND #5 REBAR N05'44'54 "E 1.81' FROM PLATTED P, DECK - \ g� 0.7' 1.5' 6'- S g1 / 'O• / j; j // WOOD TIE WALL __ .'__11,/ SHED j WOOD WALK 0.6' VENT WOOD // PIPE (TYP) i \ FENCE EASEMENT FOR SET #4 REBAR / UNDERGROUND w/ 1 1/2 ALUM. CAP / WATER RESERVOIR ,°n \ PLS #26598 \ WATER MANHOLE I \ IN TOP OF CONC. VAULT j i GATE I WATER VALVE ----- L---- - - - - -- �O _____ ' . S86'07'45 "E 83.82 --------- --- - -J Z O OCL O O PARCEL 3 PONY UP RANCH L J O PHONE PED.(TYP.) 41199 HIGHWAY 6 & 24, EAGLE -VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 FOUND 5 REBAR w/ 1 1 2" ALUM. CAP PLS #9337 BUILDING OUTLINE 43 6� /jjj %jjj /jjj / SEPTIC CO ROCK W 162.9' N8743'53"W 389.92' (PLAT) N88'00'40 "W 390.10' (MEAS.) PARCEL 3 PONY UP RANCH d 162.7' FENCE 04.1' RE FENCE \ GATE LO N V) 0 z_ O.. M "d0 O O OM V) O U7 N a m FOUND #5 REBAR w/ WASHER NE CRN. LOT 25 FOUND #5 REBAR w/ WASHER gQ a w O �p o � r- O p N N b o (n U) PARCEL 1 PONY UP RANCH 0' 20' 40' 60' SCALE: 1 " = 20' NOTES: 1) DATE OF SURVEY: 12/4/15 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) BASIS OF BEARINGS: A LINE CONNECTING FOUND MONUMENTS MARKING THE NORTHEASTERLY CORNER OF LOT 23 AND THE NORTHEASTERLY CORNER OF LOT 25 HAVING A BEARING OF N00'44'00 "E, AS SHOWN AND DESCRIBED HEREON. 5) THE U.S. SURVEY FOOT IS THE LINEAL UNIT USED FOR THE DIMENSIONS ON THIS PLAT. 6) POSTED ADDRESS: 804 EAGLE CREST ROAD. SURVEYORS CERTIFICATE: I Stan Hogfeldt, 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 /or under my supervision, and that the survey is accurate and 11%�pirNQ,, to the best of my knowledge. RE - -�- c-:�:---- - - - - -- Stan ! Color go =7p. .per Date:r�. S. 1/16 COR. SECTION 18 FOUND #6 REBAR & 2 1/2- ALUM. CAP LS #26598 Deposited this ___day of __�1Q�L , 20 j_L, at ------------ M, in Book ___� ______ of the Eagle County Surveyor's Land Survey Plats at g �O `�- a � Page _-Loa -s— Reception Number ---------- I� 00 U-) 1P 00 rn r` L M � in LO O O o N o co FOUND #5 REBAR N05'44'54 "E 1.81' FROM PLATTED