Loading...
HomeMy WebLinkAboutSite Planty 4+@�'t� ,sr gay .ir a 1� `,SII t•�'� r �'[C• O� .4 f� �S 1..: � 1-20 .�<' HATCHING RRR Yi "1O• r 3% fr ,y� ; a ,i j 1 } ‘ -, ; x — — — — — — — — SU IP. Prope ,_ l - Monument ' or Found No. 5 Rebar & Orange 1.25" Plastic Cap L.S. No. 36572 Flush with Ground Found No. 5 Rebar & 2 Irl" Alumn. Cap L.S. No. 13501 Flush with (:round O _- �- ' \ I z �. t v g ' a iAi. ;-.. •_ :rte VICINITY MAP SCALE 1" = 5,000' NOTICE: ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THJS SURVEY WITHIN THREE YEARS. AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED LION ANY DEFECT IN THIS SURVEY BF.( OMMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. Found No. 5 Rebar & 2.5" Alumn. Cap L.S. No. 13501 Marked North 1/16 Corner Section 35 & 36 Flush with the Ground a0 Site Plan A Parcel of Land being the NW 1/4SW 1/4NW 1/4, Section 36, Township 5 South, Range 92 West Also Know As Tract 24 Antlers Orchard Development County of Garfield, State of Colorado Overhead Electric (TY'P.) Found No. 5 Rehar & 1.5' Alum. Cap L.S. No. 5933 Flush with the Ground z Fent (TYPO Power Pole (Typ) 60' Right -of -Way Per Receptio No. 37488 x 0 20.0 10.0 l— 20' Public Service Company of -:-" �verhead Colorado Ea ement Per "J Electric Reception No. 906931 Public Service Company of Colorado Easement Per Propane Tank Reception No. 918273 (Typ ); Public Service Company of Colorado Easement Per Reception No. 906929 1— 30.0 30' Right -of -Way Per Reception No. 37488 ound No. 5 Rebar & 1.25" Orange Plastic Cap L.S. No. 36572 Flush with the Ground (Typ) N 89°20'45" E i —ao \ ,, x Edge of Dirt Road CTypa 7/ / /i Septic Lid-® / \ Water Spigot PTYP.) • cr istern Lid 681:77 —7G +he., ,oca. —� � lel Corrugat= r Metal Pipe K. ll b+ I I � / s 30.0 / 1 1 /1 `, \,\\ \ \‘ , bShedletal - i l i \ Container ri Propose20 x 40' - ' a \ k Garage' 1\ 11 ,f 30' Public Semite Company of Colorado Easement Per Reception No. 910274 30' Domestic waterline Easement Per Reception No. 918347 Proposed Septic Layout S 89°19'59" W Found No. 5 Rebar & 1.25" Orange Plastic Cap L.S. No. 36572 Flush with the Ground Elev=5751.0' S00°15'51"W 60 GRAPHIC SCALE 60 120 440 ( IN FEET ) 1 inch = 60 ft. Property Description A Parcel of Land being the NW 1/ASW 1/4NW 1/4, l/LC Section 36, Township 5 South, Range 92 West -'Also Know As Tract 24 Antlers Orchard Development County of Garfield, State of Colorado- Notes: olorado. c Noi ss: 1) This property is subject to Reservations, Restrictions, Covenants, Setbacks and Easements of Record, or in place. This survey was prepared without the benefit of a Title Commitment therefore, Exceptions to title that may affect the subject property have not been researched by Drake Consulting, Inc. 2) The Date of this Survey was August 28, 2020. 3) Basis of Bearings for this survey is a bearing of N89°20'45"E between the Northwest Corner of Tract 24, a Found No. 5 Rebar & 2.5" Alumn. Cap L.S. No. 13501 Flush with Ground Marked North 1/16 Section 35 & 36 found in place and the Northeast Corner of Tract 24, Found No. 5 Rebar & Orange 1.25" Plastic Cap L.S. No. 36572. 4) Units of measure for all dimensions shown hereon is U.S. Survey Feet. 5) This survey is based on The Antlers Orchard Development Company's Plat No. 1, Recorded September 18, 1908 as Reception No. 37488, Special Warranty Deed Recorded May 14, 2020 as Reception No. 935398 Recorded in the Garfield County Clerk and Recorder's Office, and Corners found in place. 6) Elevations are based on the Southeast Corner of Tract 24, a Found No. 5 Rebar & 1.25" Orange Plastic Cap L.S. No. 36572 Flush with Ground, Elevation 5751.0' as shown. Contour intervals are I foot. 7) This property is zoned Rural, Building Setbacks are a Follows: Front Setback 25' Side Setback 10' Rear Setback 25' Building Setbacks should be verified with the county prior to any construction. Survey Statement I, Travis J Kaiser, Do Hereby State that this Site Plan was prepared by Drake Consulting, Inc. For Beth Douglas Ryan & Stephanie Rose. I further state that the Improvements on the above described parcel on this date, August 28, 2020 except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated. and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I further state this Survey was prepared without the benefit of a Title Commitment, therefore, any exceptions that may affect the subject property have not been researched by Drake Consulting, Inc. Travis J. Kaiser, Colorado P.L.S. No. 38294 For, and on Behalf of Drake Consulting, Inc. Drake Consulting, Inc. Land Surveying Phone 970-987-1389 Fax 970-360-1001 www. DrakeC onsulting. C O Drawn By: TJK NO. Date Revision By Checked By: TJK Date: October 13, 2020 Computer File: cad/20/40/40.dwg Beth Douglas 831 County Road 237, Silt Colorado Tract 24 Antlers Orchard Dev. Site Plan NW1/4SW1/4NW1/4 Sec. 36, T5S, R92W Project NO. 20040 1 of 1 LEGEND SYMBOL HATCHING Cistern Lid Septic Lid Clean Out Power Pole Spigot © Q CD W _ LINE Boundary Line Boundary Adjoiner Fence Lute Edge of Dirt Road Easement Line Setback Overhead Electric x — — — — — — — — — — in Monument Found No. 5 Rebar & Orange 1.25" Plastic Cap L.S. No. 36572 Flush with Ground Found No. 5 Rebar & 2 Irl" Alumn. Cap L.S. No. 13501 Flush with (:round O NOTICE: ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THJS SURVEY WITHIN THREE YEARS. AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED LION ANY DEFECT IN THIS SURVEY BF.( OMMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. Found No. 5 Rebar & 2.5" Alumn. Cap L.S. No. 13501 Marked North 1/16 Corner Section 35 & 36 Flush with the Ground a0 Site Plan A Parcel of Land being the NW 1/4SW 1/4NW 1/4, Section 36, Township 5 South, Range 92 West Also Know As Tract 24 Antlers Orchard Development County of Garfield, State of Colorado Overhead Electric (TY'P.) Found No. 5 Rehar & 1.5' Alum. Cap L.S. No. 5933 Flush with the Ground z Fent (TYPO Power Pole (Typ) 60' Right -of -Way Per Receptio No. 37488 x 0 20.0 10.0 l— 20' Public Service Company of -:-" �verhead Colorado Ea ement Per "J Electric Reception No. 906931 Public Service Company of Colorado Easement Per Propane Tank Reception No. 918273 (Typ ); Public Service Company of Colorado Easement Per Reception No. 906929 1— 30.0 30' Right -of -Way Per Reception No. 37488 ound No. 5 Rebar & 1.25" Orange Plastic Cap L.S. No. 36572 Flush with the Ground (Typ) N 89°20'45" E i —ao \ ,, x Edge of Dirt Road CTypa 7/ / /i Septic Lid-® / \ Water Spigot PTYP.) • cr istern Lid 681:77 —7G +he., ,oca. —� � lel Corrugat= r Metal Pipe K. ll b+ I I � / s 30.0 / 1 1 /1 `, \,\\ \ \‘ , bShedletal - i l i \ Container ri Propose20 x 40' - ' a \ k Garage' 1\ 11 ,f 30' Public Semite Company of Colorado Easement Per Reception No. 910274 30' Domestic waterline Easement Per Reception No. 918347 Proposed Septic Layout S 89°19'59" W Found No. 5 Rebar & 1.25" Orange Plastic Cap L.S. No. 36572 Flush with the Ground Elev=5751.0' S00°15'51"W 60 GRAPHIC SCALE 60 120 440 ( IN FEET ) 1 inch = 60 ft. Property Description A Parcel of Land being the NW 1/ASW 1/4NW 1/4, l/LC Section 36, Township 5 South, Range 92 West -'Also Know As Tract 24 Antlers Orchard Development County of Garfield, State of Colorado- Notes: olorado. c Noi ss: 1) This property is subject to Reservations, Restrictions, Covenants, Setbacks and Easements of Record, or in place. This survey was prepared without the benefit of a Title Commitment therefore, Exceptions to title that may affect the subject property have not been researched by Drake Consulting, Inc. 2) The Date of this Survey was August 28, 2020. 3) Basis of Bearings for this survey is a bearing of N89°20'45"E between the Northwest Corner of Tract 24, a Found No. 5 Rebar & 2.5" Alumn. Cap L.S. No. 13501 Flush with Ground Marked North 1/16 Section 35 & 36 found in place and the Northeast Corner of Tract 24, Found No. 5 Rebar & Orange 1.25" Plastic Cap L.S. No. 36572. 4) Units of measure for all dimensions shown hereon is U.S. Survey Feet. 5) This survey is based on The Antlers Orchard Development Company's Plat No. 1, Recorded September 18, 1908 as Reception No. 37488, Special Warranty Deed Recorded May 14, 2020 as Reception No. 935398 Recorded in the Garfield County Clerk and Recorder's Office, and Corners found in place. 6) Elevations are based on the Southeast Corner of Tract 24, a Found No. 5 Rebar & 1.25" Orange Plastic Cap L.S. No. 36572 Flush with Ground, Elevation 5751.0' as shown. Contour intervals are I foot. 7) This property is zoned Rural, Building Setbacks are a Follows: Front Setback 25' Side Setback 10' Rear Setback 25' Building Setbacks should be verified with the county prior to any construction. Survey Statement I, Travis J Kaiser, Do Hereby State that this Site Plan was prepared by Drake Consulting, Inc. For Beth Douglas Ryan & Stephanie Rose. I further state that the Improvements on the above described parcel on this date, August 28, 2020 except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated. and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I further state this Survey was prepared without the benefit of a Title Commitment, therefore, any exceptions that may affect the subject property have not been researched by Drake Consulting, Inc. Travis J. Kaiser, Colorado P.L.S. No. 38294 For, and on Behalf of Drake Consulting, Inc. Drake Consulting, Inc. Land Surveying Phone 970-987-1389 Fax 970-360-1001 www. DrakeC onsulting. C O Drawn By: TJK NO. Date Revision By Checked By: TJK Date: October 13, 2020 Computer File: cad/20/40/40.dwg Beth Douglas 831 County Road 237, Silt Colorado Tract 24 Antlers Orchard Dev. Site Plan NW1/4SW1/4NW1/4 Sec. 36, T5S, R92W Project NO. 20040 1 of 1