Laserfiche WebLink
RIGHT OF WAY FENCE <br />NW S 9 <br />W 1/16 <br />PERMIT PERIMETER SURVE <br />A Tract of Land 111 C'L'llolll 9. To ") No, R. 79 V`'., 6th l "�'1 <br />Jackson County, C�c��lo �.t��t��> <br />ROW EASEMENT <br />BOOK 180, PAGE 428 — SILVER SPUR LAND & CATTLE COMPANY,LLC <br />N 114 663.28Ft. <br />589'47' 37 "E 111 <br />N <br />�t <br />I � <br />Q <br />3 <br />S <br />0 <br />H <br />N 1/161 _ <br />Q <br />U) <br />O <br />O <br />QX <br />U SO <br />J <br />O <br />X <br />X <br />W 1/4� <br />I <br />v <br />GRAPHIC SCALE 1" =400' <br />INEWEENEEMor--- =011 <br />0 400 800 1200 <br />SANDRA & STEPHEN BOND <br />NOTICE: According to Colorado law you must commence any legal action <br />based upon any defect in this survey within three years after you first discover <br />such defect. In no ewent may any action based on any defect in this survey be <br />commenced more than ten years from the date of the certification shown hereon. <br />G <br />E. SESSIONSI& SONS.INC. <br />"665.45F3'W <br />CNT1 /16 <br />665. 46Ft. <br />C 1/4 <br />GLENN E. SESSIONS &SONS,INC <br />MO MOM s7 <br />LEGAL DESCRIPTION <br />A tract of land located in the NW1 /4NE1 /4 of Section 9, Township <br />9 North, Range 79 West of the 6th P.M.. County of Jackson. State <br />Of Colorado, more particularly described as follows: <br />BEGINNING at the North i'4 corner of said Section 9, being 1933 GLO <br />Brass Cap; thence South 89'47'37" East, a distance of 663.28 feet <br />to a #4 rebar; thence South 00'25'57" West, a distance of 1331.06 <br />feet to a #4 rebar; thence North 89'55'33" West, a distance of <br />665.46 feet to the Center North 1/16 corner of said section, being <br />GLENN E. SESSIONS &SONS,INC a #6 rebar with cap (LS 24303): thence North 00'31'33" East, a <br />distance of 1332.50 feet to the POINT OF BEGINNING. <br />Containing 20.312 Acres, more or less. <br />GLENN E. SESSIONS &SONS.INC <br />E 114 PROFESSIONAL ENGINEER'S CERTIFICATE <br />I. Randall R. Miller, being a Registered Professional Engineer <br />in the State of Colorado, do hereby certify that this plat was <br />made by me and /or under my direct supervision and that it <br />is accurate to /-the best of my kkPnowledge. <br />Dated this t� day of 2007. <br />NOTES: <br />i. This survey does not constitute a title search by North Park Engineering & Consulting, Inc. Ranfiall R. Miller, Colorado PE #32004 <br />2. At the request of the client, easement data was not obtained nor <br />shown on this plat. The boundary for State Highway 125 was based 4M <br />the existing right of way fence, as right by use. <br />3. The positions of corners used herein were obtained using a combination of <br />static and RIK GPS techniques. The positional accuracies meet BLM <br />standards as well as applicable minimum standards of the State of Colorado. <br />Permit #: & -03-5 Confidental?: <br />Class: Type -Seq.: <br />From �9 Toy ?3 <br />Doe. Name: Yr2 <br />Doc. Date (if no date stamp): 4e a( U7 <br />LEGEND <br />FOUND GLO BRASS CAP <br />® FOUND #6 REBAR WITH CAP "PLS24303" <br />SET #4 REBAR <br />G <br />rfy`ireivi� <br />O R REajsT�_a <br />0 ®a VU �pU R. <br />® 32004 <br />..........: Q`�o <br />'0rise� / /'y <br />o <br />o <br />0 <br />LL <br />NW <br />O <br />I <br />US <br />N <br />MC <br />C <br />$� <br />N <br />�t <br />I � <br />Q <br />3 <br />S <br />0 <br />H <br />N 1/161 _ <br />Q <br />U) <br />O <br />O <br />QX <br />U SO <br />J <br />O <br />X <br />X <br />W 1/4� <br />I <br />v <br />GRAPHIC SCALE 1" =400' <br />INEWEENEEMor--- =011 <br />0 400 800 1200 <br />SANDRA & STEPHEN BOND <br />NOTICE: According to Colorado law you must commence any legal action <br />based upon any defect in this survey within three years after you first discover <br />such defect. In no ewent may any action based on any defect in this survey be <br />commenced more than ten years from the date of the certification shown hereon. <br />G <br />E. SESSIONSI& SONS.INC. <br />"665.45F3'W <br />CNT1 /16 <br />665. 46Ft. <br />C 1/4 <br />GLENN E. SESSIONS &SONS,INC <br />MO MOM s7 <br />LEGAL DESCRIPTION <br />A tract of land located in the NW1 /4NE1 /4 of Section 9, Township <br />9 North, Range 79 West of the 6th P.M.. County of Jackson. State <br />Of Colorado, more particularly described as follows: <br />BEGINNING at the North i'4 corner of said Section 9, being 1933 GLO <br />Brass Cap; thence South 89'47'37" East, a distance of 663.28 feet <br />to a #4 rebar; thence South 00'25'57" West, a distance of 1331.06 <br />feet to a #4 rebar; thence North 89'55'33" West, a distance of <br />665.46 feet to the Center North 1/16 corner of said section, being <br />GLENN E. SESSIONS &SONS,INC a #6 rebar with cap (LS 24303): thence North 00'31'33" East, a <br />distance of 1332.50 feet to the POINT OF BEGINNING. <br />Containing 20.312 Acres, more or less. <br />GLENN E. SESSIONS &SONS.INC <br />E 114 PROFESSIONAL ENGINEER'S CERTIFICATE <br />I. Randall R. Miller, being a Registered Professional Engineer <br />in the State of Colorado, do hereby certify that this plat was <br />made by me and /or under my direct supervision and that it <br />is accurate to /-the best of my kkPnowledge. <br />Dated this t� day of 2007. <br />NOTES: <br />i. This survey does not constitute a title search by North Park Engineering & Consulting, Inc. Ranfiall R. Miller, Colorado PE #32004 <br />2. At the request of the client, easement data was not obtained nor <br />shown on this plat. The boundary for State Highway 125 was based 4M <br />the existing right of way fence, as right by use. <br />3. The positions of corners used herein were obtained using a combination of <br />static and RIK GPS techniques. The positional accuracies meet BLM <br />standards as well as applicable minimum standards of the State of Colorado. <br />Permit #: & -03-5 Confidental?: <br />Class: Type -Seq.: <br />From �9 Toy ?3 <br />Doe. Name: Yr2 <br />Doc. Date (if no date stamp): 4e a( U7 <br />LEGEND <br />FOUND GLO BRASS CAP <br />® FOUND #6 REBAR WITH CAP "PLS24303" <br />SET #4 REBAR <br />G <br />rfy`ireivi� <br />O R REajsT�_a <br />0 ®a VU �pU R. <br />® 32004 <br />..........: Q`�o <br />'0rise� / /'y <br />