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Home My WebLink About20241436.tiffVicinity Map J 18th St I) C REST CD stii263 I I I it Pr U p U 411 Ej KT, US 34 BUS i 71111 I E C St et E 16th St "."1 CIS op SITE 1— r _ 17TH E STREET ay 34 nal:1j km -r E 18th St 13 w I L ricsr 0 CFA 62 sass> cgt, C ,1 J E 1i 8th St _ 1 F 62 try O'4 efftie I E 18th St r41/2. gcr ce Ci kPa GIL knit O newt thi Aerial _ 6 I - II SITE I. G {� I - T ♦ � IVy 1 - �i ` `T . \ �` { • , III rt ��-mss a l . fl r [Resubdivision Plat aterrrr.•aawK^ 7i...1E E L(GE.NO M I• I• 4 IT-LI T CT- I It I" .1- LT• rl ■ r - c - • r -c- mel L- 1 - L C F - E- IM - E IF a Fr r_ E L- 7 - L • t r — It -4r . II ■ C-CKTu■ III r -lur t i II ! I-EI -LI rUe CtUC a- u I R LI ■I r • 1r1 C_ N Arp Icy IG 1x a I 1 M L r1. -1 .CN— - -- . 4r 1 vN'—.j ' Il'LY ,. •• _ • CAW r ._ sr. . I. l.%•[. t Or 44G ra +ICF-?'14iCtlEeivnp• 89.¢179 4 LOT2 h t163,t5Lsaq.lr.. • t taaaa sari C1 Cr ._ C— r -L I • L _-, ��y __ltS _ YS Aty�• ■� Ltr ■ Hwy263 0 F. • r. 'E?+I E r - - E I_• n - Lai {C - E - Orange indicates the ROW to be vacated. carve i-0, %.tom L L U LM T EIT F ET I L tWtYilal■4Y melttaanknsellilliaTAILsilsavt Ii11dil��Oh7 r -444 - T rTIT r c- m -L I - L aP Cl •C. t Li • .art.• z 'I'�r—v'�.[- L .. C Lalt%)D Mir t r -J- A ✓AM' - to- ? tI 44r.r N IC MNtM RESUBDIVISION N BEING A REPLAT OF LOT B , LLA23111111111111111� 0010 SITUATE IN THE WEST HALF OF SECTION 3 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH P . M . , COUNTY OF WELD , STATE OF COLORADO __ __ N89 °43' 51 " W 19 . 82 ' __ __ - - 589 °43'51 " E 1319 . 82' PROPERTY DESCRIPTION RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: / 659 . 91 ' 659 . 91 ' NORTHWEST CORNER WEST 1 /16TH CORNER NORTH QUARTER CORNER Weld County has some of the most abundant mineral resources , including, but not limited to, sand and gravel, SECTION 3, T. 5N , R . 65W, W- W 1 /64TH CORNER SECTION SECTION 3, T. 5N , R . 65W, SECTION 3 T. 5N , R . 65W /1 \ 7 3, T. 5N. R. 65W oil, natural gas, and coal. Under title 34 of the Colorado Revised Statutes , minerals are vital resources because (a) the w FOUND #6 REBAR WITH30"OF FOUND #4 REBAR IN A parcel of land being part of Lot Line Adjustment LLA23 -0010 recorded September 14 , 2023 as SET #6 REBAR WITH FOUND #6 REBAR WITH 3. 25' State's commercial mineral deposits are essential to the State's economy; (b) the populous counties of the state face a 3. 25" ALUMINUM CAP LS 3. 25" ALUMINUM CAP LS 38469 MONUMENT BOX P p pALUMINUM CAP LS 37067 reception number 4920587 of the Weld County Clerk and recorder, situate in the West Half (W 1 /2) critical shortage of such deposits ; and (c) such deposits should be extracted according to a rational plan, calculated to 38213 ( 2021 ) IN MONUMENT BOX REPLACED WITH 30" OF ( 2017) of Section Three ( S3 ) , Township Five North (T . 5N), Range Sixty- five West (R. 65W) of the 6th avoid waste of such deposits and cause the least practicable disruption of the ecology and quality of life of the citizens #6 REBAR WITH 3. 25 Principal Meridian (6th P .M. Weld Count Colorado , being more particularly described as of the populous counties of the state . ALUMINUM CAP LS 38469 p ) � Y> p p I follows ; Mineral resource locations are widespread throughout the County and people moving into these areas must N recognize the various impacts associated with this development. Often times , mineral resource sites are fixed to their rn geographical and geophysical locations . Moreover, these resources are protected property rights and mineral owners SITE \� \b N should be afforded the opportunity to extract the mineral resource. oD Lots B , Lot Line Adjustment LLA23 -0010 , Weld County, Colorado . w rb 00 (D 4' Said parcel contains Square 3 ,708 , 714 Feet or 85 . 140 Acres more or less ( I )) by this survey. I s\�\� '� o Z WELD COUNTY'S RIGHT TO FARM STATEMENT : Z Weld County is one of the most productive agricultural counties in the United States, typically ranking in the top ten counties in the country in total market value of agricultural products sold. The rural areas of Weld County may be open and spacious, but they are intensively used for agriculture . Persons moving into a rural area must recognize and accept there are drawbacks, including conflicts with long- standing agricultural practices and a lower level of C- W- NW 1 /64TH CORNER SECTION 3. T. 5N. R. 65W PROPERTY OWNERS CERTIFICATE : services than in town . Along with the drawbacks come the incentives which attract urban dwellers to relocate to rural in " NORTH 1 /64TH CORNER SET 30 OF #6 REBAR WITH NW 1 /16TH CORNER C- N 1 /16TH CORNER n Cj areas: open views, spaciousness, wildlife, lack of city noise and congestion, and the rural atmosphere and way of life . i j I SECTION 3, T. 5N, R. 65W 3. 25" ALUMINUM CAP LS SECTION 3, T. 5N, R. 65W SECTION 3. T. 5N. R. 65W • aZ (CALCULATED POSITION) 35469 (CALCULATED POSITION) (CALCULATED POSITION) We (I) , the undersigned, being the sole owner(s) in fee of the above described property, do hereby subdivide the same Without neighboring farms, those features which attract urban dwellers to rural Weld County would quickly be gone N N a as shown on the attached map . We (I) understand this property is located in the A (Agricultural) Zone District and is forever. m also intended to provide areas for the conduct of other uses by right, accessory uses and Uses By Special Review III L� Agricultural users of the land should not be expected to change their long-established agricultural practices to VICINITY MAP N89 51 38 E 659 . 41 N89 51 38 E 659 . 41 N89 51 38 E 1318. 82 O accommodate the intrusions of urban users into a rural area. Well-run agricultural activities will generate off-site SCALE : 1 " = 3000' in U) impacts, including noise from tractors and equipment; slow-moving farm vehicles on rural roads ; dust from animal N I pens , field work, harvest and gravel roads ; odor from animal confinement, silage and manure; smoke from ditch 0 LO N o Z 00 GREELEY-WELD COUNTY AIRPORT (I)burning; flies and mosquitoes ; hunting and trapping activities ; shooting sports, legal hazing of nuisance wildlife; and I 00 Sunset Industrial LLC, 00 N the use of pesticides and fertilizers in the fields , including the use of aerial spraying. It is common practice for I� Chris Leone, Managing Partner agricultural producers to utilize an accumulation of agricultural machinery and supplies to assist in their agricultural w operations . A concentration of miscellaneous agricultural materials often produces a visual disparity between rural and k \t ' 1- urban areas of the County. Section 35-3 . 5- 102 , C . R. S . , provides that an agricultural operation shall not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance employs methods or practices that are PARCEL HISTORY 0 k? `5 0 � �� NOTARIAL CERTIFICATE commonly or reasonably associated with agriculturalproduction . I ^\k^�� 0 '�\ O� ;� g LOT LINE ADJUSTMENT- LLA23 -0010 STATE OF COLORADO) Water has been, and continues to be, the lifeline for the agricultural community. It is unrealistic to assume that Parcel B I q,^ �G \`1'^ N ss ditches and reservoirs may simply be moved "out of the way" of residential development. When moving to the �\ g COUNTY OF WELD) County, property owners and residents must realize they cannot take water from irrigation ditches, lakes, or other Reception Grantor Grantee Date L1 3 L4 �5 L6 4 ) The foregoing instrument was acknowledged before me by as structures, unless they have an adjudicated right to the water. Number L2 L this day of , 20 Weld County covers a land area of approximately four thousand (4,000) square miles in size (twice the size of 4920587 9/14/2023 Sunset Industrial, Sunset Industrial, N CENTER QUARTER CORNER rn o0 Witness my Hand and Official Seal . the State of Delaware) with more than three thousand seven hundred (3 ,700) miles of State and County roads outside LLC LLC I SECTION 3, T. 5N , R . 65W, of municipalities . The sheer magnitude of the area to be served stretches available resources. Law enforcement is w LOT 2 FOUND #6 REBAR WITH 3. 25 My commission expires : Fairmeadows Sunset Industrial, I o, ALUMINUM CAP LS 4392 ( 1999 ) p based on responses to complaints more than on patrols of the County, and the distances which must be traveled may 4849186 8/17/2022 Liquidation Trust LLC 863 , 695 SQ . FT.Yn 49 delay all emergency responses, including law enforcement, ambulance, and fire . Fire protection is usually provided by C- W- W 1 /64TH CORNER to C- W 1 /16TH CORNER 1 9 . 828 ACRES SECTION 3, T. 5N, R. 65W N SECTION 3, T. 5N, R. 65W volunteers who must leave their jobs and families to respond to emergencies . County gravel roads, no matter how Fairmeadows Fairmeadows " o30" 2220565 7/ 19/1990 SET 30 OF #6 REBAR WITH O SET OF #6 REBAR WITH O often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities Land Company Liquidation Trust 3. 25" ALUMINUM CAP LS 38469 z 3. 25" ALUMINUM CAP mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Services LS 38469 in rural areas, in many cases, will not be equivalent to municipal services . Rural dwellers must, by necessity, be more Fairmeadows Fairmeadows N89 °27' 05" E 658. 95' N89 °27' 05" E 658. 95 N89 °27' 05" E 1317. 89 ' � �� DEPARTMENT OF PLANNING SERVICES-ADMINISTRATIVE REVIEW CERTIFICATE OF APPROVAL : 2020917 8/15/1985 self-sufficient than urban dwellers . Land Company Liquidation Trust d This Lot Line Ad•ustment lat is acce ted and a roved b the De artment of Plannin Services for filin People are exposed to different hazards in the County than in an urban or suburban setting. Farm equipment Fairmeadows WEST QUARTER CORNER I� 1 J p p pp Y p g g 1904266 Decree of Court 9/20 1982 and oil field equipment, onds and irrigation ditches, electricalpower for pumps and centerpivot operations , high Land Company / SECTION 3, T. 5N , R . 65W N p g p p g p y I 3. 25" FOUND #6 REBAR WITH speed traffic, sand burs, puncture vines, territorial farm dogs and livestock, and open burning present real threats . I ALUMINUM CAP LS 38213 ControllingControlling children's activities is important, not only for their safety, but also for the protection of the farmer's ( 2021 ) L12 livelihood. 10 Director, Department of P annmg Services N NOTARIAL CERTIFICATE IN �� O) CURVE TABLE LINE TABLE N p�^ UTILI TY SERVICE PROVIDER CERTIFICATE I øS '` P� W N °�° STATE OF COLORADO) CURVE DELTA RADIUS LENGTH BEARING CHORD LINE LENGTH BEARING ,` 0in 6) Ss Cl 6°0806" 5649.58' 604.93' S85°24'00"E 604.64' L1 641 .28' S89° 16' 52"E �^ �jG `ot O i O We, the undersigned, being the Utility Service Provider of the above described property, do hereby agree to �h �\ 5 L, OT 1 0) C2 0°36'40" 5624.58' 60.00' S82°0137"E 60.00' COUNTY OF WELD) L2 61 .90' S76° 02' 52"E �\ N r� provide utility service to the subdivided lands, the same as shown on the attached plat. N O 2 , 845 , 0 1 9 SQ . FT. v The foregoing instrument was acknowledged before me this day of 20 C3 0°27'30" 5625.00' 45.00' S81 °58'13"E 45.00' L3 119.60' N76° 56' 08"E _ O00 C4 1 °38'31 " 5649.58' 161 .89' S80°26'30 'E 161 .89' L4 176.90' S88° 35' 52"E z 65 3 1 3 ACRES Witness my Hand and Official Seal . C5 6°08'30" 5689.58' 609.89' S85°24'12"E 609.60' L5 47.90' N61 ° 07' 08"E N My commission expires : Century Link Communications Comcast Cable C6 1 °07'52" 5689.58' 112.32' S81 °46'01 "E 112.31 ' L6 75.00' S88° 08' 52"E W Q "r C7 1 °34'50" 5689.58' 156.96' S80°24'40"E 156.96' L7 87.90' $61 ° 11 ' 52"E C8 0°03'40" 5649.58' 6.03' S81 °13'56"E 6.03' L8 178.00' SDD° 04' 52"E CV 1 ` \ W SOUTH 1 /16TH CORNER C- W- SW 1 /64TH CORNER N SECTION 3, T. 5N, R.65W SW 1 /16TH CORNER C- S 1 /1682 CORNER O C9 1 °34'51 " 5649.58' 155.86' S80°24'40"E 155.86' L9 290.00' $61 ° 44' 52"E 0 SECTION 3 T. 5N R. 65W •' SECTION 3, T. 5N, R. 65W SECTION 3, T.5N, R. 65W O Lj Poudre Valley REA Xcel Energy O SET 30 OF #6 REBAR WITHU) Z t , (CALCULATED POSITION POSITION (CALCULATED POSITION) N C10 7°14'44" 212.00' 26.81 ' ND4°05'07"E 26.79' L10 54.30' S03° 41 ' 08"W ) 3. 25" ALUMINUM CAP LS 38469 (CALCULATED ) CO N BOARD OF COUNTY COMMISSIONERS CERTIFICATE OF APPROVAL : C11 8°15'24° 988.00' 142.38' NO3°34'47"E 142.26' L] 1 425.00' $61 ° 26' 52"E _ N8912 ' 00" E 1316 . 49' C12 80151241 1012.00' 145.84' S03 3x47 W 145.71 ' L12 224.20 S44 05 48"E ' N89 -12' 00" E 658. 24' N89 °12700" E 658. 24' This Re-Subdivision plat is approved by the Board of County Commissioners of Weld County, State of Colorado . ° Witness my hand and the corporate seal of Weld County this day of , 20 City of Greeley Public Works City of Greeley Water & Sewer C13 8 0847 5oD.00 7, .09 N , a , 949E 7, .03 u3 z5.00 N07 ao 03 E _ 72 . 79 C14 74°51 '03" 174.00' 227.31 ' N47°4057E 211 .49' L14 24.62' S08° 48' 35"W _o O C15 52°22'25" 25.00' 22.85' N58°5516"E 22.06' L15 40.00' N08° 48' 13"E N79 •37. M 0 C16 71 °4933" 25.00' 31 .34' S49°11 '42"W 29.33' L16 40.00' S07° 40' 03"W 5 "w 1 12 L14 C3 C2 rn 2 89 ' C17 74°51 '03" 150.00' 195.96' S47°40'57"W 182.32' L17 24.36' N79° 37' 15"W Chair, Board of County Commissioners C�LVY CANAL — C4 L13 C18 8°08'47" 524.00' 74.50' S14°19'49"W 74.44' L18 24.00' N89° 27' 05"E I C1 ATTEST : C19 7°14'44" 188.00' 23.77' SO4°05'07"W 23.76' �y/GyW TITLE COMMITMENT NOTE 1 - BTHST?EET/3 Weld County Clerk to the Board I E- For all information regarding easements, rights-of-way and title of records , Majestic Surveying, LLC k^ "�' \k^ to — — — relied upon Title Commitment Number ABC25196986, dated March 24, 2022, as prepared by Land J� J� N ` ( J� r° \k ^ By. Title Guarantee Company to delineate the aforesaid information. This survey does not constitute a title L EGE/ Y L./ N in Deputy Clerk to the Board Date: search by Majestic Surveying, LLC to determine ownership or easements of record. k �"� �r' J FOUND ALIQUOT CORNER AS DESCRIBED EDGE OF ASPHALT I � N l<, N o; SET ALIQUOT MONUMENT AS DESCRIBED BOUNDARY LINE o 0 0D NOTICE 0 CALCULATED POSITION - - - - - - - EASEMENT LINE According to Colorado law you must commence any legal action based upon any defect in this survey ■ FOUND #4 REBAR RIGHT OF WAY LINE SOUTH QUARTER CORNER SURVEYOR'S CERTIFICATE SOUTHWEST CORNER SECTION 20.00' WITNESS CORNER SECTION 3, T. 5N , R . 65W, within three years after you first discover such defect. In no event may any action based upon any FOUND #4 REBAR WITH YELLOW — — SECTION LINE 3, T. 5N , R . 65W, FOUND #6 W- W 1 /64TH CORNER ., defect in this survey be commenced more than tenyears from the date of the certification shown hereon. PLASTIC CAP LS 7242 SECTION 3. T. 5N, R. 65W WEST 1 /16TH CORNER SECTION FOUND #6 REBAR WITH 3. 25 REBAR WITH 3. 25" ALUMINUM # 3. T. 5N, R.65W ALUMINUM CAP LS 37971 SET 30" OF 6 REBAR WITH 1, Steven A. Syring, a Colorado Licensed Professional Land Surveyor in the State of Colorado do hereby certify that the ( 13 -80- 105 C .R. S . 2012) INTERIOR ALIQUOT LINE CAP LS 4392 SET 30"OF #6 REBAR WITH ❑ FOUND 4 REBAR WITH ORANGE I 3. 25 ALUMINUM CAP LS 2017 survey represented by thisplat was made under my personal supervision, and that thisplat is an accurate representation # 3. 25" ALUMINUM CAP LS 38469 ( ) p p p PLASTIC CAP LS 38469 - CENTERLINE ( 1999 ) 38469 thereof. I further certify that the survey and this plat complies with all applicable rules, regulations and laws of the State of Colorado, State Board of Registration for Professional Engineers and Professional Land Surveyors and Weld County. • SET 24" OF #4 REBAR WITH PARCEL LINE _ - - - 1315. 10' ORANGE PLASTIC CAP LS 38469 657. 55' 657. 55' O�PDO LICFN S88`56 ' 53" W 2630. 21 ' FLOODPLAIN v� •PND R EGy. <c Q sue•: :•" ZRL69 z : BASIS OF BEARINGS AND LINEAL UNIT DEFINITION , PROJECT NO: 2022151 PROJECT NAME: E . 8TH STREET REVISIONS: DATE: • Assuming the East line of the Northwest Quarter of Section 3 , Township 5 North, Range 65 West of the 6th P.M. \• •\. • Q� � �j \ DATE: 12 - 21 - 2023 CLIENT: J - 2 `ssi ••••. • • • .•••' J monumented as shown on this drawing, as bearing North 00°31 ' 17" East, being a Grid Bearing of the Colorado State ' '4L LANDS Plane, North Zone, North American Datum 1983/2011 , a distance of 2 ,535 . 74 feet and with all other bearings / I I contained herein relative thereto . DRAWN BY: MAR FILE NAME: 2O22151SUB Steve A. Syring - On Behalf of Majestic Surveying, LLC MAJ EST I C SURVEYING Colorado Licensed Professional Land Surveyor #38469 The lineal dimensions as contained herein are based upon the "U . S . Survey Foot" . CHECKED BY: SAS SCALE : 1 " = 300 ' SHEET 1 OF 3 steves m @Q majesticsurveyg . com MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550 RESUBDIVISION X BEING A REPLAT OF LOT B , LLA23 � 0010 SITUATE IN THE WEST HALF OF SECTION 3 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH P . M . , COUNTY OF WELD , STATE OF COLORADO N I I 622BUSSAVENUE S88 °08 ' 52 " E 75 . 00 ' I I OWNER.' GREELEY--WELD COUNTYA/RPORTAUTHOR/TY N76 °56 ' 0 " E 119 . 60 ' N61 °07 ' 08 " E 47 . 90 ' FOUND #4 REBAR I I S61 °11 ' 52 " E 87 . 90 ' S76 °02 ' 52 " E 61 . 90 ' S88 ° 35 ' 52 " E 176 . 90 ' S89 ° 16 ' 52 " E 641 . 28 ' FOUND #4 REBAR FOUND #4 REBAR WITH YELLOW I Li z PLASTIC CAP ILLEGIBLE I Of O NC O � m 06 i� O O Q W I O 0] (N 0 70 140 I I LEGEND Feet I I 0 SCALE : 1 " = 70' PARCEL NO. 0967030000057 N REC. N0. 2577786 FOUND ALIQUOT CORNER AS DESCRIBED �� EDGE OF ASPHALT N o(/) FOUND #4 REBAR N 622 BLISS A VENUE SET ALIQUOT MONUMENT AS DESCRIBED BOUNDARY LINE OWNER.' GREELEY-WELD I\ w COUNTYA/RPORTAUTHOR/TY CALCULATED POSITION - - EASEMENT LINE 1� OT N I I 622 BUSS A VENUE ■ FOUND #4 REBAR RIGHT OF WAY LINE N I I OWNER: GREELEY-WELD LLJ • FOUND #4 REBAR WITH YELLOW - - SECTION LINE o 863 , 695 SQ . FT . COUNTYA/RPORTAUTHOR/TY PLASTIC CAP LS 7242 Z 19 . 828 ACRES 7 L7 INTERIOR ALIQUOT LINE F ❑ FOUND #4 REBAR WITH ORANGE 29 CD PLASTIC CAP LS 38469 - CENTERLINE OO o I I • SET 24" OF #4 REBAR WITH PARCEL LINE O I I z ORANGE PLASTIC CAP LS 38469 FLOODPLAIN I I S03 °41 ' 08 " W 54 . 30 ' I I I I C-W 1 /16TH CORNER CENTER QUARTER CORNER I I SECTION 3, T.5N, R.65W APPARENT 60 ' RO`Y SECTION 3, T. 5N , R . 65W, SET 30" OF #6 REBAR WITH PER MAP OF UN/ON COLONY 7`36 FOUND #6 REBAR WITH 3. 25" C-W-W 1 /64TH CORNER 3.25" ALUMINUM CAP LS 38469 09 ' SECTION 3, T.5N, R.65W BOOK 2, PAGE 4/ - - ALUMINUM CAP LS 4392 ( 1999 ) SET 30"OF #6 REBAR WITH _ - - - - - - - - - - 3.25" ALUMINUM CAP LS 38469 t S6 ° N89 °27' 05" E 1317. 89 ' 60 ' R/GHT OF MI N89 °27' 05" E 658. 95' _ 66 ' R/GHT OF 4YAY VACATED MTH TH/S PLAT ^ ' F • VACATED Iy/TH TH/S PLAT - - - PD ) 288 96 O = I N89 °27' 05" E 255. 00' w N 'o O N O Ui ro qt O O N N89 °27' 05" E 330. 22' O 21 Z N 78. 49 ' L1B 227. 72 ' » S77°29 ' F, 1 ' WITNESS D8 CORNER V6 20 ' P/PEL/NE EASEMENT �° Imo° N853 64S7_67_ — — — — — — �� 5 SS3O / _ � 6 9p34 S89 °25' 16 " E 494, 84' � . REC. NO. .3//939/ - - - - - - - - - _ , � _ - - - - - - - S85V6291y 413. 48 622 BUSS A VENUE A REC. NO. 2085991 24 ' ACCESS r zJ G1h / � EASEMENT___ ASEMENT H � / �/ / 1� FOUND #4REBAR 50TEMPORARY / / CONSTRUCTION EASEMENT I / / I REC. NO. J//9391 I / / / / J � � � / / / / / 20 I I hl I ` CURVE TABLE I I ' I CURVE DELTA RADIUS LENGTH BEARING CHORD I I NI I Cl 6°08'06" 5649.58' 604.93' S85°24'00 'E 604.64' 24 ' ACCESS I I I I \ C2 0°36'40" 5624.58' 60.00' S82°01 '37"E 60.00' I EASEMENT / WI ,V N I I C3 0°27'30" 5625.00' 45.00' S81 °58'13"E 45.00' I I I ph C4 1 °38'31 " 5649.58' 161 .89' S80°26'30"E 161 .89' N N I I \ I C5 6°08'30" 5689.58' 609.89' S85°24'12"E 609.60' • N I I C6 1 °07'52" 5689.58' 112.32' S81 °46'01 "E 112.31 ' I I I C7 1 °34'50" 5689.58' 156.96' S80°24'40"E 156.96' > � I I IIi I / C8 0°03'40" 5649.58' 6.03' S81 °13'56"E 6.03' I M SLU / LOT C9 1 °34'51 " 5649.58' 155.86' S80°24'40"E 155.86' O I I C10 7°14'44" 212.00' 26.81 ' N04005'07"E 26.79' O I I / / V io I cn I I / / 2 , 845 , 019 SQ . FT . C C11 8°15'24" 988.00' 142.38' NO3°3447E 142.26' N I I / / M 65 . 313 ACRES C12 8°15'24" 1012.00' 145.84' S03°34'47"W 145.71 ' 0 I O I I / / C13 8°08'47" 500.00' 71 .09' N14°19'49"E 71 .03' C14 74°5103" 174.00' 227.31 ' N47°40'57"E 211 .49' 60 ' ROW I / // APPARENT 60 ROIY PER I / C15 52°22'25" 25.00' 22.85' N58°55'16"E 22.06' MAP OF UN/ON COLONY BOOK 2, PAGE 4/I I `V / / N C16 71 °49'33" 25.00' 31 .34' S49°11 '42"W 29.33' O � / ON C17 74°51 '03" 150.00' 195.96' S47°40'57"W 182.32' I I / C18 8°08'47" 524.00' 74.50' S14°19'49"W 74.44' I I / C19 7°14'44" 188.00' 23.77' SO4°05'07"W 23.76' I I .c / / � / / .� I / \ / /hh II / N. of I / /;� l kU0 LICFN rn N I //�� oo:�PNpREssFo -0 : W 38469 z : _ LINE TABLE LINE TABLE LINE TABLE o ° : LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING PROJECT NO: 2022151 PROJECT NAME: E . 8TH STREET REVISIONS: DATE: �� ••• •� J \ L1 641 .28' S89° 16' 52"E L7 87.90' $610 11 ' 52"E L13 25.00' S07° 40' 03"W �\ ' NOTICE ioNq L LAND2' L2 61 .90' S76° 02' 52"E L8 178.00' Soo° 04' 52"E L14 24.62' S08° 48' 35"W / DATE: 12 - 21 - 2O23 CLIENT: J - 2 L3 116.90 S86° 36 08"E L9 290.00' S 41' 52"E L15 40.00' N08° 48' 13"E / _ ,.,, According to Colorado law you must commence any legal action based upon any L4 176.90' ssa° 35' 52"E L10 54.30' S03° a, ' os"w L16 40.00' so7° 40' 03"w DRAWN BY: MAR FILE NAME: 2O22151SUB defect in this survey within three years after you first discover such defect. In no Steve A. Syring - On Behalf of Majestic Surveying, LLC L5 47.901 N61 ° 07' 08"E L11 425.00' $61 ° 26' 52"E L17 24.361 N79° 37' 15"W event may any action based upon any defect in this survey be commenced more than Colorado Licensed Professional Land Surveyor #38469 " MAC EST I C S U RV EY I N G ten years from the date of the certification shown hereon. ( 13 -80- 105 C .R. S . 2012) steves@majesticsurveying . com L6 75.00 S88 08 5z E u2 224.20 S4a 05 4s E us 24.00 N89 27 05 E — MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550 CHECKED BY: SAS SCALE : 1 - 7O SHEET 2 OF 3 RESU BDIVISION BEING A REPLAT OF LOT B , LLA2311111111111111111� 0010 SITUATE IN THE WEST HALF OF SECTION 3 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH P . M . , COUNTY OF WELD , STATE OF COLORADO i Io � i I / / / . I I & / / NI I / / / / I / / �N LEGEND NI / � Co I I I / / � FOUND ALIQUOT CORNER AS DESCRIBED EDGE OF ASPHALT CURVE TABLE °N° I SET ALIQUOT MONUMENT AS DESCRIBED BOUNDARY LINE CURVE DELTA RADIUS LENGTH BEARING CHORD 4 I / Cl 6°08'06" 5649.58' 604.93' S85°24'00"E 604.64' / Q CALCULATED POSITION - - - - - - - EASEMENT LINE C2 0°36'40" 5624.58' 60.00' S82 01 37„E 60.00' I I ■ FOUND #4 REBAR RIGHT OF WAY LINE C3 0°27'30" 5625.00' 45.00' S81 °58'13"E 45.00' I / FOUND #4 REBAR WITH YELLOW - - SECTION LINE C4 1 °38'31 " 5649.58' 161 .89' S80°26'30"E 161 .89' PLASTIC CAP LS 7242 C5 6°08'30" 5689.58' 609.89' S85°24'12"E 609.60' / INTERIOR ALIQUOT LINE .30 ' R/GHT OF l-Y,4Y I / O FOUND #4 REBAR WITH ORANGE C6 1 °07'52" 5689.58' 112.32' S81 °4601E 112.31 ' VACATED WTH TH/S PLAT / PLASTIC CAP LS 38469 - CENTERLINE C7 1 °34'50" 5689.58' 156.96' S80°24'40"E 156.96' C8 0°03'40" 5649.58' 6.03' S81 °13'56"E 6.03' PARCEL NO. 0961030000051 I / • SET 24" OF #4 REBAR WITH PARCEL LINE REC. NO. 2577786 / ORANGE PLASTIC CAP LS 38469 I C9 1 °34'51 " 5649.58' 155.86' S80°24'40 'E 155.86' FLOODPLAIN C10 7°14'44" 212.00' 26.81 ' N04°05'07"E 26.79' I / 0 70 140 C11 8°15'24" 988.00' 142.38' NO3°34'47"E 142.26' LOTS I I I I Feet RECORDED EXEMPT/ON I I \ C12 8°15'24" 1012.00' 145.84' S03°34'47"W 145.71 ' 'V SCALE : 1 " = 70' C13 8°08'47" 500.00' 71 .09' N14°19'49"E 71 .03' NO. 0969-3-4-RE532 I I ' C14 74°51 '03" 174.00' 227.31 ' N47°40'57 'E 211 .49' I REC. NO. 9884439 I � I � C15 52°22'25" 25.00' 22.85' N58°55'16 'E 22.06' I C16 71 °49'33" 25.00' 31 .34' S49°11 '42"W 29.33' I C17 74°51 '03" 150.00' 195.96 S47°40 57 W 182.32' C18 8°08'47" 524.00' 74.50' S14°19'49"W 74.44' C19 7°14'44" 188.00' 23.77' SO4°05'07"W 23.76' (� I I I O) wI I N LCD a 4I I ° of z LOT 1 Imo---I EASEMENT 28459019 SQ . FT . I 65 . 313 ACRES ^ II d to I � I � to IoC- S 1 /16TH CORNER ' SECTION 3, T. 5N, R. 65W SW 1 /16TH CORNER APPARENT 60 ROK� PER SECTION 3, T. 5N, R.65W MAP OF UN/ON COLONY (CALCULATED POSITION) (CALCULATED POSITION) BOOK 2, PACE 41 N I C- W- SW 1 /64TH SECTION 3, TSNCORNER R. 65W SET 30"OF #6 REBAR WITH I I (p 3. 25" ALUMINUM CAP LS 38469 f N N89 °12' 00" E 1316 . 49 ' 60 ' R/GHT OF *AY N89 °12' 00" E 658. 24' 60 ' R/GHT OF WAY VACATED kffTH TH/S PLAT VACATED 11%TH TH/S PLAT M o O a) V) 40 ' ACCESS EASEMENT I % I REC. NO. 2052274 - - L - 2OJ _ `° APPARENT 60 ' RO01 I SO FI'CLUS//i UTLITYEAS E PER MAP OF UN/ON COLONY 120 ' Row BOOK 2, PAGE 41 SEC. ��NT 40. 61 ' /,,EC hT_O 93AY o 4R OW — NO, 96 ri REC. NO 852726 — 38. 64 3715 w M' I OGILVY CAN — — — — — _ NOT 1122. 89 ° qL N 40 ' ACCESS PERM/T Zr REC— REC. Na 203.002 LOT 6 37' A 1 I - _ 5 w 1115. 90 ' 23 RECLA p010 15. 07' - - - - NO `1920587 .30 ' R/GHT OF MY VACATED WITH TN/S PLAT - �O E I CLUS//iE- - - 65 ' OG/L VI D/TCHUT��TyE_ASEhj�N7- L 14 C3 REC. NO. 2704749 — — — �'FC NO st88O0 sg — C4 C2 - - 1 /E BTiyfl- o EE j — L 13 G8 VALVEE CONTRACT REC. TNO. 2798192 N N�TAP — _ — — ART I PREVIOUS ROW LINE LOT 9 C6 N ,Q/Gh,/ Cl RE 0961 - 3- 4- RE532 ANDERSEN MINOR - - - - - - _ _ REC. NQ 5. 01 REC. NO, 1884439 SUBD/lV/S/ON CENTERLINE HIGHWAY 263 - - - - - - LOTA COLORADO DEPARTMENT OF - CS REC NO 4920587 -NOT A PART- 0 32. 32' REC. NO. 3483996 "' - - - - - - LLA23--0010 cv _ TRANSPORTATION PROJECT S 0032( 1 ) — — — — ( 1959 ) — — — O I o — f LOTS _ — = 8°51 ' 13" — — — — _ _ _ _ — — — — 40 ' Row 75 ROWY o REC. NO. 852726 — — — — I- 2. 67 AMENDED RECORDED EXEMPT/ON ChB " W ' 0961-03-3-A MRE336 — AGREEMENT DOCUMENT — REC. Na 1884439 Ch L= 878. 30 REC. NO. 2032999 N REC. NO. 2704749 ate, R = 5689 . 58' 40. 01 ' 0 N L= 879 . 17' __O 0 z O — — L OTA 65 ' OG/L VK D/TCH AMENDED RECORDED EXEMPT/ON REC. NO. 2704749 Ito I 2074 EAST8THSTREET 0961-03-3-A/frtRE336 — _ 000 OWNER- BUSS INVESTMENTS LL C REC. NO. 2704749 L OTB — — — _ _ _ Rp D 0 L lGF AMENDED RECORDED EXEMPT/ON — — — O tis 0951-03-3-A MRE3JÔ' coo p.NO RE'., REC. NO. 2704749 N:' . sue.; I c.ON 38469 0 0 LINE TABLE LINE TABLE LINE TABLE • PROJECT NO: 2022151 PROJECT NAME: E . 8TH STREET REVISIONS: DATE: NOTICE � •• • � / LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING \ / \•\•/•\ ACS••^•• ••'• L1 641 .28' S89° 16' 52"E L7 87.90' $61 ° 11 ' 52"E L13 25.00' S07° 40' 03"W •�. •\ q L LAND L2 61 .90' S76° 02' 52"E L8 178.00' S00° 04' 52"E L14 24.62' S08° 48' 35"W / �j \ DATE: 12 - 21 - 2023 CLIENT: J - 2 According to Colorado law you must commence any legal action \ based upon any defect in this sur... ...... .... ..... .... ... .... . . . . . . . ey within three years after you first L3 119.60 N76 56 08 E L9 290.00 $61 44 52 E L15 40.00 N08 48 13 E <.. discover such defect. In no event may any action based upon any _ L4 176.90' S88° 35' 52"E L10 54.30' S03° 41 ' 08"w L16 40.00' S07° 40' 03"w / \ I L DRAWN BY: MAK FILE NAME: 2O22151SUB p Steve A. Syrmg On Behalf of Majestic Surveymg, LLC L5 47.90' N61 ° 07' 08"E L11 425.00' $61 ° 26' 52"E L17 24.36' N79° 37' 15"W defect in this survey be commenced more than ten years from the date Colorado Licensed Professional Land Surveyor #38469 MAJESTIC U RV EY I N G of the certification shown hereon. ( 13 -80- 105 C .R. S . 2012) steves@majesticsurveying . com L6 75.00' S88° 08' 52"E L12 224.20' s44° 05' 48"E L18 24.00' N89° 27' 05"E CHECKED BY: SAS SCALE : 1 " = 70 ' SHEET 3 OF 3 MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550 Hello