Loading...
1073TRACT 44 PLATTED SURVEY MONUMENT 2.5" USGLO ON 1" PIPE FOUND SURVEY MONUMENT N89 °58'51 "E 810.70' FOUND SURVEY MONUMENT 3.25" ALUMINUM CAP FLUSH 2.5" USGLO ON 1" PIPE LAND SURVEY PLAT NORTH QUARTER CORNER STAMPED PROPERLY FOR SECTION 9 STAMPED PROPERLY LS 19598 - 2014 AP4 TRACT 44 - 1919 GENERAL LAND OF'F'ICE LOT 21 T4S R86W- 1919 ACCEPTED FROM HCE LSP BEARS N00'00'45 "E, 2264.16' �i SECTION CTION �./ Q T4S R86 W w o ANDERSON CAMP OF THE 6TH PRINCIPAL MERIDIAN ANDERSON CAMP LO i� GLO LOT [ 8 4 BOOK 293 PAGE 01 1 oOK 293 PAGE o o � o TRACT 44 COUNTY OF EAGLE, STATE OF COLORADO GLO \ Lo�r 17 OT 1 SET SURVEY MONUMENT N 5" ALUMINUM CAP ON No.6 REBAR LS 37902 2017 SET SURVEY MONUMENT PLATTED SURVEY MONUMENT BASIS OF BEARINGS POINT OF 3.25" ALUMINUM CAP ON No.6 2.5" USGLO ON 1" PIPE N89 °57'52 "W . — COMMENCEMENT S89 S89.57'52 "E 416.03 REBAR LS 37902 - 2017 S89 °57'52 "E 1833.99' — — — STAMPED PROPERLY FOR — 1/4 SEC. 9 & 10 2638.49' FOUND SURVEY MONUMENT 394.41' � T4S R86W- 1919 FOUND SURVEY MONUMENT 3.25" ALUMINUM CAP ON 1" POINT OF ARCEL 1 SURVEYOR'S NOTES: ACCEPTED FROM HCE LSP WEST QUARTER CORNER PIPE STAMPED PROPERLY FOR BEGINNING ACRES N6834 -C) SURVEYED LEGAL DESCRIPTION AND SURVEY VERIFIED 1.5" ALUMINUM IOCAP STAMPED CENTER 19598 SECTION 000 9 - All 110 1) The purpose of this Land Survey Plat is to subdivide out a portion "LS11204 1/4 CORNER" w to I�j of Lot 21, according to the Supplemental Plat, Sheet 2 Group 54, of A Parcel of land situate in, and being a potion of, Government lot 21, ON No. 5 REBAR O �p O 446 SET SURVEY MONUMENT 3.25 ALUMINUM CAP ON No.6 Section 9, Township 4 South, Range 86 West, of the Sixth Principal Section 9, Townshi 4 South Range 86 West of the Sixth Principal p g . p ,8, REBAR LS 37902 - 2017 Meridian, approved by U.S. Surveyor General's Office November 8, Meridian, County of Eagle, State of Colorado, according to the 0 1923, creating Parcel 1, as shown hereon. Supplemental Plat, Sheet 2 Group 54, of said Section 9, Township 4 Aq F qp o� South, Range 86 West, of the Sixth Principal Meridian, approved by x NT Fqs� Ty 9ccFs ANDERSON CAMP 2) Survey Date: June, 2017. U.S. Surveyor General's Office November 8,1923, and being more x WIRE FENCE " Mf vv4 Sao BOOK 293 PAGE O 1 1 particularly described as follows; x 3) Basis of Bearing: N 89 °5752" W between found survey X q TRACT 44 monuments marking the Center Quarter Corner and the West Quarter Commencing at the Center Section Corner of said Section 9 from corner of Section 9, Township 4 South, Range 86 West, of the Sixth �RF Principal Meridian, as shown and described hereon. which the West Quarter corner of said Section 9 bears, and with all UTILITY F�N�F POLE bearings contained herein being based upon, N89 °57'52 "W, 2638.49 (TYPICAL) 4) The Supplemental Plat, Sheet 2 Group 54, of Section 9, Township 4 feet; thence upon said Center Section Line S89 °57'52 "E, 394.41 feet to South, Range 86 West, of the Sixth Principal Meridian, approved by the Point of Beginning; thence upon said Center Section Line UNMAINTAINED IRRIGATION U.S. Surveyor General's Office November 8,1923 along with the High S89 057152 "E, 416.03 feet to the 4 -5 Line of Tract 44, according to said DITCH k Country Engineering Land Survey Plat (HCE LSP) as filed in the Supplemental Plat; thence upon said 4 -5 Line S00 °03'10 "W, 163.00 Eagle County Survey Plat Depository, Page 971, and dated July 31, feet; thence departing said 4 -5 Line N68 °34'01 "W, 446.78 feet to the 2014, were used for Legal Description and Boundary information. .0 Point of g Be innin O g N •- 5) Street Address: 7175 Colorado River Road. ( Not Verified) Containing 0.78 Acres more or less o I o 6) This survey was performed without the aid of a title commitment Fri / f or Policy. G LO co LOT 21 LO 7) This Land Survey Plat was prepared for the exclusive use of Scott r Stuart, and is valid only if print has original seal and signature of surveyor. 8) Lineal Units of the U.S. Survey Foot were used herein. w N 110 W ;O SURVEYOR'S CERTIFICATE 0 I, Theodore J. Archibeque a Licensed Professional Land Surveyor in the State of o o Colorado, hereby certify that this Land Survey Plat was done by me or under my Z responsible charge, and that it was performed using the standard care and practice used in the area at the time of the survey, and is based upon the my o knowledge, information and belief . This certification is not a guarantee or warranty, either expressed or implied. The Notes hereon are a part of this certification. / COUNTY SURVEYOR'S CERTIFICATE / . U • •••': p De osited this day of , 20 , at M in Book I of the i Y Eagle County Surveyor's Land Survey Plats /Rights -of -Way Surveys at Page Jf••• �;�°l • 0 L0`1 Reception Number u PORTER PARCEL. ••.., 5 /1, •, County Surveyor 3 RECEPTION NO 5. LL . 7833 SET SURVEY MONUMENT Theodore J. Archibeque, PLS 37902 3.25" ALUMINUM CAP ON No.6 Professional Land Surveyor CALCULATED SOUTH SIXTEENTH REBAR STAMPED PROPERLY FOR C -S 1/16 SEC.9 State of Colorado CORNER SECTION 9 AND 10 LS 37902 - 2017 S89'57'28"W 809.51' SET SURVEY MONUMENT N89 °57 28 E 1836.40' BASED UPON HCE LSP 3.25" ALUMINUM CAP ON N0.6 REBAR LS 37902 - 2017 C,4 rn PLATTED SURVEY MONUMENT v w 2.5" USGLO ON 2" PIPE �t 00 STAMPED PROPERLY FOR rn o NN O F UTILITY POLE (TYPICAL) p FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP oNO SOUTHEAST CORNER SEC. 9 T4S R86W- 1919 ACCEPTED FROM HCE LSP OF �pQ� ON REBAR LS 28036 (I� Gp• - LAND SURVEY PLAT FOUND SURVEY MONUMENT GENERAL LAND OFFICE LOT 21 , SECTION 9, T4S, PLATTED 2" ALUMINUM CAP FLUSH R86 W OF THE 6TH P.M. SOUTH QUARTER CORNER SECTION 9 T4S R86W STAMPED PROPERLY FOR AP5 TRACT 44 MC Archibeque Land Consulting, Ltd COUNTY OF EAGLE, STATE OF COLORADO BASED UPON SINGLE A CC PORTIONA M METHOD ACCEPTED FROM HCE LSP LS 28036 - 2002 Professional Land Surveying & Mapping — 100 0 50 100 g DRAWN BY: T �C� JOB NUMBER: 17140 DRAWING NAME: 200 400 1V1J 17140_ GLO -21.dw NOTICE: According t0 Colorado IoW you must commence any legal 115 Broadway - P.O. Box 3893 SHEET 1 of 1 06 -29 -2017 TJA DATE: CHECKED BY: action based upon any defect in this survey within three years after you Eagle, Colorado 81631 © Copyright 2017 AD I ARCHIBEGUE LAND CONSULTING, Ltd. I All rights reserved, including all Trademarks & Copyrights and all other intellectual property rights in the contents hereof & all land surveys, certificates and /or related documents created, drafted, first discovered such defect. In no event may any action based upon ' 970 328 6020 Office 970 328 6021 Fax 1 INCH scribed or stamped by this firm. The certificates, maps, plats, surveys, exhibits and any other contents herein are not to be copied, — 100 FEET broadcast, barters published, in posted, or inyed, incorporated, stared express scanned into transmitted, unless an defect in this survey be commenced Y Y more than ten ears from the Y written permissioinvof the sole author, who otherwise denoted, Theodore Jacob Archibeque. Unauthorized dU duplication, transfer to another art or future use b an individual or 9 P party, Y Y } date of certification shown hereon. ■/1 M INFO @PROLAN DSURVEY. -■ M firm who is, or is not certified to herein is strictly prohibited and is an infringement of Notional and International Copyright laws. I (CSR) Colorado Statutory Certification (Board Rule 6.2.2) Contents herein: i) have been performed by the professional land surveyor or VOA the professional land surveyor in responsible charge 0) Are based upon the professional land surveyor's knowledge, information and belief iii) Are in accordance with applicable standards of practice iv) Are not a guaranty or warranty, either expressed or implied