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HomeMy WebLinkAbout06. Proposed PlatCertificate of Dedication and Ownership The undersigned Brett L. Jolley and Jeanne L. Jolley and 4J, LLC, being sole Owners in fee simple of all that real property situated in Garfield County, described as follows: County Assessor Parcel No. 2125-252-00-074 County Assessor Parcel No. 2125-252-00-103 County Assessor Parcel No. 2125-252-00-132 County of Garfield State of Colorado all being further described as Origin Parcels 1, 2 and 3 on sheet 2 hereof; Containing 82.63 acres, more or less, have caused the described real property to be surveyed, laid out, platted and subdivided into lots and blocks as shown on this Final Plat under the name and style of the AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF JOLLEY-4J, LLC PARCELS, a subdivision in the County of Garfield. The Owners do hereby dedicate(s) to the Public Utilities those portions of said real property which are labeled as utility easements on the accompanying Plat as perpetual easements for the installation and maintenance of utilities, irrigation and drainage facilities, including but not limited to electric lines, gas lines and telephone lines, together with the right to trim interfering trees and brush; with perpetual right of ingress and egress for installation and maintenance of such lines. Such easements and rights shall be utilized in a reasonable and prudent manner. All expense for street paving or improvements shall be furnished by the seller or purchaser, not by the County of Garfield. Said Owners do also make the following additional dedications: 1. To the Public Utilities that portion of said real property which is labeled as a 10.0' Overhead Service Utility Easement on the accompanying Plat as perpetual easements for the installation and maintenance of utilities servicing the properties identified hereon, including but not limited to electric lines and telephone lines, together with the right to trim interfering trees and brush; with perpetual right of ingress and egress for installation and maintenance of such lines. Such easements and rights shall be utilized in a reasonable and prudent manner. 2. To the owners, heirs and assigns of Resulting Parcel 2 and Resulting Parcel 3 that portion of said real property which is labeled as a Private Access Easement on the accompanying Plat as a perpetual reciprocal easement for agricultural access purposes, upon the condition that such easement and right be utilized by the beneficiaries in a reasonable and prudent manner. EXECUTED this day of , A.D., 2019. Origin Parcel 1 and 3 Owner: 4J, LLC Brett L. Jolley, as Member Jeanne L. Jolley, as Member STATE OF COLORADO )ss COUNTY OF GARFIELD The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of , A.D., 2019, by Brett L. Jolley and Jeanne L. Jolley, as Members of 4J, LLC. My commission expires: Witness my hand and official seal. (SEAL) Notary Public Origin Parcel 2 Owner: Brett L. Jolley and Jeanne L. Jolley Brett L. Jolley Jeanne L. Jolley STATE OF COLORADO COUNTY OF GARFIELD ) )ss The foregoing Certificate of Dedication and Ownership was acknowledged before me this , A.D., 2019, by Brett L. Jolley and Jeanne L. Jolley. My commission expires: Witness my hand and official seal. (SEAL) Notary Public County Surveyor's Certificate Approved for content and form only and not the accuracy of surveys, calculations or drafting, Pursuant to C.R.S.§38-51-101 and 102, et seq, DATED this day of , A.D., 2019. Garfield County Surveyor Board of County Commissioner's Certificate Based upon the review and recommendation of the Garfield County Director of Community Development, the Board of County Commissioners of Garfield County, Colorado, hereby approves this AMENDED FINAL PLAT OF JOLLEY-4J LLC PARCELS this day of , A.D., 2019, for filing with the Clerk and Recorder of Garfield County and for conveyance to the County of the public dedications shown hereon, subject to the provisions that approval in no way obligates Garfield County for the financing or construction of improvements on lands, public roads, highways or easements dedicated to the public, except as specifically agreed to by the Board of County Commissioners by separate resolution. This approval shall in no way obligate Garfield County for the construction, repair or maintenance of public roads, highways or any other public dedication shown hereon. Chairman, Board of County Commissioners Garfield County, Colorado Witness my hand and seal of the County of Garfield. ATTEST: County Clerk day of AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF: JOLLEY-4J LLC PARCELS A PARCEL OF LAND SITUATED IN NW1/4 OF SECTION 25 TOWNSHIP 5 SOUTH, RANGE 91 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 1 OF 4 GRAPHIC SCALE 300 0 150 300 600 1200 ( IN FEET ) 1 inch = 300 ft. GOV • 4-• • 1.. •`I • • •.f • :44;46:' A.1 i' • . may' 4) r • EAST ELK CREEK 1 4 .• :a '`4 A ! • • •.• '• • r% " ti EAST ELK CREEK/ ."F <9> MAP ID PARCEL No. OWNER NAME OWNER ADDRESS CITY STATE ZIPCODE 1 2125-252-00-074 4J, LLC 2101 COUNTY RD 245 NEW CASTLE CO 81647 2 2125-252-00-103 4J, LLC 2101 COUNTY RD 245 NEW CASTLE CO 81647 3 2125-252-00-132 BRETT L. & JEANNE L. JOLLEY 1793 COUNTY RD 245 NEW CASTLE CO 81647 4 2125-243-00-019 BRANNAN PROPERTIES INC 401 W REDONDO BEACH BLVD GARDENA CA 90248 5 2125-252-01-001 RINKER STACEY 1806 COUNTY ROAD 245 NEW CASTLE CO 81647 6 2125-252-02-001 GUFFEY MICHAEL R & JOY E 1808 COUNTY ROAD 245 NEW CASTLE CO 81647 7 2125-252-00-081 ZIMMERER RICHARD W 1802 COUNTY ROAD 245 NEW CASTLE CO 81647-0345 8 2125-252-00-133 4J, LLC 2101 COUNTY ROAD 245 NEW CASTLE CO 81647 9 2125-253-00-077 LEONARD 2014 DYNASTY TRUST JOEL T 1210 EAST CRABTREE DRIVE ARLINGTON HEIGHTS IL 60004 10 2125-253-00-026 ALPINE BANK AS TRUSTEE FOR TRUST UNDER WILL OF HENRY P WILLIAMS JR FBO WILLIAMS ERIC C 225 N 5TH STREET GRAND JUNCTION CO 81501 11 2125-261-00-030 ALPINE BANK AS TRUSTEE FOR TRUST UNDER WILL OF HENRY P WILLIAMS JR FBO WILLIAMS ERIC C 225 N 5TH STREET GRAND JUNCTION CO 81501 12 2125-142-00-125 MEADOW CREEK LLC 1411 MOCKINGBIRD PLACE LOS ANGELES CA 90069 13 2125-252-00-104 4J, LLC 2101 COUNTY ROAD 245 NEW CASTLE CO 81647 14 2125-252-00-152 BOWKER SAMUEL F & KERN-BOWKER NANCY 2171 COUNTY ROAD 245 NEW CASTLE CO 81647-9401 15 2125-252-00-151 SOS CHERYL L & WYCKOFF RICHARD DALE 2135 COUNTY ROAD 245 NEW CASTLE CO 81647 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM Notes 1) Date of Survey: September 5, 2007, June 3, 2018 & July 9, 2018. 2) Date of Preparation: March 2019. VICINITY MAP SCALE: 1” = 2000' 3) Basis of Bearing: A bearing of S 89°38' 13" W between the two found 3.25" aluminum 1989 Cadastral Survey Bureau of Land Management caps set on 2.5" aluminum monumenting the north boundary line of the northwest one quarter of Section 25, Township 5 South, Range 91 West of the 6th Principal Meridian,as shown. 4) Basis of Survey: Huber S.B. 35 Exemption Plat recorded March 13, 1992 as Reception No. 432547, the title commitments outlined in note 5, various documents of record, and the found survey monuments as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said plats described in note 4 and the title commitments prepared by Commonwealth Title Company of Garfield County, Inc., File No. 1806050, File No. 1806052 and File No. 1806053 all having an effective date of June 12, 2018. 6) All easements per the Title Commitment referenced in Note 5 that can be graphically depicted, are shown hereon. 7) The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. Certificate of Taxes Paid I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable as of 2019, upon all parcels of real estate described on this Plat are paid in full. DATED this day of , A.D., 2019. Treasurer of Garfield County Title Certificate I, an agent authorized by a title insurance company, do hereby certify that I have examined the Title to all lands shown upon this Plat and that Title to such lands is vested in Brett L. Jolley and Jeanne L. Jolley and 4J, LLC, free and clear of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of record affecting the real property in this Plat) except as follows: And All matters of record set forth under schedule B-2 "exceptions" by that certain commitments for title insurance dated June 19, 2018 (File Nos. 1806050, 1806052 and 1806053) and issued by the Commonwealth Title Company of Garfield County, Inc. upon satisfaction of all schedule b-1 "requirements" as set forth by said commitment DATED this day of , A.D., 2019. TITLE COMPANY: Commonwealth Title Company of Garfield County, Inc. (Agent) Surveyor's Certificate I, Mark S. Beckler, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this Plat is a true, correct and complete AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF JOLLEY-4J, LLC PARCELS as laid out, platted, dedicated and shown hereon, that such Plat was made from an accurate survey of said property by me or under my supervision, and correctly shows the location and dimensions of the lots, easements and streets of said amended final plat as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In witness whereof, I have set my hand and seal this day of , A.D., 2019. Mark S. Beckler, P.L.S. #28643 Clerk and Recorder's Certificate This Plat was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, at o'clock , on this day of , 2019, and is duly recorded as Reception No. Clerk and Recorder By: Deputy RAB SB 03-22-19 M:\2700dwgs\27163\2019\PLAT\27163 LOT -LINE ADJUST PLAT.dwg .. _(.. i s .:� V -, - fc e.:. _ t ." „ L->`.. • , -.... ) /o}. . j,,, ,...,A A' 1 9 ' t., . ....... Jill j/ re ---All' a r �`^ 11� -\ ` ry / ���'ti _ ` /, > `' • 301 .� / -� � - --- 1 �l {)sal �, ~`' •111� -•\3,..6 :.�ti./Z 4 - ' \ 4 %W. `i 1 � �� 1 �� . c %,-•tel ' '\ -- • ,- -'`.-__-^- !tip M�.°1;. r ('tti J;`�.r . ji. 2k v---4,-,,,t-..,.4---1.- _ .,� . . " i,� 1� � 1� i y `„' ) __ ,am:. . ----'7----...------.....=;'-.:=- It , 1` ,/ ;if •j J,= - ; % 'moi` � - \\ • +U; �� . . r - fit ,� . 'l}4 '` fl:arakiiT;e.O o _ ,`' \-.- Date of Survey: September 5, 2007, June 3, 2018 & July 9, 2018. 2) Date of Preparation: March 2019. VICINITY MAP SCALE: 1” = 2000' 3) Basis of Bearing: A bearing of S 89°38' 13" W between the two found 3.25" aluminum 1989 Cadastral Survey Bureau of Land Management caps set on 2.5" aluminum monumenting the north boundary line of the northwest one quarter of Section 25, Township 5 South, Range 91 West of the 6th Principal Meridian,as shown. 4) Basis of Survey: Huber S.B. 35 Exemption Plat recorded March 13, 1992 as Reception No. 432547, the title commitments outlined in note 5, various documents of record, and the found survey monuments as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said plats described in note 4 and the title commitments prepared by Commonwealth Title Company of Garfield County, Inc., File No. 1806050, File No. 1806052 and File No. 1806053 all having an effective date of June 12, 2018. 6) All easements per the Title Commitment referenced in Note 5 that can be graphically depicted, are shown hereon. 7) The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. Certificate of Taxes Paid I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable as of 2019, upon all parcels of real estate described on this Plat are paid in full. DATED this day of , A.D., 2019. Treasurer of Garfield County Title Certificate I, an agent authorized by a title insurance company, do hereby certify that I have examined the Title to all lands shown upon this Plat and that Title to such lands is vested in Brett L. Jolley and Jeanne L. Jolley and 4J, LLC, free and clear of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of record affecting the real property in this Plat) except as follows: And All matters of record set forth under schedule B-2 "exceptions" by that certain commitments for title insurance dated June 19, 2018 (File Nos. 1806050, 1806052 and 1806053) and issued by the Commonwealth Title Company of Garfield County, Inc. upon satisfaction of all schedule b-1 "requirements" as set forth by said commitment DATED this day of , A.D., 2019. TITLE COMPANY: Commonwealth Title Company of Garfield County, Inc. (Agent) Surveyor's Certificate I, Mark S. Beckler, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this Plat is a true, correct and complete AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF JOLLEY-4J, LLC PARCELS as laid out, platted, dedicated and shown hereon, that such Plat was made from an accurate survey of said property by me or under my supervision, and correctly shows the location and dimensions of the lots, easements and streets of said amended final plat as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In witness whereof, I have set my hand and seal this day of , A.D., 2019. Mark S. Beckler, P.L.S. #28643 Clerk and Recorder's Certificate This Plat was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, at o'clock , on this day of , 2019, and is duly recorded as Reception No. Clerk and Recorder By: Deputy RAB SB 03-22-19 M:\2700dwgs\27163\2019\PLAT\27163 LOT -LINE ADJUST PLAT.dwg AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF : ORIGIN PARCEL 1 - ASSESSOR PARCEL No. 2125-252-00-074 TITLE PROPERTY DESCRIPTION COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY FILE No. 1806053 A parcel of land situated in the E%NW% of Section 25, Township 5 South, Range 91 West of the 6th P.M., lying Easterly of the East Elk Creek Centerline and Southwesterly of the Southwesterly right of way of County Road No. 245 and is more particularly described as follows: Beginning at the North Quarter Corner of said Section 25, monumented by a 1989 Department of the Interior -Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place; thence South 18°57'53" West 1212.03 feet to a point on said Southwesterly right of way, also being a point on a lane centerline, the TRUE POINT OF BEGINNING; thence leaving said right of way, South 60°06'03" West 663.57 feet along said lane centerline; thence South 55°41'19" West 85.29 feet along said lane centerline to a point on the centerline of said creek; thence along the centerline of said creek the following courses and distances: thence North 25°26'55" West 101.86 feet; thence North 40°46'03" West 39.65 feet; thence North 15°07'25" East 232.64 feet; thence North 63°27'45" East 211.82 feet; thence North 11°23'24" East 70.20 feet; thence North 38°27 '30" West 86.80 feet; thence North 64°52'37" West 161.99 feet; thence North 34°29'28" West 90.40 feet; thence North 15°06'27" West 167.31 feet; thence North 15°25'51" East 69.40 feet; thence North 39°39'52" East 131.00 feet; thence North 14°26'17" East 201.28 feet; thence North 09°24'53" West 123.56 feet; thence North 10°53'28" East 124.04 feet to a point on the Southwesterly side of said County Road right of way; thence leaving said creek centerline along the County Road right of way, the following courses and distances: thence North 87°34'23" East 12.96 feet; thence 137.84 feet along a curve to the right, having a radius of 161.94 feet and chord of which bears: South 68°02'36" East 133.71 feet; thence 374.50 feet along a curve to the right, having a radius of 442.14 feet and chord of which bears: South 19°23'39" East 363.41 feet; thence 331.43 feet along a curve to the left, having a radius of 496.42 feet and chord of which bears: South 14°15'18" East 325.30 feet; thence South 33°22'53" East 104.36 feet; thence 41.55 feet along a curve to the left, having a radius of 800.55 feet and chord of which bears: South 34°52'05" East 41.54 feet; thence South 36°21'18" East 143.91 feet; thence 187.87 feet along a curve to the right, having a radius of 622.38 feet and chord of which bears: South 27°42'26" East 187.16 feet to the TRUE POINT OF BEGINNING. Above described parcel containing 12.105 acres more or less. ORIGIN PARCEL 2 - ASSESSOR PARCEL No. 2125-252-00-103 TITLE PROPERTY DESCRIPTION COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY FILE No. 1806052 A parcel of land being the SW%NW%, that portion of the NE%NW% Westerly of the centerline of East Elk Creek and Southerly of the Southerly right of way of County Road No. 245, and that portion of the SE%NW% Westerly of the centerline of East Elk Creek, all in Section 25, Township 5 South, Range 91 West of the 6th P.M., said parcel of land is described as follows: Beginning at the North Quarter corner of said Section 25, monumented by a 1989 Department of the Interior -Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place, thence South 89°38'13" West 1325.52 feet along the Northerly line of said Section 25; thence South 00°15'35" East 30.00 feet to a point on the Southerly line of said County Road, the TRUE POINT OF BEGINNING; thence North 89°34'49" East 340.22 feet along the Southerly line of said County Road, to a point in the center of said East Elk Creek; thence along said centerline of the creek by the following courses and distances; thence South 10°53'28" West 124.04 feet; thence South 09°24'53" East 123.56 feet; thence South 14°26'17" West 201.28 feet; thence South 39°39'52" West 131.00 feet; thence South 15°25'51" West 69.40 feet; 15°06'27" East 167.31 feet; 34°29'28" East 90.40 feet; 64°52'37" East 161.99 feet; 38°27'30" East 86.80 feet; 11°23'24" West 70.20 feet; 63°27'45" West 211.82 feet; 15°07'25" West 232.64 feet; 40°46'03" East 39.65 feet; 25°26'55" East 101.86 feet; 28°27'36" East 54.19 feet; 33°48'27" East 208.68 feet; 10°15'22" West 222.73 feet; 34°48'38" East 77.46 feet; 79°15'48" East 165.05 feet; 17°24'50" East 250.85 feet; 52°22'14" East 171.59 feet; 32°45'30" East 112.71 feet; 11°18'50" East 124.69 feet to a point on the East-West centerline of said Section 25; thence leaving said centerline of creek South 89°12'52" West 2193.47 feet along the East-West centerline of Section 25 to the West Quarter corner of said Section 25; thence North 00°30'07" West 1317.40 feet along the Westerly line of said Section 25 to the Northwest corner of the SW%NW% of said Section 25; thence North 89°26'10" East 1319.85 feet along the Northerly line of said SW%NW% to the Northeast corner of the SW%NW% of said Section 25; thence North 00°15'35" West 1282.18 feet along the Easterly line of the NW%NW% of said Section 25 to a point on the Southerly right of way of said County Road, the True Point of Beginning. thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South thence South JOLLEY-4J LLC PARCELS A PARCEL OF LAND SITUATED IN NW1/4 OF SECTION 25 TOWNSHIP 5 SOUTH, RANGE 91 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 2 OF 4 Above described parcel containing 63.962 acres more or less. ORIGIN PARCEL 3 - ASSESSOR PARCEL No. 2125-252-00-132 TITLE PROPERTY DESCRIPTION COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY FILE No. 1806050 A parcel of land in the NE1/4NW1/4 and in the SE1/4NW1/4, Section 25, Township 5 South, Range 91 West of the Sixth Principal Meridian being more fully described as follows: Beginning at the North Quarter Corner of said Section 25, monumented by a 1989 Department of the Interior -Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place; thence South 11° 45'29" West 1546.23 feet to a point on the Southwesterly Right -of -Way of County Road No. 245 the true POINT OF BEGINNING; thence South 63° 36'01" West 120.00 feet; thence South 46° 20'37" West 492.37 feet; thence South 69° 49'21" West 168.88 feet to a point in East Elk Creek; thence along lines in East Elk Creek the following courses and distances: North 10° 15'22" East 222.73 feet; thence North 33° 48'27" West 208.68 feet; thence North 28° 27'36" West 54.19 feet; thence leaving said East Elk Creek North 55° 41'19" East 85.29 feet along a lane centerline; thence North 60° 06'03" East 663.57 feet along a lane centerline to a point in the South -Westerly Right -of -Way of County Road No. 245; thence leaving said lane and along said Right -of -Way the following courses and distances: 85.22 feet along the arc of a curve to the right, having a radius of 622.38 feet and chord of which bears: South 15° 08'13" East 85.15 feet; thence South 11° 12'52" East 290.91 feet to the True Point of Beginning. Above described parcel containing 6.571 acres more or less. TOGETHER with that parcel described in Quit Claim Deed recorded March 5, 1996 in Book 969 at Page 205 as Reception No. 489771. ALSO TOGETHER with that parcel described in Quit Claim Deed recorded March 28, 1996 in Book 971 at Page 990 as Reception No. 490806. LESS AND EXCEPT that parcel described in Grant Deed recorded March 28, 1996 in Book 971 at Page 991 as Reception No. 490807. TRANSFER PARCEL 1 A parcel of land situated in the E%zNW% of Section 25, Township 5 South, Range 91 West of the 6th P.M., lying Easterly of the East Elk Creek Centerline and Southwesterly of the Southwesterly right of way of County Road No. 245 and is more particularly described as follows: Beginning at the North Quarter Corner of said Section 25, monumented by a 1989 Department of the Interior - Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place; thence South 20°49'06" West 1168.68 feet to a point on said Southwesterly right of way, the TRUE POINT OF BEGINNING; thence 58.00' along said Southwesterly right of way on a curve to the right having a radius of 622.38 feet and chord of which bears: South 21°43'45" East 57.98 feet to a point on a lane centerline; thence leaving said right of way, South 60°06'03" West 663.57 feet along said lane centerline; thence South 55°41'19" West 85.29 feet along said lane centerline to a point on the centerline of said creek; thence along the centerline of said creek the following courses and distances: thence North 25°26'55" West 101.86 feet; thence North 40°46'03" West 39.65 feet; thence North 15°07'25" East 232.64 feet; thence North 63°27'45" East 100.00 feet; thence leaving said centerline of said creek South 38°29'52" East 57.09 feet thence North 90°00'00" East 125.00 feet; thence South 79°00'00" East 50.00 feet; thence North 83°00'00" East 220.00 feet; thence North 59°15'24" East 134.69 feet to a point on said Southwesterly right of way, the TRUE POINT OF BEGINNING. Above described parcel containing 2.813 acres acres more or less. TRANSFER PARCEL 2 A parcel of land situated in the 5E14 NW% of Section 25, Township 5 South, Range 91 West of the 6th P.M., lying westerly of the East Elk Creek Centerline is more particularly described as follows: Beginning at the North Quarter Corner of said Section 25, a 1989 Department of the Interior -Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place; thence South 31°18'51" West 1893.10 feet to a point on the centerline of said creek the TRUE POINT OF BEGINNING; thence along the centerline of said creek the following courses and distances: thence South 33°48'27" East 155.00 feet; thence South 10°15'22" West 222.73 feet; thence leaving said centerline of said creek North 40°00'20" West 64.53' feet; thence South 77°00'00" West 80.00 feet; thence North 32°00'00" West 300 feet; thence North 75°00'00" East 240.00 feet to the TRUE POINT OF BEGINNING. Above described parcel containing 1.473 acres more or less. Land Use Table ORIGIN PARCEL 1 ORIGIN PARCEL 2 ORIGIN PARCEL 3 TOTAL RESULTING PARCEL 1 RESULTING PARCEL 2 RESULTING PARCEL 3 TOTAL 527,299 sq. ft. 12.11 acres 2,786,166 sq. ft. 63.96 acres 286,233 sq. ft. 6.57 acres 3,599,698 sq. ft. 82.64 acres 404,768 sq. ft. 9.29 acres 2,721,987 sq. ft. 62.49 acres 472,943 sq. ft. 10.86 acres 3,599,698 sq. ft. 82.64 acres SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM RESULTING PARCEL 1 A parcel of land situated in the E%NW% of Section 25, Township 5 South, Range 91 West of the 6th P.M., lying Easterly of the East Elk Creek Centerline and Southwesterly of the Southwesterly right of way of County Road No. 245 is more particularly described as follows: Beginning at the North Quarter Corner of said Section 25, monumented by a 1989 Department of the Interior -Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place; thence South 20°49'06" West 1168.68 feet to a point on said Southwesterly right of way, the TRUE POINT OF BEGINNING. thence leaving said right of way South 59°15'24" West 134.69 feet; thence South 83°00'00" West 220.00 feet; thence North 79°00'00" West 50.00 feet; thence North 90°00'00" West 125 feet thence North 38°29'52" West 57.09 feet to a point on said centerline of creek thence along said centerline of said creek the following courses and distances: thence North 63°27'45" East 111.82 feet; thence North 11°23'24" East 70.20 feet; thence North 38°27 '30" West 86.80 feet; thence North 64°52'37" West 161.99 feet; thence North 34°29'28" West 90.40 feet; thence North 15°06'27" West 167.31 feet; thence North 15°25'51" East 69.40 feet; thence North 39°39'52" East 131.00 feet; thence North 14°26'17" East 201.28 feet; thence North 09°24'53" West 123.56 feet; thence North 10°53'28" East 124.04 feet to a point on the Southwesterly side of said County Road right of way; thence leaving said creek centerline along the County Road right of way, the following courses and distances: thence North 87°34'23" East 12.96 feet; thence 137.84 feet along a curve to the right, having a radius of 161.94 feet and chord of which bears: South 68°02'36" East 133.71 feet; thence 374.50 feet along a curve to the right, having a radius of 442.14 feet and chord of which bears: South 19°23'39" East 363.41 feet; thence 331.43 feet along a curve to the left, having a radius of 496.42 feet and chord of which bears: South 14°15'18" East 325.30 feet; thence South 33°22'53" East 104.36 feet; thence 41.55 feet along a curve to the left, having a radius of 800.55 feet and chord of which bears: South 34°52'05" East 41.54 feet; thence South 36°21'18" East 143.91 feet; thence 129.87 feet along a curve to the right,having a radius of 622.38 feet and chord of which bears: South 30°22'37" East 129.64 feet to the TRUE POINT OF BEGINNING. Above described parcel containing 9.292 acres acres acres more or less. RESULTING PARCEL 2 A parcel of land being the SW%NW%, that portion of the NE%NW% Westerly of the centerline of East Elk Creek and Southerly of the Southerly right of way of County Road No. 245, and that portion of the SE%NW% Westerly of the centerline of East Elk Creek, all in Section 25, Township 5 South, Range 91 West of the 6th P.M., said parcel of land is described as follows: Beginning at the North Quarter corner of said Section 25, monumented by a 1989 Department of the Interior -Bureau of Land Management 3.25"aluminum on a 2.5" aluminum post properly marked and in place; thence South 89°38'13" West 1325.52 feet along the Northerly line of said Section 25; thence South 00°15'35" East 30.00 feet to a point on the Southerly line of said County Road, the TRUE POINT OF BEGINNING; thence North 89°34'49" East 340.22 feet along the Southerly line of said County Road, to a point in the center of said East Elk Creek; thence along said centerline of the creek by the following courses and distances; thence South 10°53'28" West 124.04 feet; thence South 09°24'53" East 123.56 feet; thence South 14°26'17" West 201.28 feet; thence South 39°39'52" West 131.00 feet; thence South 15°25'51" West 69.40 feet; thence South 15°06'27" East 167.31 feet; thence South 34°29'28" East 90.40 feet; thence South 64°52'37" East 161.99 feet; thence South 38°27'30" East 86.80 feet; thence South 11°23'24" West 70.20 feet; thence South 63°27'45" West 211.82 feet; thence South 15°07'25" West 232.64 feet; thence South 40°46'03" East 39.65 feet; thence South 25°26'55" East 101.86 feet; thence South 28°27'36" East 54.19 feet; thence South 33°48'27" East 53.68 feet; thence leaving said centerline of creek the following courses and distances: thence South 75°00'00" West 240.00 feet; thence South 32°00'00" East 300.00 feet; thence North 77°00'00" East 80.00 feet; thence South 40°00'20" East 64.53 feet to a point to a point in the center of said East Elk Creek, thence along said creek the following courses and distances: thence South 34°48'38" East 77.46 feet; thence South 79°15'48" East 165.05 feet; thence South 17°24'50" East 250.85 feet; thence South 52°22'14" East 171.59 feet; thence South 32°45'30" East 112.71 feet; thence South 11°18'50" East 124.69 feet to a point on the East-West centerline of said Section 25; thence leaving said centerline of creek South 89°12'52" West 2193.47 feet along the East-West centerline of Section 25 to the West Quarter corner of said Section 25; thence North 00°30'07" West 1317.40 feet along the Westerly line of said Section 25 to the Northwest corner of the SW%NW% of said Section 25; thence North 89°26'10" East 1319.85 feet along the Northerly line of said SW%NW% to the Northeast corner of the SW%NW% of said Section 25; thence North 00°15'35" West 1282.18 feet along the Easterly line of the NW%NW% of said Section 25 to a point on the Southerly right of way of said County Road, the True Point of Beginning. Above described parcel containing 62.488 acres more or less. RESULTING PARCEL 3 A parcel of land in the NE1/4NW1/4 and in the SE1/4NW1/4, Section 25, Township 5 South, Range 91 West of the Sixth Principal Meridian being more fully described as follows: Beginning at the North Quarter Corner of said Section 25, monumented by a 1989 Department of the Interior -Bureau of Land Management 3.25" aluminum on a 2.5" aluminum post properly marked and in place; thence South 11° 45'29" West 1546.23 feet to a point on the Southwesterly Right -of -Way of County Road No. 245 the true POINT OF BEGINNING; thence South 63° 36'01" West 120.00 feet; thence South 46° 20'37" West 492.37 feet; thence South 69° 49'21" West 168.88 feet to a point in East Elk Creek; thence leaving that point in East Elk Creek North 40°00'20" West 64.53 feet; thence South 77°00'00" West 80.00 feet; thence North 32°00'00" West 300 feet; thence North 75°00'00" East 240.00 feet to a point in the center of said East Elk Creek and along said creek the following courses and distances: thence North 33° 48'27" West 53.68 feet; thence North 28° 27'36" West 54.19 feet; thence North 25°26'55" West 101.86 feet; thence North 40°46'03" West 39.65 feet; thence North 15°07'25" East 232.64 feet; thence North 63°27'45" East 100.00 feet; thence leaving said centerline of said creek South 38°29'52" East 57.09 feet; thence North 90°00'00" East 125.00 feet; thence South 79°00'00" East 50.00 feet; thence North 83°00'00" East 220.00 feet; thence North 59°15'24" East 134.69 feet to a point on said Southwesterly right of way; thence 143.22' along said Southwesterly right of way on a non -tangent curve to the right having a radius of 622.38 feet and chord of which bears: South 17°48'24" East 142.90 feet: thence South 11°12'52" East 290.91 feet to the TRUE POINT OF BEGINNING. Above described parcel containing 10.857 acres more or less. TOGETHER with that parcel described in Quit Claim Deed recorded March 5, 1996 in Book 969 at Page 205 as Reception No. 489771. ALSO TOGETHER with that parcel described in Quit Claim Deed recorded March 28, 1996 in Book 971 at Page 990 as Reception No. 490806. LESS AND EXCEPT that parcel described in Grant Deed recorded March 28, 1996 in Book 971 at Page 991 as Reception No. 490807. RAB SB 03-22-19 M:\2700dwgs\27163\2019\PLAT\27163 LOT -LINE ADJUST PLAT.dwg 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. z w -FOUND 3.25" ALUMINUM CAP ON 2.5" ALUMINUM POST U.S. DEPARTMENT OF INTERIOR T 5 5 R91W S23 -S24 -S25 -S26 1989 CADASTRAL SURVEY BUREAU OF LAND MANAGEMENT PER COLORADO LAND SURVEY MONUMENT RECORD ACCEPTED ON FEBRUARY 19, 1997 BY THE COLORADO BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS (SURVEY OF 2014) S 89°38'13" W N 89°26'10" E AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF : JOLLEY-4J LLC PARCELS A PARCEL OF LAND SITUATED IN NW1/4 OF SECTION 25 TOWNSHIP 5 SOUTH, RANGE 91 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE OF COLORADO SHEET 3 OF 4 1319.85' BASIS OF BEARING S 00°15'35" E 30.00' TIE ORIGIN PARCEL 2 TRUE POINT OF BEGINNING ORIGIN PARCEL 2 M „S£,STo00 N NJ CO N I 00 1 I N 87°34'23" E 12.96' 0 w N 0 FOUND 3.25" ALUMINUM CAP ON 2.5" ALUMINUM POST U.S. DEPARTMENT OF INTERIOR T 5 S R91W 1/4 S25 -S26 1989 CADASTRAL SURVEY BUREAU OF LAND MANAGEMENT COLORADO LAND SURVEY MONUMENT RECORD FILED PER THIS PLAT (SURVEY OF 2018) ORIGIN PARCEL 2 2,786,166 sq. ft. 63.962 acres S 89°12'52" W SET #5 REBAR & 1.25" ORANGE PLASTIC CAP PLS 28643 0.20' ABOVE GROUND (TYP.) (2018) N 89°34'49" E 340.22' FOUND #5 REBAR & 1.25" PLASTIC CAP LS #13501 (2014) ORIGIN PARCEL 2 2,786,166 sq. ft. 63.962 acres N 15°25'51" E 69.40' g • N Iu • C1 S 89°38'13" W ORIGIN PARCEL 1 527,299 sq. ft. 12.105 acres N 34°29'28" W 90.40' ALIGNMENT OF-' EAST ELK CREEK TAKEN FROM 2002 AERIAL MAPPING BY BELL N 40°46'03" W 39.65' N 25°26'55" W 101.86' v64 N 38°27'30" W . \ 86.80' N 11°23'24" E 70.20' ,0. 0 c z 0 0 FOUND 3.25" ALUMINUM CA ON 2.5" ALUMINUM POST U.S. DEPARTMENT OF INTERIOR T5S R91W 1/4 S24 -S25 CADASTRAL SURVEY 1989 BUREAU OF LAND MANAGEMENT PER COLORADO LAND SURVEY MONUMENT RECORD ACCEPTED ON APRIL 12, 2001 BY THE COLORADO BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS (SURVEY 2018) 2650.45' TIE ORIGIN PARCEL 2 SET #5 REBAR & 1.25" ORANGE PLASTIC CAP PLS 28643 0.20' ABOVE GROUND (TYP.) cs (2018) TRUE c� POINT OF BEGINNING TRANSFER PARCEL 1 691 1\183°00'00"E 2 •.00 1325.52' /// C) S79°00'00"E 50.00' 125.00' 90° S t!'00" O ti 8°29 2"E .09' • ��► 0 n1.31aa 15) MONUMENT NOT FOUND LOCATION CENTERLINE OF EXISING GRAVEL DRIVE NOT SET PER CLIENT REQUEST N 28°27'36" W 54.19' FOUND #5 REBAR & 1.25" ALUMINUM CAP L.S. #14060 0.4' BELOW GROUND (2018) 1 1 1 1 FOUND #5 REBAR & 1.25" ALUMINUM CAP L.S. #14060 / FLUSH WITH GROUND (2018) %).)P TRUE �\.� POINT OF BEGINNING SL' � sCE 3 4 5°00® SET#5 REBAR & 1.25" RED PLASTIC CAP WITNESS CAP PLS 28643 0.20' ABOVE GROUND (TYP.) (35.0' WC) (2018) �T O' T® r OO 0, SET #5 REBAR & 1.25" RED PLASTIC CAP WITNESS CAP PLS 28643 0.20' ABOVE GROUND (50.0' WC) (2018) 64 A 4 •4j .0��. TRANSFER PARCEL 2 a ft. es 2 S77°00'00"W 2193.47' 80.00' N40°00'20"W 64.53' S 34°48'38" E 77.46' S 79.15 '48„ 165.051.. FOUND #5 REBAR & 1.25" RED PLASTIC CAP LS #13501 (2018) FOUND #5 REBAR & 1.25" RED PLASTIC WITNESS CAP PLS #28643 (21.0' WC)(2018) ALIGNMENT OF EAST ELK CREEK TAKEN FROM 2002 AERIAL MAPPING BY BELL m'0, 0 TRUE POINT OF BEGINNING ORIGIN PARCEL 3 FOUND #5 REBAR & 1.25" ALUMINUM CAP L.S. #14060 0.4' BELOW GROUND (2018) MONUMENT NOT FOUND LOCATION IN ACTIVE AGRICULTURE FIELD NOT SET PER CLIENT REQUEST GRAPHIC SCALE 150 0 75 150 300 600 ( IN FEET ) 1 inch = 150ft. CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA C1 137.84' 161.94' 73.40' 133.71' S 68°02'36" E 48°45'59" C2 374.50 442.14' 199.31 363.41 S 1923 39 E 4831 52 C3 331.43 496.42' 172.15 325.30 S 14°15'18" E 38°15'07" C4 41.55' 800.55' 20.78' 41.54' S 34°52'05" E 2°58'24" C5 273.09' 622.38' 138.78' 270.90' S 23°47'05" E 25°08'26" C5A 187.87 622.38 94.66' 187.16 S 2742 26 E 17°17'43" C5B 85.22' 622.38 42.67' 85.15' S 15°08'13" E 7°50'42" C5C 129.87 622.38 65.17' 129.64 S 3022 37 E 11°57'21" C5D 58.00' 622.38 29.02' 57.98' S 21°43'45" E 5°20'22" Notes 1) Date of Survey: September 5, 2007, June 3,2018 & July 9, 2018. 2) Date of Preparation: March 2019. 3) Basis of Bearing: A bearing of S 89°38' 13" W between the two found 3.25" aluminum 1989 Cadastral Survey Bureau of Land Management caps set on 2.5" aluminum monumenting the north boundary line of the northwest one quarter of Section 25, Township 5 South, Range 91 West of the 6th Principal Meridian,as shown. 4) Basis of Survey: Huber S.B. 35 Exemption Plat recorded March 13, 1992 as Reception No. 432547, the title commitments outlined in note 5, various documents of record, and the found survey monuments as shown. 5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said plats described in note 4 and the title commitments prepared by Commonwealth Title Company of Garfield County, Inc., File No. 1806050, File No. 1806052 and File No. 1806053 all having an effective date of June 12, 2018. 6) All easements per the Title Commitment referenced in Note 5 that can be graphically depicted, are shown hereon. 7) The linear unit used in the preparation of this plat is the U.S. survey foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. Land Use Table ORIGIN PARCEL 1 ORIGIN PARCEL 2 ORIGIN PARCEL 3 TOTAL RESULTING PARCEL 1 RESULTING PARCEL 2 RESULTING PARCEL 3 TOTAL 527,299 sq. ft. 2,786,166 sq. ft. 286,233 sq. ft. 3,599,698 sq. ft. 404,768 sq. ft. 2,721,987 sq. ft. 472,943 sq. ft. 3,599,698 sq. ft. 12.11 acres 63.96 acres 6.57 acres 82.64 acres 9.29 acres 62.49 acres 10.86 acres 82.64 acres SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM RAB SB 03-22-19 M:\2700dwgs\27163\2019\PLAT\27163 LOT -LINE ADJUST PLAT.dwg �, FOUND 3.25" ALUMINUM CAP AMENDED FINAL PLAT, BASIC CORRECTION EXEMPTION AND BOUNDARY LINE ADJUSTMENT OF : ON 2.5" ALUMINUM POST U.S. DEPARTMENT OF INTERIOR T 5 S R91W 1/4 S24 -S25 JoLLEY.4j LLC PARCELS CADASTRAL SURVEY N 1989 BUREAU OF LAND MANAGEMENT ��_ A PARCEL OF LAND SITUATED IN NW1/4 OF SECTION 25 \�<<, �(c TOWNSHIP 5 SOUTH, RANGE 91 WEST OF THE 6th P.M. �,�° ��tio�. �� �;��/omafoc° COUNTY OF GARFIELD, STATE OF COLORADO o v-). �/ / 4/ �� SHEET 4 OF 4 0 / -� �, o 2 „,„ N O m m oo i�m o m F) n w m 2 '', 6 = �� t� �c`' `') o �9 F fro, v err = / r,,,_ �<v,o, r, C'u s 6°1\W cP., `�' O' �e- a ticv i _ ,�� 6, / Q f<,) (�O o �i 6 0,.�, /�: 6 n/Qc 4 RESULTING PARCEL 1 �� �� yam. � oo �6 � ��`` �v ew o . 9, 404,768 sq. ft. 9 _2,,,0 9.292 acres 5�7 ��� cz /Quo m • S .9 O= i� � Q r j S P V m zoEAST 50.00- 50.00 89°38'13" m O , R�°/ N-) ornm /NJ ELK CREEK� N ij ^' AO\ , Q\,P / L4.1 / m W o M ,c(A- -\-\\',, Q /Q N ,,,,,„„:,,o, Qc�e / / \ W a ` o o ��P S� s 2 „ � , :o�JFQ 0� N `r C11 _' ADJOINING PARCEL � M ASSESSOR PARCEL NO. 2125-252-00-104 0 � • -\,3 \� � o cp / ° <'2 9 TIE ° /Cif' 63°� �f / ��' � �'� x('131)` • ' 10� 66.18' �� 58.82'_ 220.00' ' //°603 - ,<D2NS3°oo 0o E / , 60 0 $°299, , , - �2�3,--/ \ � tc-3)GRAPHIC S3 �� • 0 °�a•ti� ° / ��„�,N 100 N90 E / �' �3l 0°` , 1 0 50 100 SCALE 200 400 o z M �c�� 7,y<.,° 125.00' � / 5 00� �v L8 �ti OQP&��.. / ti° 2�° ` i 10.00' ti 3 'c, N 89°26'10" E 1319.85' L7 L9 DLCO SE��p`b / ' / 93.82 - _- L10 SQJOOEP$61 / ' �' / °RS OO„�I v,( IN FEET ) 58� �0 P o ' inch 58" - Biu N 79°35' L6 Q�gL0�0(i �� . / N 23 g1 0° ` �° 10.0' 1 i nch = 100 ft. c,'58" N 7903- 86� �/ , OF �CEQ� / L N DITCH EASEMENT L5 2,‘` "\----\\',.\ RECEPTION No. 432547 L4 �� �o o �� k ,,,, \v„...6, 7ScV 10.0' OVERHEAD SERVICE UTILITY \c'ti's �• /9ti N15° 00' g4. LINE TABLE .92 EASEMENT 3/ / I / LINE BEARING LENGTH TO BE DEDICATED PER THIS PLAT \ % N 13°50'00" W ' ,� \, CENTERLINE ' N I L1 S 54°06'13" W 73.30' (OVER EXISTING LINE) .,\i/ .' 20.0' ROAD 53.00' �o TRUE ACCESS EASEMENT o N 25°26'55" W kPOINT L2 N 25°21 53 E 51.08 ' OF BEGINNING ° 1I 101.86'RECEPTION No. 432547 N 4046'0303RESULTING PARCEL 3 L3 N 55°23'10" E 7.69' 39.65' RECEPTION No. 489771 \ L4 N 44°18'48" W 10.05' N 28°27'36" W RECEPTION No. 490806 N 07°39'00" W 54.19' 97'00 ' ' / L5 N 66°27'59" W 11.42' / L6 N 79°54'51" W 45.05' / II 0`4, tri ,°36 L7 N 10°05'09" E 10.00' $3�<. -1°'''' '�,� ti 6N 2 , L8 S 79°54'51" E 46.23' cps/ 6° \\sQ RESULTING PARCEL 3 / 56312• No / L9 S 66°27'59" E 14.56' �� �' �N v'8 472,943 Sq. ft. I� L10 S 44°18'48" E 13.50' 30 30'p0° 64,7- °33°o N 250, / L11 „ N 54°06'13" E 13.33' 10.857 acres Nti°$60 15.0' E 114 / Nott 1 \O CENTERLINE °00,00" \ 30.00' , PRIVATE ACCESS EASEMENT N 15 0' / 06°45'00" E CURVE TABLE 126 \ N N 60506003" E TO BE DEDICATED PER THIS PLAT CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ;� 0������� 82.00' (OVER EXISTING ����`S � TWO TRACK TRAIL) 1 / \ C1 137.84' 161.94' 73.40' 133.71' S 68°02'36" E 48°45'59" Jk. Q•, p/ O �`� o \ ' nrn C2 374.50'442.14'199.31'363.41'S 19°23'39" E 48°31 52 �� �P• / N 1 W / ''� \/ 86 000 ' ` C3 331.43' 496.42' 172.15' 325.30' S 14°15'18" E 38°15'07" c)° o o P• Q/\/ . C� �;• O o o pQ c<c,‘., C4 41.55'800.55'20.78'41.54'S 34°52'05" E 2°58'24" p 0 / % / \ 2�_z_ C5 273.09' 622.38' 138.78' 270.90' S 23°47'05" E 25°08'26" z N 45°36'00" W . vi CSA 187.87' 622.38' 94.66' 187.16' S 27°42'26" E 17°17'43" LL 57.00'` i� /�� / b �O C5B 85.22' 622.38' 42.67' 85.15' S 15°08'13" E 7°50'42" �Z / �� / CSC 129.87'622.38'65.17'129.64'S 30°22'37" E 11°57'21" N 37°18'00" W � l\ O % /N ' 91.00' '\ C5D 58.00' 622.38' 29.02' 57.98' S 21°43'45" E 5°20'22" • CENTERLINE o � S 30.0' ACCESS, DITCH, / / C6 221.39' 691.54' 111.65' 220.45' S 20°23'07" E 18°20'34" 0 •� O / . DRAINAGE & UTILITY EASEMENT 6, • ,9 C7 76.24'349.99'38.27'76.09'S 35°47'51" E 12°28'52" 69.61 / �‘ N 22°57'00" W RECEPTION No. 432547 � 'Z1 RECEPTION No. 490807 C8 138.77'324.98'70.46'137.72'N „ 12°16'00" W " 24°28'00" �� 1039, /9°9 $$ CENTERLINE 76.00' \ s - S 6$� / 20.0' STRIP OF LAND C9 198.75' 990.24' 99.71' 198.42' N 30°15'00" W 11°30'00" S77°00'00"W - FOR INGRESS & EGRESS �° C10 71.26' 42.09' 47.57' 63.05' N 12°30'00" E 97°00'00" TOBEUSEDASA RESULTING PARCEL 2 80.00' \ ROAD ACCESS EASEMENT \ C11 18.80' 622.38' 9.40' 18.80' N 19°55'30" W 1°43'51" RECEPTION No. 285600 N 26°25'00' W o C12 10.13' 622.38' 5.07' 10.13' N 21°15'25" W 0°55'57" 2,721,987 sq. ft. N40°00'20"W RECEPTION No. 285793 92.00 2 ` C13 60.21' 150.00' 30.52' 59.81' S 07°00'00" E 23°00'00" `� 62.488 acres 64.53' S 15, RECEPTION No. 432547 48 E RECEPTION No. 489771 o C14 85.52' 140.00' 44.14' 84.20' N 13°00'00" W 35°00'00" 0 S 34°48'38" E 165.05' RECEPTION No. 490806 N 19°42'00" W t �0, '�1 `� C15 76.60'50.00'48.09'69.32'S 13°23'13" W 87°46'27" 77.46' 59.00' \ - - 10.0' - 20.0' \ DITCH EASEMENT \\ ' RECEPTION No. 432547 \ N 07°14'00" W 1 49.00' 0.00' Lr' \ 0 20.00' --) \ c Land Use Table ,) \ )‘ `ut o I ADJOINING PARCEL0 ORIGIN PARCEL 1 527,299 s. ft. 12.11 acres q N 37°56'07" W ASSESSOR PARCEL No.18933' 2125-252-00-133 ORIGIN PARCEL 2 2,786,166 sq. ft. 63.96 acres 20.00' ORIGIN PARCEL 3 286,233 sq. ft. 6.57 acres `, \ \ O' •fv �•51�, - F I�' ,1I 20.0' UTILITY EASEMENT TOTAL 3,599,698 sq. ft. 82.64 acres , RECEPTION No. 285600 ' O RECEPTION No. 285793 ,, o RESULTING PARCEL 1 404,768 sq. ft. 9.29 acres m RESULTING PARCEL 2 2,721,987 sq. ft. 62.49 acres RESULTING PARCEL 3 472,943 sq. ft. 10.86 acres EAST ELK CREEK .'' TOTAL 3,599,698 sq. ft. 82.64 acres j�.i' N 00°02'00" W I11 , - 314.25' 1 I' / N 00°02'00" W I , ' \ :::::co_u_locpLo ' 219.54' � N 9' I°) N SE COR SE% 5.0' DITCH EASEMENT I' RECEPTION No. 432547 5.00' NW%SEC 25 SOPRIS ENGINEERING - LLC _ _ zY ° 2193.47' S 89°11 40" W S 89 12 52 W \\ f 436.05' CIVIL CONSU LTANTS W °20.0' EASEMEN40" TILE 30.0'EEASEMENT TIE T 502 MAIN STREET, SUITE A3 \ RECEPTION No. 432547 RECEPTION No. 285600 \ RECEPTION No. 490807 RECEPTION No. 285793 CARBON DALE, COLORADO 81623 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL RECEPTION No. 432547 (970) 704-0311 SOPRISENG@SOPRISENG.COM ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS \ \ RECEPTION No. 489771 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION RECEPTION No. 490806 BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. RAB SB 03-22-19 M:\2700dwgs\27163\2019\PLAT\27163 LOT -LINE ADJUST PLAT.dwg