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Home My WebLink About20212866.tiffhn Scanga Town of Severance Re: Solar Annexation Weld RE -9 School District Highland Schools 210 W. First Street P.O. Box 1390 Ault, Colorado 80610 (970) 834-1345 Members of the Severance Town Board, October 26, 2021 RECEIVED N0V 0 8 2021 WELD TY COMMISSIONERS N The purpose of this document is to voice our opposition to the solar annexation project that is being proposed. The proposal from the Town of Severance and 174 Power Global involves annexing approximately 1,400 acres of land into the town of Severance, a good portion of which lies in the Weld Re -9 school district. While we have several concerns, below are three prominent reasons for our opposition. 1. The annexation will result in the loss of a significant amount of agricultural land that will now be used to produce electricity that will be exported out of Weld county with no direct benefit to the people of Severance, Weld County or our school district. 2. The annexation prohibits growth for our school district. Once the solar plant is in place, this property will no longer be available for residential development that would result in additional students in our school district. 3. At the end of life for the solar plant, our district will be left with a complex situation in which future development will result in families that reside within the town limits of Severance and within the boundaries of Weld Re -9 School District. This will undoubtedly deprive our school district of student numbers and Weld Re -4 of the direct revenue for those student households, a lose -lose situation for both districts. In conclusion, most all of our communities are managing population growth and have income opportunities available. However, we believe in this situation the drawbacks outweigh the income. Our preference is that your annexation plans are restrained to your hool district, not ours. If you have questions or would like further conversation, do L7T; sitate to contact us. •P President Robert D. Ring Jr. / Superintendent Cc: Weld Re -9 Board of Education Members Pub I :c Re v: er.�) CC:soots), PL(TP), cM(-rP/RT/'rP),Pa(ER/cH/EP), RSR(DK/3&),GIS(&) 20.21- 2.g66 11/1(/,21 S�EANCt September 30, 2021 RE: 2021 BHS Solar Annexation and Zoning To Whom It May Concern: RECEIVED OCT 0 4 2021 WELD COUNTY COMMISSIONERS Per C.R.S. 31-12-108(2), the purpose of this letter is to orovide a copy of the published notice, together with a copy of the resolution, and petition for annexation, as filed, to he Board o` County Commissioners, the County Attorney, and any Special Districts within the proposed area to be annexed. Within this packet you will find the following items: • Petition for Annexation • Resolution Finding Petition for Annexation to be in Substantial Compliance • Public Notice Published in the Greeley Tribune • Annexation Maps • Vicinity Map If you have any questions, you may contact Abdul Barzak at abarzak@townofseverance.org or Mitch Nelson at mnelson@townofseverance.ora. Both are available by phone at 970-686-1218 Cordially, TOWN OF SEVERANCE Abdul Barzak Title: Town Planner Pc/bit Re//;et 3 S. Timber Ridge ParKway, Severance, Co 970.686.1218 cc: So(Rs),PL.CTP),cP"&rP/AT/TP), PoCER/CN/En AsRCDk/T61, 6.13(s‘) to /it/21 2021-2866 17, POWER GLOBAL 2021 BHS Solar Annexation Section 2.3 Petition for Annexation The undersigned (collectively, the "Petitioners", and each, a "Petitioner"), in accordance with the Municipal Annexation Act of 1965 as set forth in Article 12, Title 31, Colorado Revised Statues, as amended and as in effect on the submission date set forth below ("Annexation Act"), hereby petition ("Petition") the Board of Trustees of the Town of Severance, Colorado ("Town Board"), to annex to the Town of Severance ("Town") the unincorporated territory located in the County of Weld, State of Colorado, which properties are more particularly described in Exhibit A attached hereto and incorporated herein by reference ("Property"). In support of this Petition, each Petitioner alleges that to Petitioner's knowledge, information and belief: 1. It isdesirable and necessary that the Property be annexed to the Town. 2. Petitioners comprise one hundred percent (100%) of the landowners in the Property owning one hundred percent (100%) of the Property, excluding public streets and alleys and any land owned by the Town. 3. The requirements of C.R.S. §§ 31-12-104 and 31-12-105, as amended, including not less than one -sixth of the perimeter of the area proposed to be annexed is contiguous with the Town, exist or have been met. 4. The proposed annexation of the Property complies with Section 30(1)(b) of Article II of the Colorado Constitution. 5. The legal description of the land owned by Petitioners is set forth on Exhibit B, attached hereto and incorporated herein by this reference. 6. This Petition is accompanied by four prints of an annexation map containing, among other things, the following information: a. A written legal description of the boundaries of the area proposed to be annexed; b. A map showing the boundary of the area proposed to be annexed; c. Within the annexation boundary map, a showing of the location of each ownership tract of unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; and d. Next to the boundary of the Property, a drawing of the contiguous boundary of the annexing municipality abutting the Property. There is no other municipality abutting the Property. 7. In connection with the processing of this Petition, Petitioners request that the Town: a. Approve annexation of the Property; b. Institute zoning approval processes for the Property as Rural Residential Agricultural in accordance with Section 31-12-115 of the Annexation Act and Chapter 16 of the Municipal Code of the Town; and c. Approve and execute an annexation agreement ("Annexation Agreement") which establishes vested property rights for the Property for an agreed upon term greater 1 74 POWER GLOBAL 2021 BHS Solar Annexation than three years pursuant to Article 68, Title 24, Colorado Revised Statutes, and otherwise establishes the development plan for the Property. 8. Petitioners have filed this Petition subject to the following conditions: a. Concurrently with its approval of annexation of the Property, that the Town Board: (i) approves Rural Residential Agricultural zoning for those portions of the Property which are not public right-of-way; and (ii) approves and authorizes execution of the Annexation Agreement. b. Petitioners hereby reserve the sole, exclusive and unilateral right to withdraw this Petition by so notifying the Town Clerk in writing at any point prior to the time of the Town Board's adoption of an ordinance annexing the Property. c. Prior to expiration of the period described in the foregoing subparagraph (b) without Petitioners having withdrawn the Petition, neither Petitioners nor the Town shall cause or permit the occurrence of the conditions to effectiveness of the annexation as set forth in C.R.S. 31-12-113(2)(b) of the Annexation Act. 9. Upon the annexation of the Property becoming effective, and subject to the conditions set forth in this Petition and to be set forth in the Annexation Agreement, the Property shall become subject to all ordinances, resolutions, rules and regulations of the Town, except as otherwise set forth in the Annexation Agreement, and except for general property taxes of the Town, which shall become effective on January 1 of the next succeeding year following adoption of the annexation ordinance(s). 10. Except for terms and conditions of this Petition and of the Annexation Agreement, which terms and conditions Petitioners expressly approve and which therefore do not constitute an imposition of additional terms and conditions within the meaning of Sections 31-12-107(4) and 31-12-112 of the Annexation Act, Petitioners request that no additional terms and conditions be imposed upon annexation of the Property to the Town. Therefore, Petitioners request that the Board of the Town of Severance, Colorado, complete and approve the annexation of the Property pursuant to the provisions of the Municipal Annexation Act of 1965, as amended. Respectfully submitted this _ day of , 2021. 174 POWER.. �I'^ GiOBAL 2021 BHS Solar Annexation Signatures of Petitioners: SPABS, LLC Name: -4-042o2-L3 KP-a4;ti Mailing Address: 4100 E Mississippi Ave. Suite 500, Glendale, CO 80246-3053 Resident of the Property? No STATE OF COLORADO SS. COUNTY OF 4r he forgoing instrument was acknowledged before me this /3 day of .dp.-2.„2021, by Witness my hand and official seal Notary Public Commission Expires: g3712 -`2y BLAKE AMEN Notary Public State of Colorado Notary ID #20204027916 My Commission Expires 08-12-2024 174 POWER GLOBAL 2021 BHS Solar Annexation ENERPLUS RESOURCES (USA) CORPORATION Name: Nathan Fisher Title: VP - US Business Unit Signature: Date: September 20, 2021 Mailing Address: 950 17th St. Suite 2200, Denver, CO 80202-2805 Resident of the Property? No STATE OF COLORADO SS. COUNTY OF 1DC4W ) The forgoing instrument was acknowledged before me this day of Stt4111f12021, by (V/a,++.CLYI F ilbleve.r. Witness my hand and official seal N� a Publi C• ission keP C Expires: 1 ' 2O2;5 JACQUELINE K JOHNSON NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20114000384 MY COMMISSION EXPIRES JANUARY 10, 2023 POWER 1 74 GLOBAL 2021 BHS Solar Annexation BERRADO /HOLDINGS, LLC �t1[ Name: rtrcine.. 4. &ward Title: M Signature: Date: ft/// /1. 0 / Mailing Address: 6200 W 10TH ST, Greeley, CO 806349754 Resident of the Property? No J/ 7+N ! The forgoing instrument was acknowledged before me thisday of STATE OF COLORADO SS. COUNTY OF 4 by Tlye forgoin instrument was ac nowledged before me this /f day of Se1'9 2021, Witness my hand and official seal ct_a_to eod Notary Public Commission Expires: /' . / ` c`0 ALLISON RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20114072584 MY. COMMISSION EXPIRES NOV. 14, 2023 174 2021 BHS Solar Annexation TERRY W. RAMSEY AND JENNIFER L. BERG-RAMSEY Name: €..V)fi j (iU P_ a rrs,6X.3 Signature: / �--' Date: /Cb- a 1 Name: Der L- Signatur Date: t i gin., 12_O24 Mailing Address: 41750 County Road 23, Ault, CO 80610-9760 Resident of the Property? No The forgoing instrument was acknowledged before me this day of , 2021, by TERRY W. RAMSEY. STATE OF COLORADO COUNTY OF 1/J(l1C ) SS. The forgoing instrument was acknowledged before me this/ day of �.—Ep1 i4'er 2021, by TERRY W. RAMSEY. Witness,p,y hand and official seal Notary Pubic Commission Expires: 01 c13— o 2 3 STATE OF COLORADO COUNTY OF 0e) ) SS. ) SHIRLEY JO LEWIS NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20194036448 My Commission Expires September23, 2023 The forgoing instrument was acknowledged before me this /to_ day of;crle r,Iae(, 2021, by JENNIFER. BERG-RAMSE WitnJmy hand an Notary Public' Commission Expires: 09- 023`20 SHIRLEY JO LEWIS NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20194036448 My Commission Expires September 23, 2023 "2,1 \ 2021 BHS Solar Annexation DRAKE CARLETON PARTNERSHIP MPName: �- r.'"� Gr 6) CA wi Title: 6, e e rt f1 r '►1 { ` Signature: A4_ Date: 67- f y Z/" Mailing Address: 10010 HIGHWAY 14, AULT, CO 80610 Resident of the Property? No STATE OF COLORADO } } SS. COUNTY OF I } The forgoing instrument was acknowledged before me this - day of �_, 2021, by Witness my hand and official seal Notary Public Commission Expires: OS PAULETTE D. MARTIN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20124028195 MY COMMISSION EXPIRES 08/28/2024 174 4 POWER GLOBAL 2021 BHS Solar Annexation Exhibit A TO PETITION FOR ANNEXATION Legal Description of the Annexation Property See attached. Legal Description Annexation Boundary 1 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN BASTING OF 3169802.61'; THENCE N00° 16'01 "W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N11°20'07"E 149.95' TO A POINT ON THE EAST LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE Si1 °44'23 "E 150.03' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE S89°35'49"W 30.00' ALONG THE NORTH LINE OF THE SW 1/4 OF SAID SECTION 10 TO THE WEST 1/4 CORNER OF SAID SECTION 10; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE POINT OF BEGINNING. CONTAINS 0.101 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 2 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN BASTING OF 3169802.61'; THENCE N00° 16'01 "W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N02°05' 15"E 749.78' TO A POINT ON THE EAST LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE S02°29'54"E 749.87' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N11°44'23"W 150.03' TO A POINT ON THE WEST LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE S11°20'07"W 149.95' TO THE POINT OF BEGINNING. CONTAINS 0.415 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 3 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N00°15'11"E 2653.23' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE N00°40'43"E 1095.87' TO A POINT ON THE EAST LINE OF THE SE 1/4 OF SECTION 4, T7N, R67W; THENCE S00°14'18"E 1095.75' TO A POINT ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 3, T7N, R67W; THENCE S00°39'50"E 2653.30' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N02°29'54"W 749.87' TO A POINT ON THE WEST LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE S02°05'15"W 749.78' TO THE POINT OF BEGINNING. CONTAINS 2.066 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 4 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN BASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N00°01'25"E 2653.23' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE N00°23'24"E 2725.66' TO A POINT ON THE NORTH LINE OF THE SE 1/4 OF SECTION 4, T7N, R67W; THENCE N00°17'43"E 1814.03'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 698.89', HAVING A CHORD BEARING OF N65°57'24"W AND A CHORD DISTANCE OF 356.34', HAVING A CENTRAL ANGLE OF 29°32'20" AND AN ARC LENGTH OF 360.31'; THENCE N51 ° 11' 14"W 275.50'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 326.88', HAVING A CHORD BEARING OF N21°38'20"W AND A CHORD DISTANCE OF 308.11', HAVING A CENTRAL ANGLE OF 56°14'11" AND AN ARC LENGTH OF 320.84'; THENCE N06°28'46"E 323.32' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; THENCE N12°08'28"E 1126.72'; THENCE IN A NORTHEASTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N26°21'03"E AND A CHORD DISTANCE OF 380.24', HAVING A CENTRAL ANGLE OF 27°19'18" AND AN ARC LENGTH OF 383.87'; THENCE IN A NORTHERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF N19°44'26"E AND A CHORD DISTANCE OF 550.88', HAVING A CENTRAL ANGLE OF 40°32'32" AND AN ARC LENGTH OF 562.55'; THENCE N00°47'51"W 694.78' TO A POINT ON THE NORTH LINE OF THE SE 1/4 OF SECTION 33, T8N, R67W; THENCE N00°06'35"W 2635.05' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 33; THENCE N89°01'47"E 5.00' ALONG THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 33 TO THE NE CORNER OF SAID SECTION 33; THENCE S89°49'13"E 5.00' ALONG THE NORTH LINE OF THE NW 1/4 OF SECTION 34, T8N, R67W; THENCE S00°06'35"E 2635.03' TO A POINT ON THE SOUTH LINE OF THE NW 1/4 OF SAID SECTION 34; THENCE S00°47'51 "E 694.75'; THENCE IN A SOUTHERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S02°31'57"W AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06°07'46" AND AN ARC LENGTH OF 86.12' TO A POINT ON THE WEST LINE OF THE SW 1/4 OF SAID SECTION 34; THENCE IN A SOUTHWESTERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S22°48'16"W AND A CHORD DISTANCE OF 476.29', HAVING A CENTRAL ANGLE OF 34°24'52" AND AN ARC LENGTH OF 483.53'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF S26°21'10"W AND A CHORD DISTANCE OF 375.48', HAVING A CENTRAL ANGLE OF 27°19'06" AND AN ARC LENGTH OF 379.06'; THENCE S12°08'46"W 1124.19' TO A POINT ON THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 33; THENCE S06°29'49"W 324.82'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 316.88', HAVING A CHORD BEARING OF S21°37'39"E AND A CHORD DISTANCE OF 298.58', HAVING A CENTRAL ANGLE OF 56°12'50" AND AN ARC LENGTH OF 310.90'; THENCE S51°11'14"E 275.38'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF $66°06'02"E AND A CHORD DISTANCE OF 354.58', HAVING A CENTRAL ANGLE OF 29°49'35" AND AN ARC LENGTH OF 358.61' TO A POINT ON THE EAST LINE OF LOT 1 OF SAID SECTION 4; THENCE IN A EASTERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF S81°13'24"E AND A CHORD DISTANCE OF 5.04', HAVING A CENTRAL ANGLE OF 00°25'08" AND AN ARC LENGTH OF 5.04'; THENCE S00°06'11"E 1822.47' TO A POINT ON THE SOUTH LINE OF THE NW 1/4 OF SECTION 3, T7N, R67W; THENCE S00°03'02"W 2725.63' TO A POINT ON THE SOUTH LINE OF THE SW 1/4 OF SAID SECTION 3; THENCE S00°26'05"E 2653.24' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N00°39'50"W 2653.30' TO A POINT ON THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE N00°14'18"W 1095.75' TO A POINT ON THE WEST LINE OF THE SW 1/4 OF SAID SECTION 3; THENCE S00°40'43"W 1095.87' TO A POINT ON THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 4; THENCE S00°15'11"W 2653.23' TO THE POINT OF BEGINNING. CONTAINS 4.560 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. 2021 BHS SOLAR ANNEXATION BOUNDARY 5 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 9 TO THE E1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE TRUE POINT OF BEGINNING. THENCE ALONG THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 THE FOLLOWING THIRTEEN COURSES (13): 1) N00°12'20"W 2653.28' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 9 TO A POINT ON THE NORTH LINE OF THE NE1/4 OF SAID SECTION 9; 2) N00°13'13"E 2725.82' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SECTION 4, T7N, R67W TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 4; 3) N00°05'46"E 1793.22' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 4; 4) ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 642.82', HAVING A CHORD BEARING OF N65°07'44"W AND A CHORD DISTANCE OF 349.21 HAVING A CENTRAL ANGLE OF 31°31'18" AND AN ARC LENGTH OF 353.65'; 5) N51°11'14"W 11' 14"W 274.08'; 6) ALONG A TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 338.20', HAVING A CHORD BEARING OF N21°40'03"W AND A CHORD DISTANCE OF 333.28', HAVING A CENTRAL ANGLE OF 59°02'23" AND AN ARC LENGTH OF 348.49'; 7) N06°28'46"E 318.88' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; 8) S88°04'38"W 32.42' ALONG THE NORTH LINE OF LOT 1 OF SAID SECTION 4; 9) N12°41'30"E 1141.25'; 10) ALONG A TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 850.00', HAVING A CHORD BEARING OF N26°21'07"E AND A CHORD DISTANCE OF 401.48', HAVING A CENTRAL ANGLE OF 27°19'13" AND AN ARC LENGTH OF 405.30'; 11) ALONG A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 750.00', HAVING A CHORD BEARING OF N19°36'26"E AND A CHORD DISTANCE OF 522.97', HAVING A CENTRAL ANGLE OF 40°48'34" AND AN ARC LENGTH OF 534.19' TO A POINT 50' WEST OF THE EAST LINE OF THE SE1/4 OF SECTION 33, T8N, R67W; 12) N00°47'53"W 691.44' PARALLEL AND 50' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 33 TO A POINT ON THE NORTH LINE OF THE SE1/4 OF SAID SECTION 33; 13) N00°05'30"W 2664.57' PARALLEL AND 50' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 33 TO A POINT ON THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 88 IN SECTION 28, T8N, R67W; THENCE N89°01'47"E 19.52' ALONG THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 88 TO THE INTERSECTION WITH THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N00°34'21 "E 2599.57' ALONG THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 TO A POINT ON THE NORTH LINE OF THE SE1/4 OF SAID SECTION 28; THENCE N89°14'15"E 30.01' ALONG THE NORTH LINE OF THE SE1/4 OF SAID SECTION 28 TO THE E1/4 CORNER OF SAID SECTION 28; THENCE N89°49'52"E 2634.84' ALONG THE NORTH LINE OF THE SW1/4 OF SECTION 27, T8N, R67W TO THE C1/4 CORNER OF SAID SECTION 27; THENCE N00°48'46"E 526.03' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; THENCE S77°30'53"E 112.53'; THENCE N86°29'07"E 120.20'; THENCE S84°30'53"E 106.52'; THENCE S74°30'53"E 105.99'; THENCE $64°30'53"E 108.62'; THENCE S59°30'53"E 930.00'; THENCE $60°50'49"E 398.50'; THENCE $64°50'49"E 1018.49' TO A POINT ON THE EAST LINE OF THE SE1/4 OF SAID SECTION 27; THENCE N00°49'49"E 109.74' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27; THENCE N64°50'49"W 969.80'; THENCE N60°50'49"W 393.85'; THENCE N59°30'53"W 933.21; THENCE N64°30'53"W 121.74'; THENCE N74°30'53"W 123.49'; THENCE N84°30'53"W 123.14'; THENCE S86°29'07"W 114.02'; THENCE N77°30'53 "W 108.20'; THENCE N69°53'35"W 11.34' TO A POINT ON THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; THENCE N00°48'46"E 2015.62' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE N1/4 CORNER OF SAID SECTION 27; THENCE NO2°45'10"E 30.18' ALONG THE WEST LINE OF THE SE1/4 OF SECTION 22, T8N, R67W TO A POINT ON THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 90; THENCE N89°28'38"E 2626.46' ALONG THE NORTH RIGHT- OF-WAY OF WELD COUNTY ROAD 90 TO A POINT ON THE WEST LINE OF THE SW1/4 OF SECTION 23, T8N, R67W; THENCE NO3°05'46"E 2609.79' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 23 TO THE W1/4 CORNER OF SAID SECTION 23;THENCE NO3°05'46"E 2639.85' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23; THENCE N00°30'47"E 2640.21' ALONG THE WEST LINE OF THE SW1/4 OF SECTION 14, T8N, R67W TO THE W1/4 CORNER OF SAID SECTION 14; THENCE N89°16'54"E 2565.55' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 14 TO THE C1/4 CORNER OF SAID SECTION 14; THENCE S00°17'03"W 2650.69' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE S1/4 CORNER OF SAID SECTION 14; THENCE N89°31'39"E 2546.15' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE WEST RIGHT-OF-WAY OF A ROAD EASEMENT, BEING 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23; THENCE S01°39'50"W 2661.86' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE EAST 1/4 CORNER OF SAID SECTION 23; THENCE S01°39'47"W 2661.83' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE S01°02'23"W 30.00' TO A POINT IN THE NE1/4 OF SECTION 26, T8N, R67W AND ON THE SOUTH RIGHT-OF-WAY OF WELD COUNTY ROAD 90; THENCE N89°55'35"W 2611.34' PARALLEL AND 30' SOUTH OF THE NORTH LINE OF THE NE1/4 OF SAID SECTION 26 TO A POINT ON THE WEST LINE OF THE NE1/4 OF SAID SECTION 26, BEING 30' SOUTH OF THE N1/4 CORNER OF SAID SECTION 26; THENCE N89°55'28"W 2641.07' PARALLEL AND 30' SOUTH OF THE THE NORTH LINE OF THE NW1/4 OF SAID SECTION 26 TO A POINT ON THE WEST LINE OF THE NW1/4 OF SAID SECTION 26; THENCE S00°50'14"W 2631.66' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 26 TO THE W1/4 CORNER OF SAID SECTION 26; THENCE S00°49'48"W 2556.42' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE N89°43'52"E 971.37'; THENCE N00° 14'56"W 1260.00'; THENCE N89°43'52"E 1686.18' TO A POINT ON THE EAST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE S00°56'36"W 1365.30' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 26 TO THE S1/4 CORNER OF SAID SECTION 26; THENCE N89°45'05"E 2631.62' ALONG THE NORTH LINE OF THE NE1/4 OF SECTION 35, T8N, R67W TO THE NORTHEAST CORNER OF SAID SECTION 35; THENCE S00°16'24"W 2711.14' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 35 TO THE E1/4 CORNER OF SAID SECTION 35; THENCE S00°16'17"W 2711.26' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 35 TO THE SOUTHEAST CORNER OF SAID SECTION 35; THENCE N89°11'40"W 2609.91' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 35 TO THE S1/4 CORNER OF SAID SECTION 35; THENCE S00°29'18"E 2669.97' ALONG THE EAST LINE OF THE E1/2NW 1/4 OF SECTION 2, T7N, R67W TO THE C1/4 CORNER OF SAID SECTION 2; THENCE S89°45'45"W 1091.30' ALONG THE SOUTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE NORTHEAST CORNER OF LOT C OF RECORDED EXEMPTION NO. 0705-02-3 RE -2945 RECORDED MARCH 26, 2001 AT RECEPTION NO. 2834816 AND CORRECTION AFFIDAVIT RECORDED JUNE 4, 2001 AT RECEPTION NO. 2854222 THENCE ALONG THE EAST LINE OF SAID LOT C THE FOLLOWING ELEVEN (11) COURSES: 1) S28°19'44"E 94.37'; 2) S24°51'51 "E 82.28'; 3) S21°54'02"E 69.25'; 4) S13°23'45"E 93.56'; 5) S11°50'40"W 56.51'; 6) S31°21'36"W 156.71; 7) N57°01'06"W 466.54'; 8) S09°58'17"E 708.76'; 9) S31°27'39"E 122.55; 10) S09°15'25"W 293.14'; 11) S15°15'05"E 272.58'; THENCE S01 °28'50"W 487.42' TO A BLUE PLASTIC CAP FOUND ON THE BOUNDARY OF SAID LOT C; THENCE S89°26'30"W 120.83' ALONG THE BOUNDARY OF SAID LOT C TO A BLUE PLASTIC CAP MARKED LS11848; THENCE N09°57'47"W 251.50'; THENCE N01°12'10"W 396.67; THENCE N14°38'54"W 1336.90'; THENCE N80°11'57"W 156.62'; THENCE S59°46'48"W 437.35'; THENCE S54°40'54"W 366.01' TO A POINT ON THE EAST RIGHT-OF-WAY OF A ROAD EASEMENT, BEING 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 2; THENCE N00°10'28"W 552.50' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 2; THENCE N00°10'58"W 2717.11' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 2; THENCE N00°11'37"W 2662.60' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW 1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 35, BEING 30' EAST OF THE W1/4 CORNER OF SAID SECTION 35; THENCE N00°11'18"W 2663.01' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35; THENCE S89°48'42"W 30.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE NORTHWEST CORNER OF SAID SECTION 35; THENCE N89°49'25"W 2623.77' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 27 TO THE S1/4 CORNER OF SAID SECTION 27; THENCE N89°49'13"W 2593.58' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 27 TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 19, BEING 30' EAST OF THE SOUTHWEST CORNER OF SAID SECTION 27; THENCE ALONG THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 THE FOLLOWING SIXTEEN COURSES (16): 1) S00°06'35"E 2635.16' PARALLEL AND 30 EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 34 TO A POINT ON THE SOUTH LINE OF THE NW1/4 OF SAID SECTION 34; 2) S00°47'51"E 977.73' PARALLEL AND 30 EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 34; 3) S89°12'09"W 30.00' TO A POINT ON THE WEST LINE OF THE SW1/4 OF SAID SECTION 34; 4) ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 850.00', HAVING A CHORD BEARING OF S29°28'59"W AND A CHORD DISTANCE OF 310.64', HAVING A CENTRAL ANGLE OF 21°03'28" AND AN ARC LENGTH OF 312.40'; 5) ALONG A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 750.00', HAVING A CHORD BEARING OF S26°21'07"W AND A CHORD DISTANCE OF 354.24', HAVING A CENTRAL ANGLE OF 27°19'13" AND AN ARC LENGTH OF 357.62'; 6) S12°41'30"W 1115.17' TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 33; 7) S88°04'38"W 10.27' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 33; 8) S06°28'46"W 328.49'; 9) ALONG A NON -TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 278.20', HAVING A CHORD BEARING OF S21°35'49"E AND A CHORD DISTANCE OF 274.75', HAVING A CENTRAL ANGLE OF 59°10'50" AND AN ARC LENGTH OF 287.35'; 10) S51°11'14"E 275.05'; 11) ALONG A NON -TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 582.82', HAVING A CHORD BEARING OF $64°36'53"E AND A CHORD DISTANCE OF 308.33', HAVING A CENTRAL ANGLE OF 30°40'34" AND AN ARC LENGTH OF 312.04'; 12) S89°54'14"E 30.00' TO A POINT ON THE EAST LINE OF LOT 1 OF SAID SECTION 4; 13) S89°54'14"E 30.00'; 14) S00°05'46"W 1854.20' TO A POINT ON THE SOUTH LINE OF THE NW1/4 OF SECTION 3, T7N, R67W; 15) S00°13'13"W 2725.50' TO A POINT ON THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 3; 16) S00°12'20"E 2653.22' TO A POINT OF THE SOUTH LINE OF THE NW1/4 OF SECTION 10, T7N, R67W; THENCE N00°26'05"W 2653.24' TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 10; THENCE N00°03'02"E 2725.63' TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 3; THENCE N00°06'11"W 1822.47'; THENCE N81°13'24"W 13'24"W 5.04' TO A POINT ON THE WEST LINE OF THE NW 1/4 OF SAID SECTION 3; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF N66°06'02"W AND A CHORD DISTANCE OF 354.58', HAVING A CENTRAL ANGLE OF 29°49'35" AND AN ARC LENGTH OF 358.61'; THENCE N51°11'14"W 275.38'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 316.88', HAVING A CHORD BEARING OF N21°37'39"W AND A CHORD DISTANCE OF 298.58', HAVING A CENTRAL ANGLE OF 56°12'50" AND AN ARC LENGTH OF 310.90'; THENCE N06°29'49"E 324.82' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; THENCE N12°08'46"E 1124.19'; THENCE IN A NORTHEASTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF N26°21'10"E AND A CHORD DISTANCE OF 375.48', HAVING A CENTRAL ANGLE OF 27°19'06" AND AN ARC LENGTH OF 379.06'; THENCE IN A NORTHEASTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N22°48'16"E AND A CHORD DISTANCE OF 476.29', HAVING A CENTRAL ANGLE OF 34°24'52" AND AN ARC LENGTH OF 483.53' TO A POINT ON THE EAST LINE OF THE SE1/4 OF SAID SECTION 33; THENCE IN A NORTHERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N02°3 1'57"E AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06°07'46" AND AN ARC LENGTH OF 86.12'; THENCE N00°47'51 "W 694.75' TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 34; THENCE N00°06'35"W 2635.03' TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 34; THENCE N89°49'13"W 5.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 34 TO THE NORTHWEST CORNER OF SAID SECTION 34; THENCE S89°01'47"W 5.00' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 33; THENCE S00°06'35"E 2635.05' TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 33; THENCE S00°47'51 "E 687.38'; THENCE IN A SOUTHERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF S19°28'26"W AND A CHORD DISTANCE OF 557.83', HAVING A CENTRAL ANGLE OF 41°04'34" AND AN ARC LENGTH OF 569.95'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S26°21'03"W AND A CHORD DISTANCE OF 380.24', HAVING A CENTRAL ANGLE OF 27°19'18" AND AN ARC LENGTH OF 383.87'; THENCE S12°08'28"W 1126.72' TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 33; THENCE S06°28'46"W 323.32'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 326.88', HAVING A CHORD BEARING OF S21°38'20"E AND A CHORD DISTANCE OF 308.11', HAVING A CENTRAL ANGLE OF 56°14'11" AND AN ARC LENGTH OF 320.84'; THENCE S51°11'14"E 11' 14"E 275.50'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 698.89', HAVING A CHORD BEARING OF $65°57'24"E AND A CHORD DISTANCE OF 356.34', HAVING A CENTRAL ANGLE OF 29°32'20" AND AN ARC LENGTH OF 360.31'; THENCE S00°17'43"W 1814.03' TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 4; THENCE S00°23'24"W 2725.66' TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 4; THENCE S00°01'25"W 2653.23' TO THE TRUE POINT OF BEGINNING. CONTAINS 2159.252 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. CONTIGUITY = 27,765' PERIMETER = 142,994' RATIO 1:5.15 17 POWER 4 GLOBAL 2021 BHS Solar Annexation Exhibit B TO PETITION FOR ANNEXATION Legal Description of Each Petitioner's Real Property Comprising the Annexation Property See attached. LEGAL DESCRIPTION ANNEXATION BOUNDARY - BERRADO HOLDINGS, LLC REAL PROPERTY DESCRIBED AS A PORTION OF SECTION 35, TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 35, WITH A NORTHING OF 1,465,942.47' AND EASTING OF 3,175,019.36', FROM WHICH THE W1/4 CORNER OF SAID SECTION 35 BEARS S00°11'18"E; THENCE N89°43'52"E 30.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE TRUE POINT OF BEGINNING; THENCE N89°43'52"E 2601.13' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE N1/4 CORNER OF SAID SECTION 35; THENCE N89°45'05"E 2631.62' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 35 TO THE NORTHEAST CORNER OF SAID SECTION 35; THENCE S00°16'24"W 2711.14' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 35 TO THE E1/4 CORNER OF SAID SECTION 35; THENCE S00°16'17"W 2711.26' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 35 TO THE SOUTHEAST CORNER OF SAID SECTION 35; THENCE N89°11'40"W 2609.91' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 35 TO THE S1/4 CORNER OF SAID SECTION 35; THENCE N89°09'50"W 1304.93' ALONG THE SOUTH LINE OF THE SE1/4SW1/4 OF SAID SECTION 35 TO THE W1/16 CORNER OF SAID SECTION 35; THENCE N89°13'11"W 1274.83' ALONG THE SOUTH LINE OF THE SW1/4SW1/4 OF SAID SECTION 35 TO A POINT 30' EAST OF THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE N00°11'37"W 2662.60' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 35; THENCE N00°11'18"W 2663.05' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 AND THE TRUE POINT OF BEGINNING. CONTAINS 642.889 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - DRAKE CARLETON PARTNERSHIP LLLP REAL PROPERTY DESCRIBED AS A PORTION OF LOT C OF RECORDED EXEMPTION NO. 0705-02-3 RE -2945 RECORDED MARCH 26, 2001 AT RECEPTION NO. 2834816 AND CORRECTION AFFIDAVIT RECORDED JUNE 4, 2001 AT RECEPTION NO. 2854222., LOCATED IN THE W1/2 OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE W1/16 CORNER OF SAID SECTION 2, WITH A NORTHING OF 1,465,924.70' AND EASTING OF 3,176,324.07', FROM WHICH THE N1/4 CORNER OF SAID SECTION 2 BEARS S89°09'50"E, AND ALSO BEING A CORNER OF SAID LOT C; THENCE ALONG SAID LOT C THE FOLLOWING THIRTEEN (13) COURSES: 1) S00°20'09"E 2694.40' ALONG THE EAST LINE OF THE W1/2NW1/4 OF SAID SECTION 2 TO THE C -W1/16 CORNER OF SAID SECTION 2; 2) N89°45'45"E 220.47'ALONG THE NORTH LINE OF THE NE1/4SW1/4 OF SAID SECTION 2; 3) S28°19'44"E 94.37'; 4) S24°51'51 "E 82.28'; 5) S21°54'02"E 69.25'; 6) 513°23'45"E 93.56'; 7) S11°50'40"W 56.51; 8) 531°21'36"W 156.71'; 9) N57°01'06"W 466.54'; 10) S09°58'17"E 708.76'; 11) S31°27'39"E 122.55'; 12) S09°15'25"W 293.14'; 13) S15°15'05"E 272.58'; THENCE S01°28'50"W 487.42'; THENCE S89°26'30"W 120.83'; THENCE N09°57'47"W 251.50'; THENCE N01°12'10"W 396.67'; THENCE N14°38'54"W 1336.90'; THENCE N80°11'57"W 156.62'; THENCE S59°46'48"W 437.35'; THENCE S54°40'54"W 366.01' TO A POINT 30' EAST OF THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 2; THENCE N00°10'28"W 552.50' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 2; THENCE N00°10'58"W 2717.11' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF NW1/4 OF SAID SECTION 2, BEING 30' EAST OF THE NORTHWEST CORNER OF SAID SECTION 2; THENCE S89° 13' 11 "E 1274.83' ALONG THE NORTH LINE OF NW1/4 OF SAID SECTION 2 TO THE TRUE POINT OF BEGINNING. CONTAINS 99.402 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - ENERPLUS RESOURCES (USA) CORPORATION REAL PROPERTY DESCRIBED AS A PORTION OF THE SW1/4 OF SECTION 26, TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE S1/4 CORNER OF SAID SECTION 26, WITH A NORTHING OF 1,471,279.88' AND EASTING OF 3,177,632.71', FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 26 BEARS N89°45'05"E; THENCE S89°43'52"W 2631.13' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 26 TO THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE N00°50' 10"E 105.02' ALONG THE WEST LINE OF THE SW1/4SW1/4 OF SAID SECTION 26; THENCE N89°43'52"E 971.37'; THENCE N00°14'56"W 1260.00'; THENCE N89°43'52"E 1686.18' TO A POINT ON THE EAST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE S00°56'36"W 1365.30' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 26 TO THE S1/4 CORNER OF SAID SECTION 26 AND THE TRUE POINT OF BEGINNING. CONTAINS 54.737 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - TERRY W. RAMSEY AND JENNIFER L. BERG-RAMSEY REAL PROPERTY DESCRIBED AS THE E1/2NW1/4 OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE N1/4 CORNER OF SAID SECTION 2, WITH A NORTHING OF 1,465,905.66' AND EASTING OF 3,177,628.87', FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 2 BEARS S89°11'40"E; THENCE S00°29'18"E 2669.97' ALONG THE EAST LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE C1/4 CORNER OF SAID SECTION 2; THENCE S89°45'45"W 1311.77' ALONG THE SOUTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE C -W1/16 CORNER OF SAID SECTION 2; THENCE N00°20'09"W 2694.40' ALONG THE WEST LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE W1/16 CORNER OF SAID SECTION 2; THENCE S89°09'50"E 1304.93' ALONG THE NORTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE N1/4 CORNER OF SAID SECTION 2 AND THE TRUE POINT OF BEGINNING. CONTAINS 80.551 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM LEGAL DESCRIPTION ANNEXATION BOUNDARY - SPABS LLC REAL PROPERTY DESCRIBED AS THE SW1/4 OF SECTION 14 AND PORTIONS OF SECTIONS 23 AND 27, ALL OF TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE W1/4 CORNER OF SAID SECTION 27, WITH A NORTHING OF 1,473,913.18' AND EASTING OF 3,169,780.55', FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 27 BEARS N01°00'07"E; THENCE N89°49'52"E 2634.84' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 27 TO THE C1/4 CORNER OF SAID SECTION 27; THENCE N00°48'46"E 2645.30' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE N1/4 CORNER OF SAID SECTION 27; THENCE N89°28'28"E 2626.29' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 27 TO THE NORTHEAST CORNER OF SAID SECTION 27; THENCE N03°05'46"E 2639.85' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 23 TO THE W1/4 CORNER OF SAID SECTION 23; THENCE N03°05'46"E 2639.85' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23; THENCE N00°30'47"E 2640.21' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE W1/4 CORNER OF SAID SECTION 14; THENCE N89°16'54"E 2565.55' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 14 TO THE C1/4 CORNER OF SAID SECTION 14; THENCE S00°17'03"W 2650.69' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE S1/4 CORNER OF SAID SECTION 14; THENCE N89°3 1'39"E 2546.15' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT BEING 30' WEST OF THE NORTHEAST CORNER OF SAID SECTION 23; THENCE S01°39'50"W 2661.86' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 23; THENCE S01°39'47"W 2661.83' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE N89°55'35"W 2611.39' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23 TO THE S1/4 CORNER OF SAID SECTION 23; THENCE N89°55'28"W 2641.13' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 23 TO THE SOUTHWEST CORNER OF SAID SECTION 23; THENCE S00°50'14"W 2661.66' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE E1/4 CORNER OF SAID SECTION 27; THENCE S00°49'49"W 2661.44' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27 TO THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE N89°49'25"W 2623.77' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 27 TO THE S1/4 CORNER OF SAID SECTION 27; THENCE N89°49'13"W 2623.58' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 27 TO THE SOUTHWEST CORNER OF SAID SECTION 27; THENCE N00°34'20"E 1314.82' ALONG THE WEST LINE OF THE SW1/4SW1/4 OF SAID SECTION 27 TO THE S1/16 CORNER OF SAID SECTION 27; THENCE N00°34'22"E 1314.65' ALONG THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 27 TO THE W1/4 CORNER OF SAID SECTION 27 AND THE TRUE POINT OF BEGINNING. CONTAINS 1265.699 ACRES MORE OR LESS. LESS AND EXCEPT THAT PORTION CONVEYED TO THE LARAMIE-POUDRE IRRIGATION COMPANY, A COLORADO CORPORATION, BY DEED RECORDED FEBRUARY 18, 1926 IN BOOK 796 AT PAGE 98, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE E1/4 CORNER OF SAID SECTION 27, WITH A NORTHING OF 1,473,928.70' AND EASTING OF 3,175,040.18', FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 27 BEARS N00°50'14"E; THENCE S00°49'49"W 573.10' ALONG THE EAST LINE OF THE NE1/4SE1/4 OF SAID SECTION 27 TO THE TRITE POINT OF BEGINNING; THENCE ALONG THE BOUNDARY OF A TRACT OF LAND AS DESCRIBED IN DEED RECORDED FEBRUARY 18, 1926 IN BOOK 796 AT PAGE 98., THE FOLLOWING NINETEEN (19) COURSES: 1) S00°49'49"W 109.74' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27; 2) N64°50'49"W 1018.49'; 3) N60°50'49"W 398.50'; 4) N59°30'53"W 930.00'; 5) N64°30'53 "W 108.62'; 6) N74°30'53"W 105.99'; 7) N84°30'53 "W 106.52'; 8) S86°29'07"W 120.20'; 9) N77°30'53"W 112.53' TO A POINT ON THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; 10) N00°48'46"E 103.65' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; 11) $69°53'35"E 11.34'; 12) S77°30'53"E 108.20'; 13) N86°29'07"E 114.02'; 14) S84°30'53"E 123.14; 15) S74°30'53"E 123.49'; 16) $64°30'53"E 121.74'; 17) S59°30'53"E 933.21'; 18) $60°50'49"E 393.85'; 19) $64°50'49"E 969.80' TO A POINT ON THE EAST LINE OF THE NE1/4SE1/4 OF SAID SECTION 27 AND THE TRUE POINT OF BEGINNING. CONTAINS 6.657 ACRES MORE OR LESS. TOTAL NET IS 1259.042 ACRES MORE OR LESS ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. 7POWER ,4 4 GLOBAL 2021 BHS Solar Annexation Affidavit of Circulator The undersigned, being of lawful age, who being first duly sworn upon oath deposes and says: That (s) he was the circulator of the foregoing Petition for Annexation of lands to the Town of Severance, Colorado, consisting of _ pages, excluding the page(s) of this affidavit, and that the signatures of the petitioners thereon were witnessed by the circulator and are the true and original signatures of the persons whose names they purport to be, and that the dates of such signatures are correct. Circulator: STATE OF COLORADO SS. COUNTY OF 96/1)V6 -1Z ) The foregoing AFFIDAVIT OF CIRCULATOR was subscribed and sWorn to before me this 17 day of ; 7erokeD' ' I, by 'p r) (Aa I [ U2..h . Witness my hand and official seal Notary Public Commission Expires: eq/ze? 2-,P23 ADDISU FUFA DEJENE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20194036207 MY COMMISSION EXPIRES 09/20/2023 TOWN OF SEVERANCE RESOLUTION NO. 2021-23R THE BOARD OF TRUSTEES OF THE TOWN OF SEVERANCE SETTING FORTH FINDINGS OF FACT AND DETERMINATIONS REGARDING THE ELIGIBILITY FOR ANNEXATION OF THE 2021 BHS SOLAR ANNEXATION WHEREAS a written petition was filed with the Town Clerk requesting the annexation of certain property to be known as 2021 BHS Solar Annexation; and WHEREAS the Board of Trustees for the Town of Severance desires to initiate annexation proceedings in accordance with law; IT IS THEREFORE RESOLVED by the Board of Trustees of the Town of Severance Colorado, this 281 day of September, 2021, as follows: 1. That the Board hereby accepts the annexation petition for the 2021 BHS Solar Annexation, more particularly described in Exhibit A & B. See legal description in Exhibits A, attached hereto and incorporated herein by this reference. The property described and shown in Exhibits A, are referred to herein as "the territory proposed to be annexed" and/or "the annexed 2021 BHS Solar." 2. That the Board hereby finds and determines that the annexation petition and accompanying map contains all allegations required for such a petition under the Municipal Annexation Act of 1965, which is referred to herein as the "Act", and that if such allegations are determined to be well founded, such property would be eligible for annexation to the Town of Severance. 3. That the Notice attached as Exhibit C be adopted as a part of this Resolution. Said Notice establishes the date, time, and place when a public hearing will be held to determine if the proposed annexation complies with Section 30 of article II of the Colorado Constitution and Sections 31-12-104 and 31-12-105 of the Colorado Revised Statutes or such provisions thereof as may be required to establish eligibility under the terms of the Act. The Town Clerk is directed to publish a copy of this Resolution and said Notice as provided in the Act DULY PASSED by the Board of Trustees this 28th day of September, 2021. TOWN OF SEVERANCE BY: Matthew Fries , Mayor ATTEST: Nicholas J. Wharton, Town Administrator Legal Description Annexation Boundary 2 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N02°05'15"E 749.78' TO A POINT ON THE EAST LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE S02°29'54"E 749.87' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N11°44'23"W 150.03' TO A POINT ON THE WEST LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE S11°20'07"W 149.95' TO THE POINT OF BEGINNING. CONTAINS 0.415 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 4 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN BASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N00°01'25"E 2653.23' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE N00°23'24"E 2725.66' TO A POINT ON THE NORTH LINE OF THE SE 1/4 OF SECTION 4, T7N, R67W; THENCE N00°17'43"E 1814.03'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 698.89', HAVING A CHORD BEARING OF N65°57'24"W AND A CHORD DISTANCE OF 356.34', HAVING A CENTRAL ANGLE OF 29°32'20" AND AN ARC LENGTH OF 360.31'; THENCE N51°11' 14"W 275.50'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 326.88', HAVING A CHORD BEARING OF N21°38'20"W AND A CHORD DISTANCE OF 308.11', HAVING A CENTRAL ANGLE OF 56°14'11" AND AN ARC LENGTH OF 320.84'; THENCE N06°28'46"E 323.32' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; THENCE N12°08'28"E 1126.72'; THENCE IN A NORTHEASTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N26°21'03"E AND A CHORD DISTANCE OF 380.24', HAVING A CENTRAL ANGLE OF 27°19'18" AND AN ARC LENGTH OF 383.87'; THENCE IN A NORTHERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF N19°44'26"E AND A CHORD DISTANCE OF 550.88', HAVING A CENTRAL ANGLE OF 40°32'32" AND AN ARC LENGTH OF 562.55'; THENCE N00°47'51"W 694.78' TO A POINT ON THE NORTH LINE OF THE SE 1/4 OF SECTION 33, T8N, R67W; THENCE N00°06'35"W 2635.05' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 33; THENCE N89°01'47"E 5.00' ALONG THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 33 TO THE NE CORNER OF SAID SECTION 33; THENCE S89°49'13"E 5.00' ALONG THE NORTH LINE OF THE NW 1/4 OF SECTION 34, T8N, R67W; THENCE S00°06'35"E 2635.03' TO A POINT ON THE SOUTH LINE OF THE NW 1/4 OF SAID SECTION 34; THENCE S00°47'51"E 694.75'; THENCE IN A SOUTHERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S02°31'57"W AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06°07'46" AND AN ARC LENGTH OF 86.12' TO A POINT ON THE WEST LINE OF THE SW 1/4 OF SAID SECTION 34; THENCE IN A SOUTHWESTERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S22°48'16"W AND A CHORD DISTANCE OF 476.29', HAVING A CENTRAL ANGLE OF 34°24'52" AND AN ARC LENGTH OF 483.53'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF S26°21'10"W AND A CHORD DISTANCE OF 375.48', HAVING A CENTRAL ANGLE OF 27°19'06" AND AN ARC LENGTH OF 379.06'; THENCE S12°08'46"W 1124.19' TO A POINT ON THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 33; THENCE S06°29'49"W 324.82'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 316.88', HAVING A 2021 BHS SOLAR ANNEXATION BOUNDARY 5 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 9 TO THE E1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE TRUE POINT OF BEGINNING. THENCE ALONG THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 THE FOLLOWING THIRTEEN COURSES (13): 1) N00°12'20"W 2653.28' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 9 TO A POINT ON THE NORTH LINE OF THE NE1/4 OF SAID SECTION 9; 2) N00°13'13"E 2725.82' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SECTION 4, T7N, R67W TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 4; 3) N00°05'46"E 1793.22' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 4; 4) ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 642.82', HAVING A CHORD BEARING OF N65°07'44"W AND A CHORD DISTANCE OF 349.21 HAVING A CENTRAL ANGLE OF 31°31'18" AND AN ARC LENGTH OF 353.65'; 5) N51°11'14"W 274.08'; 6) ALONG A TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 338.20', HAVING A CHORD BEARING OF N21°40'03"W AND A CHORD DISTANCE OF 333.28', HAVING A CENTRAL ANGLE OF 59°02'23" AND AN ARC LENGTH OF 348.49'; 7) N06°28'46"E 318.88' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; 8) S88°04'38"W 32.42' ALONG THE NORTH LINE OF LOT 1 OF SAID SECTION 4; 9) N12°41'30"E 1141.25'; 10) ALONG A TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 850.00', HAVING A CHORD BEARING OF N26°21'07"E AND A CHORD DISTANCE OF 401.48', HAVING A CENTRAL ANGLE OF 27°19'13" AND AN ARC LENGTH OF 405.30'; 11) ALONG A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 750.00', HAVING A CHORD BEARING OF N19°36'26"E AND A CHORD DISTANCE OF 522.97', HAVING A CENTRAL ANGLE OF 40°48'34" AND AN ARC LENGTH OF 534.19' TO A POINT 50' WEST OF THE EAST LINE OF THE SE1/4 OF SECTION 33, T8N, R67W; 12) N00°47'53"W 691.44' PARALLEL AND 50' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 33 TO A POINT ON THE NORTH LINE OF THE SE1/4 OF SAID SECTION 33; 13) N00°05'30"W 2664.57' PARALLEL AND 50' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 33 TO A POINT ON THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 88 IN SECTION 28, T8N, R67W; BEING 30' SOUTH OF THE N1/4 CORNER OF SAID SECTION 26; THENCE N89°55'28"W 2641.07' PARALLEL AND 30' SOUTH OF THE THE NORTH LINE OF THE NW1/4 OF SAID SECTION 26 TO A POINT ON THE WEST LINE OF THE NW1/4 OF SAID SECTION 26; THENCE S00°50'14"W 2631.66' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 26 TO THE W1/4 CORNER OF SAID SECTION 26; THENCE S00°49'48"W 2556.42' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE N89°43'52"E 971.37'; THENCE N00° 14'56"W 1260.00'; THENCE N89°43'52"E 1686.18' TO A POINT ON THE EAST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE S00°56'36"W 1365.30' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 26 TO THE S1/4 CORNER OF SAID SECTION 26; THENCE N89°45'05"E 2631.62' ALONG THE NORTH LINE OF THE NE1/4 OF SECTION 35, T8N, R67W TO THE NORTHEAST CORNER OF SAID SECTION 35; THENCE S00°16'24"W 2711.14' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 35 TO THE E1/4 CORNER OF SAID SECTION 35; THENCE S00°16'17"W 2711.26' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 35 TO THE SOUTHEAST CORNER OF SAID SECTION 35; THENCE N89° 11'40"W 2609.91' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 35 TO THE S1/4 CORNER OF SAID SECTION 35; THENCE S00°29'18"E 2669.97' ALONG THE EAST LINE OF THE E1/2NW 1/4 OF SECTION 2, T7N, R67W TO THE C1/4 CORNER OF SAID SECTION 2; THENCE S89°45'45"W 1091.30' ALONG THE SOUTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE NORTHEAST CORNER OF LOT C OF RECORDED EXEMPTION NO. 0705-02-3 RE -2945 RECORDED MARCH 26, 2001 AT RECEPTION NO. 2834816 AND CORRECTION AFFIDAVIT RECORDED JUNE 4, 2001 AT RECEPTION NO. 2854222 1.HJ _ NCE ALONG THE EAST LINE OF SAID LOT C THE FOLLOWING ELEVEN (11) COURSES: 1) S28°19'44"E 94.37'; 2) S24°51'51"E 82.28; 3) S21°54'02"E 69.25'; 4) S13°23'45"E 93.56'; 5) S11°50'40"W 56.51'; 6) S31°21'36"W 156.71; 7) N57°01'06"W 466.54'; 8) S09°58' 17"E 708.76'; 9) S31°27'39"E 122.55'; 10) S09°15'25"W 293.14; 11) S15°15'05"E 272.58'; THENCE S01°28'50"W 487.42' TO A BLUE PLASTIC CAP FOUND ON THE BOUNDARY OF SAID LOT C; THENCE S89°26'30"W 120.83' ALONG THE BOUNDARY OF SAID LOT C TO A BLUE PLASTIC CAP MARKED LS 11848; THENCE N09°57'47"W 251.50'; THENCE N01°12'10"W 396.67'; THENCE N14°38'54"W 1336.90'; THENCE N80°11'57"W 156.62'; THENCE S59°46'48"W 437.35'; THENCE S54°40'54"W 366.01' TO A POINT ON THE EAST RIGHT-OF-WAY OF A ROAD EASEMENT, BEING 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 2; THENCE N00°10'28"W 552.50' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 2 TO A POINT 14) S00°05'46"W 1854.20' TO A POINT ON THE SOUTH LINE OF THE NW1/4 OF SECTION 3, T7N, R67W; 15) S00°13'13"W 2725.50' TO A POINT ON THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 3; 16) S00°12'20"E 2653.22' TO A POINT OF THE SOUTH LINE OF THE NW1/4 OF SECTION 10, T7N, R67W; THENCE N00°26'05"W 2653.24' TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 10; THENCE N00°03'02"E 2725.63' TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 3; THENCE N00°06'11"W 1822.47'; THENCE N81°13'24"W 5.04' TO A POINT ON THE WEST LINE OF THE NW1/4 OF SAID SECTION 3; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF N66°06'02"W AND A CHORD DISTANCE OF 354.58', HAVING A CENTRAL ANGLE OF 29°49'35" AND AN ARC LENGTH OF 358.61'; THENCE N51°11'14"W 275.38'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 316.88', HAVING A CHORD BEARING OF N21°37'39"W AND A CHORD DISTANCE OF 298.58', HAVING A CENTRAL ANGLE OF 56°12'50" AND AN ARC LENGTH OF 310.90'; THENCE N06°29'49"E 324.82' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; THENCE N12°08'46"E 1124.19'; THENCE IN A NORTHEASTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF N26°21' 10"E AND A CHORD DISTANCE OF 375.48', HAVING A CENTRAL ANGLE OF 27°19'06" AND AN ARC LENGTH OF 379.06'; THENCE IN A NORTHEASTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N22°48'16"E AND A CHORD DISTANCE OF 476.29', HAVING A CENTRAL ANGLE OF 34°24'52" AND AN ARC LENGTH OF 483.53' TO A POINT ON THE EAST LINE OF THE SE1/4 OF SAID SECTION 33; THENCE IN A NORTHERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N02°31'57"E AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06°07'46" AND AN ARC LENGTH OF 86.12'; THENCE N00°47'51 "W 694.75' TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 34; THENCE N00°06'35"W 2635.03' TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 34; THENCE N89°49'13"W 5.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 34 TO THE NORTHWEST CORNER OF SAID SECTION 34; THENCE S89°01'47"W 5.00' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 33; THENCE S00°06'35"E 2635.05' TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 33; THENCE S00°47'51 "E 687.38'; THENCE IN A SOUTHERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF S19°28'26"W AND A CHORD DISTANCE OF 557.83', HAVING A CENTRAL ANGLE OF 41°04'34" AND AN ARC LENGTH OF 569.95'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S26°21'03"W AND A CHORD DISTANCE OF 380.24', HAVING A CENTRAL ANGLE OF 27°19'18" AND AN ARC LENGTH OF 383.87'; THENCE Exhibit B LEGAL DESCRIPTION ANNEXATION BOUNDARY - BERRADO HOLDINGS, LLC REAL PROPERTY DESCRIBED AS A PORTION OF SECTION 35, TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAW SECTION 35, WITH A NORTHING OF 1,465,942.47' AND EASTING OF 3,175,019.36', FROM WHICH THE W1/4 CORNER OF SAID SECTION 35 BEARS S00°11'18"E; THENCE N89°43'52"E 30.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE TRUE POINT OF BEGINNING; THENCE N89°43'52"E 2601.13' ALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 35 TO THE N1/4 CORNER OF SAID SECTION 35; THENCE N89°45'05"E 2631.62' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 35 TO THE NORTHEAST CORNER OF SAID SECTION 35; THENCE S00°16'24"W 2711.14' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 35 TO THE E1/4 CORNER OF SAID SECTION 35; THENCE S00°16'17"W 2711.26' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 35 TO THE SOUTHEAST CORNER OF SAID SECTION 35; THENCE N89°11'40"W 2609.91' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 35 TO THE S1/4 CORNER OF SAID SECTION 35; THENCE N89°09'50"W 1304.93' ALONG THE SOUTH LINE OF THE SE1/4SW1/4 OF SAID SECTION 35 TO THE W1/16 CORNER OF SAID SECTION 35; THENCE N89°13'11"W 1274.83' ALONG THE SOUTH LINE OF THE SW1/4SW1/4 OF SAID SECTION 35 TO A POINT 30' EAST OF THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE N00°11'37"W 2662.60' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 35; THENCE N00°11'18"W 2663.05' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 AND THE TRUE POINT OF BEGINNING. CONTAINS 642.889 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - ENERPLUS RESOURCES (USA) CORPORATION REAL PROPERTY DESCRIBED AS A PORTION OF THE SW1/4 OF SECTION 26, TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE S1/4 CORNER OF SAID SECTION 26, WITH A NORTHING OF 1,471,279.88' AND EASTING OF 3,177,632.71', FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 26 BEARS N89°45'05"E; THENCE S89°43'52"W 2631.13' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 26 TO THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE N00°50'10"E 105.02' ALONG THE WEST LINE OF THE SW1/4SW1/4 OF SAID SECTION 26; THENCE N89°43'52"E 971.37'; THENCE N00°14'56"W 1260.00'; THENCE N89°43'52"E 1686.18' TO A POINT ON THE EAST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE S00°56'36"W 1365.30' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 26 TO THE S1/4 CORNER OF SAID SECTION 26 AND THE TRUE POINT OF BEGINNING. CONTAINS 54.737 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - SPABS LLC REAL PROPERTY DESCRIBED AS THE SW1/4 OF SECTION 14 AND PORTIONS OF SECTIONS 23 AND 27, ALL OF TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE W1/4 CORNER OF SAID SECTION 27, WITH A NORTHING OF 1,473,913.18' AND EASTING OF 3,169,780.55', FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 27 BEARS N01 °00'07"E; THENCE N89°49'52"E 2634.84' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 27 TO THE C1/4 CORNER OF SAID SECTION 27; THENCE N00°48'46"E 2645.30' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE N1/4 CORNER OF SAID SECTION 27; THENCE N89°28'28"E 2626.29' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 27 TO THE NORTHEAST CORNER OF SAID SECTION 27; THENCE N03°05'46"E 2639.85' ALONG THE WEST LINE OF THE SW 1/4 OF SAID SECTION 23 TO THE W1/4 CORNER OF SAID SECTION 23; THENCE N03°05'46"E 2639.85' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23; THENCE N00°30'47"E 2640.21' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE W1/4 CORNER OF SAID SECTION 14; THENCE N89°16'54"E 2565.55' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 14 TO THE C1/4 CORNER OF SAID SECTION 14; THENCE S00°17'03"W 2650.69' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE S1/4 CORNER OF SAID SECTION 14; THENCE N89°31'39"E 2546.15' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT BEING 30' WEST OF THE NORTHEAST CORNER OF SAID SECTION 23; THENCE S01°39'50"W 2661.86' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 23; THENCE S01°39'47"W 2661.83' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE N89°55'35"W 2611.39' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23 TO THE S1/4 CORNER OF SAID SECTION 23; THENCE N89°55'28"W 2641.13' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 23 TO THE SOUTHWEST CORNER OF SAID SECTION 23; THENCE S00°50'14"W 2661.66' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE E1/4 CORNER OF SAID SECTION 27; THENCE S00°49'49"W 2661.44' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27 TO THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE N89°49'25"W 2623.77' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 27 TO THE S1/4 CORNER OF SAID SECTION 27; THENCE N89°49'13"W 2623.58' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 27 TO THE SOUTHWEST CORNER OF SAID SECTION 27; THENCE N00°34'20"E 1314.82' ALONG THE WEST LINE OF THE SW1/4SW1/4 OF SAID SECTION 27 TO THE S1/16 CORNER OF SAID SECTION 27; THENCE N00°34'22"E 1314.65' ALONG THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 27 TO THE W1/4 CORNER OF SAID SECTION 27 AND THE TRUE POINT OF BEGINNING. EXHIBIT C TOWN OF SEVERANCE, COLORADO NOTICE OF PUBLIC HEARINGS FOR A PROJECT 2021 BHS Solar Annexation & Zoning PUBLIC NOTICE IS HEREBY GIVEN of a public hearing before the Severance Board of Trustees on November 2, 2021 at the following time and place: 6:00 P.M. Severance Administration Building 3 S. Timber Ridge Parkway Severance, Colorado Virtual at: https://us02web.zoom.us/webinar/register/WNjiIaC8f6RuS YJjJ3HO3oO hi Addition, a Public Hearing shall be held before the Severance Planning Commission, pursuant to local Ordinance at the following time and place: October 20, 2021, at 6:00 P.M. Severance Administration Building 3 S. Timber Ridge Parkway Severance, Colorado Virtual at: https://us02web.zoom.us/webinar/register/WN f9FGe5OySYSA7bgMEIZ1IA This hearing is for the purpose of taking applicant testimony and public comment on a proposed annexation regarding the property described in Exhibit A & B and for determining the eligibility of such property for annexation to the Town and the advisability of such an annexation, all as governed by the Severance Land Use Code. GIVEN AND POSTED this 29th day of September, 2021 TOWN OF SEVERANCE, COLORADO NOTICE OF PUBLIC HEARINGS FOR A PROJECT 2021 BHS Solar Annexation & Zoning PUBLIC NOTICE IS HEREBY GIVEN of a public hearing before the Severance Board of Trustees on November 2, 2021 at the following time and place: 6:00 P.M. Severance Administration Building 3 S. Timber Ridge Parkway Severance, Colorado Virtual at: https://us02web.zoom.us/webinar/register/WN jiIaC8f6RuS YJjJ3HO3oO In Addition, a Public Hearing shall be held before the Severance Planning Commission, pursuant to local Ordinance at the following time and place: October 20, 2021, at 6:00 P.M. Severance Administration Building 3 S. Timber Ridge Parkway Severance, Colorado Virtual at: https://us02web.zoom.us/webinar/register/WN f9FGe5OySYSA7bgMEIZ1IA This hearing is for the purpose of taking applicant testimony and public comment on a proposed annexation regarding the property described in Exhibit A & B and for determining the eligibility of such property for annexation to the Town and the advisability of such an annexation, all as governed by the Severance Land Use Code. GIVEN AND POSTED this 29th day of September, 2021 '13COL 2021 BHS SOLAR ANNEXATION :an .a SOAR ANQAYM 1a.IDART' I CP1f0AN0 AT A 1CUMUST COME* 6 SCTOf L. TM, RIM Or MC OM PAL COUNTY OF LCD. SLAT CF COLORADO. ■M A PCP MSC OF S.b).ct S..*4, SA Pawl,. firrica Dc Frosty IA -12344e AM AN CASTHC a< 31690o2R1': fl.fl `Mr 601-19 nm»' ALaC TB LAST LPL 0- IC 1z3/4 v' %AO zztat L ID n/4 v TNC Sn/4 mum �lol 9 TO A Tart at MC %CST T Mn, cn,a.eny Cd COMER vw v CD riiatmuNTY mEMOC NNar Oi o w X. Me.:°"CiT THE aram tra AND ZONING MAP NO. 1 1.10 4. C bstndA' TO THE TOWN CF SEVERANCE IlbrIb4.. r. Canto Labrw.ay Db U1c4 flea III I70a7-t 1ILLY TO A 1CAST a MC EMT 7a 0' THE RS/. 01 SAD SKTO 9: MCC( AI'Ll'23-1 I]poS Tn A rolrt AT TPL 4.5. )N AND ZONING MAP NO. 1 0, T7N, R67W, 6th P.M. COUNTY, COLORADO artr we IE—A SAwd Noble A PORTION OF THE EAST 30' CF THE NE114 OF SECTION 9,17N, RBTW, 5TH PM., wnaaLCwl v 'MC NdIM DIE OF n¢ SLn/. Ts S tT1CN TO. TM. Ra7V, T1M DC UST R101T-d-VAT OF MD COMM ROM T9: TNO(U tad ItC I. we RC -9 bowl District 30' OF THE NW1M OF 5NtrIT49'V SOY A&DC C AIM L9a Or INC ST /4 v SAO SECTIOI4 10 10 NE T1/4 COWER OF SAC SECDON 10: n.o.cE NLL70'.d'rr CD.oc' A PORTION OF THE WEST SECTION 10, T7N, R67W, 6TH RM., 7. 10.44 Courtly Lrr.mnt Orrki liDQ MC M6I!N UPC Or THE Yl/t O SAC j(,C^a 970 'NE 191'1 Pala OfTSAM5O & tiI Crony Canbr.ettn 01.4101 0.101 AC32ES S L AJI-Pbv 0:MI OR 6I 01 ACRES SORE OR LLC4 MI. 9EAAINC3, 3cTAICE3, CCDRLl(ATU AID ARCAS ARE RASED T CLLCRADO CCOICVNAit MIDI C< Iin FY. PMctb. Dibble fa N.w.n rdeal-r M. ha -boat Eligible, 10111 bt . U.S SLRKT IEEE II. Wad' -Lee ne fly Proactcn Mulct I1. %Rem-So.ame IIn Rcacna, Obbnct (Lore 7421) CO (KATY . LO' 1]. Tom at 5enie PTJILCT01 - 054' RATIO I:9 *ebb Irv. by 1QTi: Ma rItr to -q/ at aewmS. u[at nab en d.lr„irl W....rwl. v bat any r... -et wa.drsl.n m e.te-,L,. U..mien* .f aealtla.d Wont. S.. AL TA by Cab f b b.rr.r. IA. per Om r1Wr1 of g.. ;MI ►'rpar.d 1,, art!. b norm Is o p..YTT" 1TR ' rAIL L L0104 K 574.1100. A PIOSTERED PR'OS9DUL LMC SRKTOR Of WE MIT O 0101400, CO ICQT QA'VY THAT MC S s e RF1NlCY.N7ED IT b43 PUT VAS YALE LAMER NV ► :50IK %PCR1n90L MO MAT Ml PUT 6 AN ACCL?ATE lOWCSOITATIOI MOW AM MAT lid ILA MAN Da-SOLM IA OF MC raCILL Of TN1 AREA AS 9400. NOW* s C011fllad WM MC OCST1NO e0L)CAR9 Or TIC TOWN ar RC0ULAT1O1S OF MC bEwtANCC I MINER C W Y MAT MC a1JRNtt APO 116 PLAT COMUCI Sill ACL APRICAS.L RULES, MC Lail APO Lra CCTAITT. STATE CS 03.0400 STATE LOAAD a' CPR A MOM TOR PROES9a M. 00626 AIC pRQTL59OO& _AND SJOYCOOPS. ILO MD a eo1AlY v UPI TAN D+Off0ar.0 Art LAND 9.W (tJC. ILL I WWI [TTTTTAIT I I 1145 S TO =VT MAT ME ■TER PUT WAS APPRCeW IT 1163.1/1101 ka 0' MC TOWN OF SCVOLUCCC COIXTT aF C. I STATE ? C4DRMD MCPTID a MC DAY ' N8931'10 If - TS71.52• .or. L--- 3,3,9144•431/f - 1617.66' altos) _ MAC RRRIiCAr MERaN Omauro WADE MART v SAO TOVN a' ¢♦QAN¢ MC NL10aD 01 ) • al ) tiw0 �N1/4 Cbc Sac 9, 110 02.517 1" 2040 54 1 _ M1 Nt 11N111 MO Ll9CIf . MOW SAC Coe. Sec 9, Nl/t Car. Sec 1Q At E57: ATTl t: 1294 Alum. Cap. IS9644 1994 Akin Ccp 2001 Alum. RHr1 CID*( NATO. Cop si512u ISMILIblattREME\O MS DAY Cf 711 -CMt E A..arrl Ire. 1RYtx0 MS DAT v 73 to ki.A.CD n Meat a+arr•+Tl APPRTNN APPWC.gC THIS OAT Y C1 o'.evrn, SM:R. CC P.JMLM:C. CO[Nscat NE Salim 1/4 r�rSalim OwNW1/4— -4 w E I l I ROW 1I. \ RO' / iiI / 1 3D 30' I1 ?t /NS 1/4 \ IE 1/*\� I § / g a I \ / / f• Q cli \ I. i - w ` il 9 \sec. 9 R Sec. 10 I l UINTAH Sec. awarnwa u....ern iti, Pctat �n?/ AP MO / ANhE7A 7X1V M1 I Ora Aolnc TLIIAL VICINITY MAP r . aDOQ 9 1! I� \ s Na.e 0 ' / ..r Ow E.rtYssat.c Am AND u.•mRarntO vial .b M. I Oar, - ;fatl u"' MP) r rsA,. numA.e tKra ^_ III (4�- IS — �+T•tC•( t :ism U P.O OM I•14,01 j ♦� 5035.49",' / I SE 1/1 -N� SW 1/4 ram ar�ac r...�Lcr.rn9wtls.un nib ca. SK A. PRF.Lfl VAR 1' X19 a•► roan O.n.ow.Yric.wb +Ilj Seo. I See -once 10.18 County 110..1,ILIWOR Sea Spa Sem ,_,___ ^, I .. .::: IIPRO 19 '" °""°" - n `—' ei 1 xa ++ Solar A/MO I Y Renpt a Na r��4L� —' BHS SOLAR, t Ln a w .7_ 4198Rood Annotation /+-,6 u9aJeJ geld A b LLC I —I 4 . Roc -option tfon Na 3110814 Octal -A- • `�tr'r a� 111 / I- - t0' >ao taYrnl tRtr7 Soa n i ---P-6.air' I \ Sec. 10 R s. RIM MI MTS.CA MIA a-roa s.r.. Nr950.46'r - 5266.41" tuns) 1 58935'4919 - 521010' NRa:) (1/4 Ccr. b L 1/4 u. See 1C a IIM OM an S 8 I 1 \ y ' i• so Sd.coWad 199JAMn. COP SCALE 1.' - 40' �. b r Annexation M 4 :�-. / Carnty Road /9 I I1Ta arAP, - AM = Plat _ `• T SecAR A A flan Na 4..T96JeJ SCALE T' - 200' an .7O. Sac Ilea Fit' c'` �' s: -- r-• i r ADondr TOWN OF SEVERANCE g N g E ;vn or sY<nocs a r aiatvEAno vs WALL Al Sri I ` 08-4 IN ,Y TA 1 �• , . 0 SURVEYMa OA:L Orww •Lsat ��__''yLLt'�'' 17N An Mons /1-/S A O I. pt¢JCUSLAND SECTION CCRNER !St 1•414‘ ACP ACV \` Reap/b+ Na J110114 IS x N1.. a s s.a — SE J/d mbuhn US PUBUC LAND SURVEY SW 1/4 �"� QUARTER SECTION CORNER ru H - 2 4 7 6 "sir— i Ir.L I WY USE�cnON t In • 1 CORNER aYSTal /TL 84.95 Car BEARINGS = TOWN OF SEVERANCE BOUNDARY SUM Paint o. Ca moo ermint =CRAW 1: A� O D'LffN9CN CORNER ONLY l OF 14 ---«'7et..._1 7 Na 5 S Aseteratlans Nu. 11997 i Sec Pa Jaa •,,,_ .ff Ca: Sec A NUM CCP WPM? 2CW£ • PRLpERTY CORNER FOUND10 _ `f 11 12 012: IIId SAAR ANICAT04 aOICART 1 2021 BHS SOLAR. ANNEXATION cono.al.D AT A SOJTNEAST 07.1CR a SECTIOt I. TM. Y7. Cr TM ON P.a. COUNTY Or Nna STATE a fl ADO INN A +O11T11N0 CO 1411i'.t2e AM) AN EAS?NO Or 31EnOii1'. THENCE NOC1W0+1 2120W ADNC DC EAST LOC a hi SE1/4 Cf SAD %C0O. I TO THE El/4 COO Of SAD AND ZONING MAP NO. 2 SECI1OI f, NOCtE Iq.Od441 Y107 MWO TIE NORTH LNE Cr ITC Y1/, Cr WO SEC -101 I TO A PORT 01 THE WEST Ai1T..Or-VAT a REID Carr ROAD II AND of DDT KANT TV nor - TO THE TOWN OF SEVERANCE nect NOzm'tsi 7417! TO A PONT O. hE EAST WE 7 THE NE1/A Or SAO =TIN 1 NOOCE SQ7TS41 ntr TO A PONT AT THE ,T)OLZCT01 a Now 191 TINA Mr.4'v1 ISaoS m A D ZONING MAP NO. 2 67W, 6th P.M. Y, COLORADO A PORTION OF THE EAST 30' OF THE NE1/4 OF SECTION 0, T7N, R87W. um P.M., a THE k01711 tNE a DC 311/4 Cr =TIC% 10. TN, RAM WIN THE EAST a iT-N-MAT I1CLO OCUNT" A PORTION OF THE WEST 30' OF THE NWt/4 OF SECTION 10, UN, RSTW, 8TH PAIN, PONT ON THE RUT LOC Cr NE 1011/4a SAD 5QOa ICI NICE SI17t7tTYV 141,3- TO Of UT r POST a !.2±012 Sec. 4 0.415 ACRES t 1 Sec. 3 / 1 44 1.1#\ / l COITMNS Dais AOIE3 NONE OI LESS- ALL NM,IO; O.STA.LIIn C0OOJIATQ AND AREAS MC GATED O. at auto COO.ONATE TSTLL O 1111 NCWN E_1E. U.S. %rCt FEET. C NTMXT - 301 PE/N.CTOI - 1004 PLATO I:I r -N SE 1/4 1m1 Arum..eE1f1rF"t j ISR.s7CATr I SM 1/4 --—' I L--- 2627.66' (Jtpr31) -- / \ t 1.0031 t IMAMS. A tsn .n,D FROETSDE Al LIaC 1.14C01 IN NE STATE CrC ECRA.7a 00 NC39T CO:IVY THAT ITC SDTKS IREPE ENS NC93570"W - ?61217' Oleos)' SC9'46'45"W - c 1T INS PLAT VAS WOE ODOR WY POISOCAL 9RO('ASO., 040 NAT MS RAT IS M ACO-RAR ®NOENTAT.O. NOW, MC NAT ID LESS MD aWY fltl IN 1 N!/I Coe. r/if CPI. / \ THAN O(-5CM (I") Cr THE POOCTER 6 THE AREA AS SNOB. NOCO. el CyRO%OJS 'OM TK ETTS IPC NOt:MARE3 OF 11C 191•41 Cr StSWAM 01:6IDQ 1 PLANER CE7TOFT THAT ME S)R.CT MO TICS RAT CCMPL. S ITN All AP' JCAILE .UEi KGLLA110.S MAO LAWS Cr NE ILINCTSIRS, C COUNTY, SK 9, Sec. 9,/ 80' ROW STATE a CODtw0. STAIE 10ND a REOSTRATOI FOR PP FCS90/AA O.a'CEES AND PROFESSIONAL LMO ND \ 1994 Mom. C.V. L.S9644 1994 A/tnt Cop / ](Y \ 30' I I\ I / MR DC DI •JD+AU Cr LIN TAN ENQ)EOP1tl MO LAND toseCiliC, LLa \ ` WtA`T.t a..,• .T OF NE TEM1 a SE RANCL 00:1(71rC.'1 a 1. / TICS CS TO WATT NAT THE S111D1 RAT MS AP ROC FIT R6aJ171 Na STATE a C0.6.100 ADSrm ON NE_ DAY Cr 20 A.D. AM NAT PC TOm7 T TNIN01 00104ATD WADE MART a SAO TOM a3- SEVE AAQ MC 2COD° / 1 voe THE LW T3 AND Jli0C1101 T)4 S SEIQAN(S. ` T ATTEST: AT:CT1: VICINITY MAP - 3007 i II I al t 1o.t aarz 14.191 i II3iO� I1 ITWI I Sow ( SNa ' " REV000O CrXI DAY + �{ PORTIONS TOWN OF SE --' 1--P-if 14 `-`-' is — I I it -L tT I I TOM ONAEOE O AM Soar_ Sea Sow — -ys TB/1L.6'AHt41"s' /d '� L to r+' IN RExlm TTCS TEAT a 2D+ r^ �r X 1 I on ( teL ml Asir Atha W j I 3-.l . TO N 1. IN 'DIN PLANncR p jt 17 tall Sala 117I Smear Li, h I • Plant r'fY•.V'+11 APP4'YM N s lS " NE 1/4 / —N1I 1 4 / I� 1 1.4 }� APrPOWM NO CAT a 201 p 1 i h N I hob fl Ggfl C N CHAJOIAN Sow .- S o 7.a Saw A RI 1 I sExvAwE PLMLCNc mlussa TAM _ v. T7N ATE 411..1 !r - ' t 1 I .1RIAEXA 1pV I 2 dui a Sec Som. ,t 12 H I I I I I I r I k I I I I Soo. 9. Sec. 9 11 � I I i I i Sec. 10 l Sec. 9 I l Sec. 10 I+eDeSTY CIOOn3RAaiSTTQ. U� S•WO1 "� rfluCTIAAL Hd930'46"w - 1766.9-1' (Leos) 1/4 Stria LP* I 1549J5'491' — 325020' (LAVAL ) I l • o% Z _ / LAM:: cr:•entELLNC rnEaN — l a e MA A liOrb. V I Serene NI.Td £I/1 Ca. ` silt Lam. I 3-...V MOH oar+ 1 County Rood !9 Sec !Q 1 • AmentoT - r9AT Man. ) S&W .o i .7471 WS SXAR A/you POW NO. 1 Can 3-E tna E+. Tray lit. "%I4 )T'1►Int • R�Iprro, Na 4J Cep TOWN OF SEVERANCE A ? Sonde Anew e € 1 41,-4 4 �'/ 1 PRELLiIL ARY Nr AMP sa. r re o„sztom �: t �P`•Y I MI SOLAR, Armenian IN ov„ ' . Falai of o ` lbw Mrs , „4 ^ Pant.4e.R.A SaL AON ns BHS A4L,Ro/bt Na JE a Q , • —' - aesas.a.....caW.a•ETaaa aWm�as LLC SE 1/4 c' l a fii SW 3-/4 a L Nn 6 / Ne93o461' II Ls SE 1/4 I SW 1/4 Io0 ?flail frail Ci'vi an:oaf Inn. CA a1•II Poet of wlTheo rNo. grnM txvRc)S c $ o Aman:Wens Na 5 Sadder Anna I I 5.wmcv NWd Cant; Sect nail •.. a the b4rwaS vocal :flirt 3-v b n SE Chr. Soc. g 1997 Arun. Cap AnncntA>v /T -/O Rood 19 Anne' ' - Annexation MS MIS MIN R.cwt dl Na .3170614 Reception NaPlat 1. AAn. Gaa.... reap.' V AIWA!4=i a SCALE I- no 200' WINE Ilea C.I+M 1 E7/4 C o: saw 9. \ N o Urns 0Y'.M/ 1 o, ., A. Mal Wavoe tbtee Co+-.ngci xbY. 1994 ahem Cap S[SCAM M9CV!1 RE -4 add 0.•tt 6 .+.d RE -4 CSAwst In 1 IMO RE -1 3rd Own //�� II �p , LEC,£.`fD OF SY30E01.9 t .Rl1PtEYLR71ONS pn 7. w Cash Ca.rnmrat OM LLr1Q/( Q Crentba+ Citric! PUBLIC SURVEY L C 134114•t12: 1'NOE`4 trial e>o. +roe a woo OrJai la 50' US LAND Tin Netalen Dwtt I. MD-Pfry M D.par..t I'Q>C III Ian Voila:~ Malec% there-LrvrO c Pm:rib. n,trkt USCPUFLC LAND SURVEY ti - 2 4 7 6 It. o 3-n R.Tecer 202]) R Iv b R D"4 WARIER SECTION CORNER 11 Weis• -Seats Dbbtt (Ned Tern d 3..rva. 19QT Il am a4SS Cr BCAR9VCS US PUBLIC LAND SURVEY hen, e.1 n7 SCALE I' ..SO' CIX 0QA00 CLY)PDE/fA 1E I/16 YCTION CORNER SYSIFY OF la;O BOUNDARY 2 of 14 NOM No $ S -41-w7 r eorna'Ia smart Tyr en ._ rind TOWN CF SEVERANCE trio snit nor oat on macro" consr r la eota.art- Loa :atria el readers ALTA S: 7. by Vila atm to NORM ZONE 0 DIYENN CORNER ONLY n •e,tn or t.+e v.-wl 71 a. flirt S.. o:c1 pr -1 aura[ orrr4O. 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO.3 TO THE TOWN OF SEVERANCE A PORTION OF THE EAST 30' OF THE NE1/4 OF SECTION 9, T7N, R67W, 6TH P.M., VICINITY MAP A PORTION OF THE WEST 30' OF THE NW 1/4 OF SECTION 10, TIN, R67W, 6TH P.M., 1s — 5000' A PORTION OF THE EAST 30' OF THE SE1/4 OF SECTION 4, TIN, R67W, 6TH P.M., . I 1 Sec. i J'Nra - Sic. A PORTION OF THE WEST 30' OF THE SW1/4 OF SECTION 3, T7N, R67W, 6TH P.M., - ,,,..t 16 - 14 13 2.066 ACRES t See. See See. Sec. 21 22 u 24 '— E1/4 Car. Sec. 4, Teal BHS W Aarnnaa 1996 J 1/4' Alum. Cop, PLS27098 I S.o. Sac. Sec. Sec. .— --. 18 to Y6 I I L , 7/78 Seclket the I Sea ~ Sec. Sec. "T Sec. , R R — '--' 34 Sec. 4 Sec. 3 SC s u +e 7 6i TON SE 1/ 4 4 SW 1/ _ -_- �� 7714 Sea Sec. Sea TN 4 J Sea , $ // 11 2 _ / 1• N. / I Sea � 1 Sea Sec. Sea I n 1 i ro a !P a I I I lug h I I I I I 7021 PHS 501 AR ANNEXATION BOUNDARY 3 >•- As I CO n COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, TIN, R67W Wf1 OF THE 6TH P.M., COUNTY OF D, STATE OF COLDRALO, WTH A NORTHING OF S I 2 H of IdI Sew Ae+t I 1455254.24' AND AN FASTING OF 3169802.61'; THENCE N0016'01"111 2620.59' ALONG THE EAST LINE CF THE SEI/4 OF SAO SECTION 9 TO THE EI/4 I O of CORNER CF SAID SECTION 9; THENCE N89'S0'4CW 30.00' ALONG THE NORTH UNE OF THE SE1/4 OF SAID SECTION 9 TO A POINT ON THE WEST - Fa CHT-OF-WAY OF CI COUNTY ROAD 19 AND THE JRUF PONT OF RFC1NNING, I I 'W I .W I THENCE N0015'11 -E 255.123' TO A POINT ON THE WORN LINE CF THE NE1/4 or SAD SECTION 9; THENCE N00 -40'43-E 1095.87' TO A PONT ON THE 0 I EAST LINE OF THE SEf/4 OF SECTION 4, T7N, R67W; THENCE 50014'16*E 1095.75' -O A POINT ON THE SOUTH UNE CF THE SWt/4 OF SECTION 3, T7N. 0 2 I R67W, THENCE SOO39'5O"E 2651NORTH 30' TO A POINT AT THE INTERSECTION OF THE NORUNE OF THE SM'1/4 OF SECTION IC. 1774, R67W, W11 THE EAST r-RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N0229'54"W 749.87 TO A POINT ON THE WEST UNE OF 1HE 14141/4 CF SAID SECTION 10, THENCE S02D5'151N 749.78' TO THE TarPONT 1W RFt7'NINr. ? I 1 I CONTAINS 2.066 ACRES MORE OR LESS. ALL BEARINGS. DISTANCES, COORDINATES AM) AREAS ME BASED ON COLORADO COORDINATE SYSTEM CF 1983. I 1 i NORTH ZONE, U.S. SURVEY FEET. I CONTIGUT TY ••• 1500' 1 i 1 1 I PERIMETER -• 8958' 1 I RATIO I:6 I i I I I STIRWYOR'i CFRDFCATF 2622.52' - L - 56'946'45W - 7677.66' (Meos) -" N895570'W - (Meas. J r 1 I, LOREN K. SHANKS, A REGISTERED PROFESSCONAL UND SURVE1t)R IN THIS STATE CIF COLORADO. DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS PUT WAS MADE UNDER MY PERSONAL S)P 1M9CN, A40 THAT THIS PUT S AN ACCURATE REPRESENTATION THErEOF AND THAT NO LESS _ _ _earl CXXINTY ROAD 84 — _ - - Car. NE Cat THAN ONE-SXT11 (1/6) or THE Pr ILIE:TER CF THE AREA AS SHOWN HEREON IS CONTIGUOUS WITH THE EXISTING 8OUNDARES O' THE TOWN OF ENE Sea 10 SEVERANCE. COLORADO. I FURTHER CERTIFY THAT THE SURVEY AND THIS PUT COMPLIES WITH ALL APPLCABL RULES. REIAUUTIONS AND LAWS CF THE Sec. 9, 1994 Alum. Cop, 159644 /X\ / 1 / 1 1 Sec. 9' 2002 Alum. STATE CF COLORADO, STATE BOARD Or REOSTRATION FOR PROFESSIONAL ENGINEER: AND PROrESSICNAL LAND SURVEYORS, AND WC.D COUNTY. X1994 Alum. Cop Cap I 1 LORE7N K. SHANKS LOIORAD0 Tt(.STRATIOH NO. 26265 1 FOR AND ON BEHALF OF UWTAH EHCNEERING AND LAND SURVEYING, LLC. 1 1 1 1 YAYCIRAS rsRTIFICATF --I I-•60' ROW THIS IS TO CER7IFY THAT THE WTHN PLAT WAS APPROVED BY Etr'WITCH NO. Or THE TOWN OF SEVERANCE. COUNTY OF WELD, I STATE OF COLORADO ADOPTED CH 114E DAY Or 20� A.O. AND THAT THE TERRITORY THEREIN OESIQN',TED WADE APART OSAID F TOWN OF `rECL v'EBANCE ANO INCLUDED 30,� WI r 30. THIN THE UMITS AND URISDICTION THEREOF SEVERANCE I A i it] is ATTEST: TOWN CLEM MAYOR TOWN FTHCNFTR•S RFMFIL REVIEWED THUS DAY OF 201 1 1 TOWN ENGINEER 1 1 TOWN PLANN'NG RFVEW si u I ICMEW© THIS DAY OF 201 ~ h N in h °I to 1/76 Section the to h1 ,a TOWN PLANNER NW 1/4 /4 - - NE 1/4 h - -,V - PLAvt6NG ODYMISSICH As'PROVAI 1 C) h MPROVW THIS DAY CF 201—� Q ? I!, h eN ri 2 Aj O'ARMAN, 1 SEVERANCE PLANNING WMMISSW 1 1 2021 BITS SOLAR I ANNEXA 11AY NO. 3 1 - Sec. 9 N895046'W — 5766.9-7' (Meal) 1/t Sect6m l / I i i I I 1 I 1 Liu, 1 See Shoot 4 I I 1 1 i I 1 1 2021 BITS SOLAR 1 ANNEXA T YT' NO 2 1 1 1 2021 ENS SOLAR I ANNEXA 77CW NO. 1 1 t 1 Sec. 10 1 589'J5'49W — 5250.20' (Meas.) Iv 1/4 Cor. £10, Sec Weld Co Rood 19 neyxation Alum. 199-7 Alum. Cap u'1/4 Cot TOWN OF SEVERANCE Sec 9, PIC in c4 Asphalt Arena 3 a Annexation - a e h' Reception No. 4J9838J Sap PRELL'KLYARY Sodd'er Annexations /1—/5 0` m o. N �aloct Ktotatt.07 ' o Reception Na 3110814 7-.. a •-.C3 o iC rh+n�[ AND MALLWTM! val n a t+Jt7D So SE1/4 aLC1 IN I I ` °tri $E3 n4yz SLSSy O SWVII CO V gri SPFa'U r1t5TRIc-m Point of Commencement No. 1 Thru No. 5 b b b Annexations O - St property lien within the following medal districts SE Co- Sec. 9, 1997 Alum. Cop N b N ubjec US IMII a i 1, Alms Community Cdie9e 2. High Plains Library District 1 Deecvtew Library Dtstr1ct 4. Northern Cdorodo Water Conservancy District 5. Weld RE -4 School District 6. Weld RE -9 School DistrictLEGEND SCALE 1" in 200' N OF SYMBOLS 4 ABBREVIATIONS 7. Weld County Goplernment Office & West iercey tectl District 9. Salt —Pierce Pits Protection District 10. Nunn Volunteer F'ss Deportment 0Wrict. 11. Whdsor—Sewrarta Firs Protection District L.+ US PUBLIC LAND SURVEY SECTION CORNER US PUBLIC LAND SURVEY �°4 12. 'A'Fldsor-Se,urQu Firs Protection OUstrkt (Bond 2023) QUARTER SECTION CORNER 13. Tor of Berson US PUBLIC LAND SURVEY BASIS O BEAR/NGS• ® 1 16 SECTION CORNER COLORADO COORDINATE NOTE_ No rights -of- or easements. except those Mar hereon, rare determined by ,,y I>• TOWN OF SEVERANCE BOUNDARY Ws survey, nor was any research conducted to determine the existence of addltlond SYSTEM Of 1983, See ALTA by the 6rm for easements, per the request of the client plot prepared NORTH ZONE O DIMENSION CORNER ONLY existing easements PROPRRTY OWNPJVDE.VRI OPPA: BHS SOLAR, LLC Ito SPI CiRUM a TEA DRIYR 4UMI 1070 IRVINE; CA 9761* (110)471.6901 °"I° 1 'r �'ne vt an 2021 BHS SOLAR ANNEXATION AND ZONING MA.P NO. 3 i I,, �' x o eke a Cr w.f.' i �" PORTIONS OF SECTIONS 3, 4, 9 & 10, T7N, R67W, 6th P.M. I b��:r -is C I a z E I °s TOWN OF SEVERANCE, WELD COUNTY, COLORADO w°$ R a HT a $ seer iTv s F i p 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO.3 I I I I I I I I I I I I I 1 1 I I I I ,a Point of 0. 1 No. 6 rikteirtlf I / I N007571 E 265123' ISec. 9 #74,7771 r Is/8950'451V J0.00' E7/4 Car. Sec 9, 1994 A/um. Cap Saddler Arena Annexations f -/S Reception No. 3110814 SE 1/4 30' 30' 60ROW cS 50059 '50t er2651 JO' 2021 INS SOLAR ANNEXA 17QV N0. J 1 1 I I I I I I I I I I I TO THE TOWN OF SEVERANCE A PORTION OF THE EAST 30' OF THE NE1/4 OF SECTION A PORTION OF THE WEST 30' OF THE NW1/4 OF SECTION A PORTION OF THE EAST 30' OF THE SW1/4 OF SECTION A PORTION OF THE WEST 30' OF THE SE1/4 OF SECTION 2.066 ACRES ± 2021 BHS SOLAR ANNEXA 110N NO 2 I Sec. 10 2021 BHS SCIAR ANNEXA non, NO. 1 I I I I 1/4 Sec Um the Detail 'C" 1" = 40' 0 N c t I Severance Weld County Rood 19 Annexation — I Reception No. 4398383 1• SCALE 1" = 40' I SW 1/4 I Fn !. x 'r o 11 O fl ' N S ;,p i-o Y P -A. -A a 4 0 &ig w ° ro 70 g ban n 1 9, T7N, R67W, 6TH P.M., 10, T7N, R67W, 6TH P.M., 4, T7N, R67W, 6TH P.M., 3, T7N, R67W, 6TH P.M., 1 I I I I I I I I I I I I I I / I Sec. 4 SE 1/4 1 I 1 1 I I I I I I I I I I 1 V. N0010'4J E 1095.87' k 30 N w 50014'18-E 1095.75' 30' 60' ROW 1 Sec. 9 NE 1/4 N0075'11 E j7 265123' 1 1 I I 1 I I I I I I I I I I I I I 1 Sec. 3 SW 1/4 2021 BHS SOLAR ANNEXA 11CN NO J 11[ZO awry ROAD 84 I I I I I I I 1 I I I I 1 \ n O h NE Coe. Sec. 9, 1994 Alum Cap r I Sec. 10 NW 1/4 �`SOO S9 50 E 265130", Qe toil '1Y 1" = 50' N b 0 in SCALE I" = 50' BASIS OF BEARINGS: COLORADO C ORDINA1E S)5/n1 OF 198J, NORTH IONE LEGEND OF SYMBCLS & ABBREVIATIONS C04 O 0 US PUBLIC LAND SURVEY SECTION CORNER US PUBLIC LAND SURVEY QUARTER SECTION CORNER US PUBLIC LAND SURVEY 1/16 SECTION CCRNER TOWN OF SEVERANCE BOUNDARY DIMENSION CORNER ONLY 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 3 PORTIONS OF SECTIONS 3, 4, 9 & 10, T7N, R67W, 6th P.M. TOWN OF SEVERANCE, WELD COUNTY, COLORADO • sF_.aALS3521E 1s Subject property live within the following special deblcte: I. Aims Community Coilege 2. High Plans Lbrcry District 3. Decrvles Library District 4. Northern Colorado Water Conservancy District 5. Wed RE -4 School District 5. Wed RE -9 School District 7. Weld County Goverment Office 6 West Creepy Conservation District 9. Autt—Puce Firs Protection District 10. Nunn Volunteer Pia Deportment District 11. Wndear—Severance Fire Protection Olstrict 12. WVldscr—Severance Fire Protection District (Bond 2023) 13. To wr of Severance NOTE. No rights —of —way ce easements, except those shown hereon, were dote rnned by this survey nor woe any research conducted to determine the existence of addlllmd tasemen te, pee the request of the dent. See ALTA plat prpered by this firm for existing easarnen Ls Sec. 28 - _58901'47"W 2627.55'_ N1/4 C� Sec. 33, 1997 Alum. Cop, L57242 x _ C1/4 Car. Sec. 33, 2008 Alum. Cop, LS 34995 WELD cuwrY ROAD M NE 1/4 See Sint Sec. 33 S88:11.43°W 2617.91' V1/4 Ccr. Sec 4, 9996 Alum. Cap, L522098 -SE 1/4- 58804:38"W 2640.07' Lot 2 ,`. /N£Cor. > Sec 4, 1974 Brass I `I \ I Cop \I \ \\ \ -.> Lot 1 I N e Ii Lot 4 0 2021 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 TO THE TOWN OF SEVERANCE A PORTION OF THE EAST 30' OF THE NE 1/4 OF SECTION 9, UN, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF THE NW 1/4 OF SECTION 10, T7N, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF SECTION 3, T7N, R67W, 6TH P.M., A PORTION OF SECTION 4, T7N, R67W, 6TH P.M., A PORTION OF SECTION 33, TBN, R67W, 6TH P.M. A PORTION OF THE WEST 30' OF SECTION 34, TBN, R67W, 6TH P.M. 4,560 ACRES 3 Sec. 27 N89'4973'0/ 262158' NE Car. Sec. .34 Brass Cop 1 I i I I E7/4 Cdr. Sec. 34 1974 Brass Cop I I I I NW 1/4 - Sec. 34 N89 31 '!O "W 5251.23' Ti SW 1/4 - TEN J189724rw 522187'_ _ 77N -NE 1/4- -1 Sec. 4 S897521'W 5251.23" \ N eW to g I 1 I I See Sheet 7 �t E1/4 Cor. Sec 4, e H 1996 J 1/4' Alum. iCop, FL 522098 I I' 41/4 Sec 4 N1/4 Coe: Sec. 9, 1994 Alum. Cop, 1.59644 W7/4 Cor. Sea 9, PKin Asphalt SE 1/4 _N8935'10'W 2622.52'. NE 1/4 Sec. 9 N8950'46'W 5266.93' So1o7r Arena Annexations /7—/S Reception No. 3110814 SE 1/4 Ia II I �Qetarr •F' See Sheet 5 I / 0' I ' r NW 1/4 - Lot J Sec. 3 N8940'58"W 5236.75' SW 1/4 .S89'46'45-6' 2527.56 NE Car. Sec 9, 1994 Alum. Cop man cr. Gw�Y ROAD 54 a I $ I See Sheet 6 NW 1/4 Sec. S89'35'491,1 5250.20' 10 £1/4 Cor. Sec. 9, 1994 Alum. Cap �I e SW 1/4 Point of Commencement Annexations No. 1 Thru No. 5 SE Cor. Sec. 9, 1997 Alum. Cap N1/4 Cor. Sec 34, 1990 Alum. Cop, LS 16401 £1/4 Car. Sec. 34 2017 Alum. Cap, LS 38452 NE Car. Sec. 3. 1974 Brass CCD E1/4 Cor Sec 4 1998 Alum. Cap N1/4 Coe. Sec 10, 2002 Alum. Cap £1/4 Cor. Sec 10, 1993 Alum. Cop (A LA O = N ' L �a,1 I'll • RI -4 ....e a ---32 CT ! DA TX n VICINITY MAP - 5000• Sic. Sec. i` 6sc. 13 — 15 14 , Sac- Sic. Sea. Sea - — 14 . 21 —` 22 23' scums ms Ller Anne 3.a R r 1 -- - S.c. 27 N Stec. - - Sea. "-' 26 l6 .� 28 i ,IR e7 ► S.c 1 Sw. S.c. Soc. . 35 J8 } '—'' •3 34 i T8N 4- . _ 1{N , _ S.o. S.c. S.c. l •-- .� 4 t 3 Sec. Y I Sac. Y Sec. Sea. Sim. 12 11 - D JO 21721 RHf SCAAR ANNEXATION BOUNDARY 4 COYWENONO AT A SOUTHEAST CORNER OF SECTION 9. 17N. R87W OF THE 6114 P.Y. COUNTY Cf VC.D. STATE CF COLORADO, WTH A NORTHING OF 1435254.24' AND AN FASTING CF 3169802.51'; THENCE 5001501'W 2620.59' ALONG THE EAST UNE OF ME SE1/4 CF SAID SECTION 9 10 THE EI/4 CORNER OF SAID SECTION 9; THENCE Ne9'50'46•W 30.00' ALONG THE NORTH UNE CF THE 5E1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF Wh1D COUNTY ROAD 19 AND 111E Zffi!F PONT OF RFCNNING, THENCE NOOD1'25"E 26512)' TO A PONT CON THE NORTH UNE CF THE NE/4 CF SAID SECTION 9; THENCE N0073'24t 2'2566' TO A POINT ON THE NORTH LINE Cr THE SEl/4 OF SECTION 4. TIN, R87W, THENCE N001743'E 1014.63'; THENCE IN A NORTHWESTERLY OIRECICN MTH A NON -TANGENT O.JRW TURNING TO THE RIGHT WTH A RADIUS OF 696.89', HJ,MNG A CHORD BEARING OF N55'5724'W AND A CHORD DISTANCE OF 356.34', HAVING A CENTRAL ANA OF 29'3720' AND AN ARC LENGTH Of 360.31'; THENCE N5111.14'W 275.50'; 11404CE IN A NOR HWES1FRLf DIRECTION WITH A NCH -TANGENT CURVE TURNING TO THE RICHT WITH A RADIUS CF 325.58', HAYING A CHORD BEARING Of N2138'20'W AND A CHORD DISTANCE OF 306.11', HAVING A CENTRAL ANGLE OF 5614'11' AND AN ARC LENGTH OF 320.54'; THENCE N06'2B'48•E 323.32' TO A PONT ON TTE NORTH UNE OF LOT 1 OF SAID SECTION 4; THENCE N12'O6.28'E 1126.72'; THENCE IN A NORTHEASTERLY DIRECRCN WITH A NON-TANCEMT CURVE TURNING TD THE RICHT WITH A RADIUS OF 503.01', HAVING A CHORD BEARING OF N2571 on At0 A 0 OR0 DISTANCE OF 360.24'. HAYING A CENTRAL ANGLE Cf 2719'18' AND AN ARC LENGTH OF 383.87; THENCE IN A NORTHERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WM A RADIUS OF 795.01', HAVING A CHORD BEARING OF N19'44'26"E AND A CHORD DISTANCE OF 550.88', HAVING A CENTRAL ANGLE CF 4072'35 AND AN ARC LENGTH OF 562.55'; THENCE NOO'4T51'W 894.78' TO A POINT ON THE NORTH LINE CF 114E SE1/4 CF SECTION 33, Tan, R67W, THENCE N00O6'33•W 2635.05' TO A PONT ON THE NORTH LANE OF 114E NE1/4 CF SAID SECTION 33; THENCE N89V1'47'E 5.00' ALONG ME NORTH LINE OF THE NE1/4 OF SAID SECTION 33 TO THE NORTHEAST CORNER OF SAID SECTCN 33; THENCE 5e9'49'13•E 5.00' ALONG THE NORTH UNE CF THE NM/4 OF SECTION 34, TBN. R67W. THENCE SOOV6'35•E 2835.03' TO A PONT M THE SOUTH LINE CF THE NWl/4 OF SAID SECTION 34; THENCE SOO'4751'c 694.75'; THENCE IN A SOUTHERLY DIRECTION 1Mm A NON -TANGENT CLRVE TURNING TO THE RIGHT WITH A RADIUS Of 805.01', HAYING A CHORD BEARING OF 50271'SVW AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06177'46' AND AN ARC LENGTH OF 88.12' TO A POINT ON THE WEST LINE OF THE SW1/4 CF SAID SECTION 34; THENCE IN A SOUTHWESTERLY DIRECTION WITH A COMPOUND TANGENT OJRW TURNING 10 THE RIGHT WITH A RADIUS OF 805.01', HAVING A O 0WD BEARING OF SZT48'16'W AND A CHORD CISTANCE OF 476.29'. HAVING A CENTRAL ANGLE OF 3474'52' MD AN MC LENGTH OF 483.33'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LETT WTH A RADIUS OF 795.01', HAYING A CHORD BEARING OF 526.21'10'W AND A CHORD DISTANCE CF 375.48'. HAVING A CENTRAL ANGLE OF 27'9'06' AND M ARC LENGTH OF 379.06; THENCE S12V8'46'W 1124.19' TO A PANT ON THE SOUTH LIME OF THE SEl/4 OF SAID SECTION 33; THENCE SO6:9'49'W 324.82'; THENCE 14 A SOUTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO ME LEFT WITH A RADIUS OF 316.8e, HAVING A CHORD BEARING Of S21'3739'E AND A CHORD DISTANCE OF 298.58'. HAVING A CENTRAL ANGLE OF 5612'50' AND AN ARC LENGTH CF 310.90'; THENCE 53111'14'E 275.38'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNNG TO THE LEFT'MTH A RADIUS OF 688.89', HAYING A CHORD BEARNG OF S86T76'02"E AND A CHORD DISTANCE OF 354.58', HAVING A CENTRAL ANGLE OF 29'49'35' AND AN ARC LENGTH OF 3'58.61' TO A PONT OWN THE EAST LIKE OF LOT 1 Of SAID SECTION 4; THENCE N A EASTERLY DIRECTION WITH A COMPOUND TANGENT CURVE 'TURNING TO ME LIFT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING or S8113'24'E AND A CHORD DISTANCE OF 3.04', HAVING A CENTRAL ANGLE OF 00'2S08' AND AN ARC LENGTH CF 5.04'; Nk7NCE S00'D6'11'E 1822-4T TD A PANT ON ME 50.1114 LNE Cf THE NWI/4 OF SECTION 3. 175. R67W; THENCE SOOV3'O2•W 2725.63' TO A PONT ON THE SOUTH UNE OF THE SW1/4 OF SAID SECTION 3; THENCE SCOZ6'OV"E 2653.24' 10 A PONT AT THE WTERSECTITt OF THE NORTH LWE OF THE SW1/4 Of SECTION 10, T7N, R57W, WITH THE EAST RIO-IT-Cr-WAY OF WELD COUNTY ROAD 19; THENCE NOC39'50'W 2553.30' 70 A PONT ON THE HORN UNE OF THE NWI/'. OF SAID SECTION 10; THENCE NCO -14118'W 1095.75 TO A POINT ON 114E WEST LINE OF THE SWA/4 OF SAID SECTION 3; THENCE SCO"40'43'W 1095.87' TO A POINT ON THE SOUTH UNE CF THE SEI/4 OF SAID SECTION 4; THENCE 50015'11'W 2553.23' TO THE )R]JE PONT Or RFC7NNINC CONTAINS 4.560 ACRES MORE CR LESS ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM CF 1983, NORTH ZONE. U.S SURVEY FEET. CONTIIE.ITY - 7496' PERIMETER - 35253' RATIO 1:4.8 QIRVF'rrR'f CFRTInrATr L LCRE4 K. SHANKS, A REQSTERED PROFE_SSONAL UN'D SURVEYOR IN NE STATE Cr CCLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY TH15 PUT WAS MADE UNDER MY PERSONAL SIPER'SON, AND THAT MS PUT S M ACCURATE REPRESENTA1#4 THEREOF AND THAT NO LESS THAN ONE-SXTH (1/5) OF THE PERIMETER OF THE AREA AS SHOWN HEREON IS CONTIGUOUS WTH THE DUSTING BOUNDARES OF THE TOWN OF SEVERANCE. COLORADO. I FURTHER CERTIFY THAT THE SURVEY AND THIS PUT CC4PUES PATH ALL APPUCATS r RULES, RECULATAN5 AND LAWS CF THE STATE CF COLORADO, STATE BOARD CF RECISTRATICN FOR PROFESSIONAL ENGINEERS AND PRCfESSONAL LAND SURVEYORS MID WELD COUNTY. LOTei K. SHANKS, COLORADO REOSIHATI0N HO. 26286 FOR AND ON BEHALF OF UINTAH ENOhEr.WNG ANO LAND SURVEYING LLC, MAYOR'S CT:RTIFIC'ATF THIS IS TO CERTIFY THAT THE WTHIN PUT WAS APPROVED BY RESOLUTION NO. Cr THE TOWN Cf SEARAI- E, COUNTY Of WELD, STATE OF COLORADO ADOPTED ON THE DAY OF 20— A.O. AND THAT THE TERRITORY THEREIN DESC7NATED MADE APART OF SAD TOWN OF a-VERMCE AND INCLUDED WITHIN THE LIMITS MD JURISDICTION THEREOF SEVERANCE. ATTEST: ATTEST: TOWS MEN% MAYOR TOWN DII2NFTWSnEW RENEWED THIS DAY CF 201_ TORN DNONEER TDW.N PIIHHNG RENEW REMEMED TADS DAY OF 201_, TOWN PLANNER PLANNING CO MWSSIEN APPROVAL APPROVED THIS DAY CF 201 , 01 AIRMAN. SEVERANCE PUNN?NC COMMISSION PRELIMINARY Tr N0C4:IX47SEAU NOT AC R/CTMD° FOR 117 PC2PO1l Ae'DMALL .SOT 1K MUM InIrRDOR NE ) 070V Al A RIVAL aTnTrr DOrixDWr. a4rz. rraaC1 0 0 to 0 0 0 a e SCALE 1' = 600' BASS Or BEARINGS - COLORADO COORDINA it SYSIEV fl 1984 NORTH ZONE LEGEND OF SYMBOLS & ABBREVIATIONS O 0 DIMENSION CORNER ONLY US PUBLIC LAND SURVEY SECTION CORNER US PUBLIC LAND SURVEY QUARTER SECTION CORNER US PUBLIC LAND SURVEY 1/16 SECTION CORNER TOWN OF SEVERANCE BOUNDARY 2021 BHS SOLAR ANNEXATION AM) ZONING MAP NO. 4 PORTIONS OF SECTIONS 3, 4, 9 & 10, T7N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 33 & 34, T8N, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 I I I / I / I I I / I I I -NE 1/4 I 1 / Sec. 4 SE 1/4 I F70 COUNT( ROAD 844 L2 L31 I Sec. 9 I 30'- 4 L1 L32 E1/4 Car. Sec. 9, 1994 Alum. Cop a Point of e 1 ni No. 5 N8950'46 "W J0.00' Saddler Arena Annexations 07—/5 Reception No. 3110814 0 0 et /- L27 \ L30 Sec. 3 I SW 1/4 Ann` aUon No. 3 LL 1 \ NE 1/4 1 N I , N \ 2021 BHS SCLAR ANNEXA 77CW NO. 4 SE 1/4 ---J MUD LUETY ROAD 84 2021 BHS SOLAR ANNEXAI7GN NO. 4 ri 30' 60' ROW S W 28 7/16 Section Line 29 Octal "E" 7-= 1501 In N O \ I I I I I I 1 I 1 NW 1/41 2021 BHS SOLAR ANN£XA770N NO. J 2021 BHS SOLAR I ANNEXA770N NO. 2 I I Sec. 10 2021 BHS SOLAR I ANN£XA 170N NO. 1 / I 1/4 Sec-fb, L1,. I Semi -once Weld County Road 19 Annexation — Reception Na 4395121 I 0 In SCALE 1" = 150' TO THE TOWN OF SEVERANCE A PORTION OF THE EAST 301 OF THE NE114 OF SECTION 9, UN, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF THE NW1/4 OF SECTION 10, UN, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF SECTION 3, T7N, R67W, 6TH P.M., A PORTION OF SECTION 4, T7N, R67W, 6TH P.M., A PORTION OF SECTION 33, TBN, R67W, 6TH P.M. A PORTION OF THE WEST 30' OF SECTION 34, TON, R67W, 6TH P.M. 4.560 ACRES I N J I \ lot \ $a SW 1/4 NE Co.-. Sec. 9, 1994 Alum. Cop oI NW 1/4 / I/ 2021 BHS SOLAR ANNEXATION NO 3 BASIS OF BEARINGS.. COLORADO COOROINA 7E SYSTEM OF 198J, NCW It1 CUNT I / 2 NE1/4 Sec. 4 1/4 Sectksn I Lt. SE 1/4 30' 2021 BHS SOLAR ANN£XA 77ON NO. 4 UNE TABLE LINE BEARING DISTANCE LI NO0'01'25"E 2653.23' L2 MOO -23'24"E 2725.66' L3 NO0'17'43'E 1814.03' L25 500'06'11'E 1822.47' L27 S00'03'02"W 2725.63' L28 50026'05"E 2653.24' L29 NOO'39'50"W 2653.30' L30 N00'14'18 -W 1095.75' L31 500'40'43'W 1095.87' L32 500'15'11"W 2653.23' 2021 BHS SOLAR ANNEXA 77L]Y NO. 4 N 0' T� Is! NW 1/4 Sec. 3 N. /NE 1/4 / / / £1/4 bor. Sec. 4, 1996 3 1/4' Alum. Cap, PLS2209B I I SW 1/4 I / / N -J 2021 5115 SOLAR ANNEXATION NO. 3 2021 BHS SOLAR ANNEXA 170? NO. 4 / tI SE 1/4 RI liaa LXLWrY ROAD 84 / I I I I I I I I I L SE I I \ \ Sec. 9 I-RSW 1/4 \ NE 1/4 I ,' I I I I I I I r I Sec. 1/4 \ • 4 • /1 ! I \ , Annexation No. 3 LEGEND OF SYMBOLS & .ABBBEVIATIONS f O US PUBLIC LAND SURVEY SECTION CORNER US PUBLIC LAND SURVEY QUARTER SECTION CORNER US PUBLIC LAND SURVEY 1/16 SECTION CORNER TOWN OF SEVERANCE BOUNDARY o DIMENSION CORNER ONLY u a N ; Q' �_ wp I DLAWN RY: P.R. ] 4 o p —. 'i Ql P 7 I g cn O an DATA WY NE Coe. / Sec 9, 1994 Alum. ,% Cap 1' I I .' Cl NW 1/4 I 2021 ENS SOLAR ANNEXA 170Y NO. J PRELL WIN4RY • 7XIS an' =Au Nor a essoner 4.10* 1 aPOSIA DMAL1.V,O1 S 43[A Yawn*Of a maws A FOUL ffl7 DOCL7C7. DAM astir 0 L2 if NW 1/4\ \ \ \ 7/4 Section L.h. Sec. 3 2021 Sn'S SOUR rANNEXATION NO. 4 a' 1 1. 427 L31 r U L4 I I I 1 1 1 1 I 1/78 S.ctb, Li,. SW 1/4 -1 I I I I I I / I / I I / 5 Q tn Octal! "F" 1" = 150' in N b Sec. 10 NW f,/4 / / / C In SCALE 1" d 150' / / 1 / I I 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 PORTIONS OF SECTIONS 3, 4, 9 & 10, T7N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 33 & 34, T8N, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO I I I I / / Sec. 33 SE 1/4 I I I I I I I I I I r \ 2027 BHS SOLAR ANNEXATION Na 4 r I I / I LOT I / 1 / x-100' / 2021 BNS SOUR \ ( ANNEXA 17 N N0. 4 1 1 / E'9 07 meto ato 97V C9 C1 \ \ \ \ \ \ Section .33 Section 4 \ 'CS I >eN �, \ *y \ tO TBN 17N J 2027 BHS SOLAR ANNEXATION Na 4 \ Sec. 4 \ E1/4 Cot. Sec. 4, 1996 J 1/4" Alum. Cop, PLS22098 \ \ I \ \ \ • • et • • • \1 J 30' --1 ! I. \I SE 1/4 +' \ A • • 0 In 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 TO THE TOWN OF SEVERANCE A PORTION OF THE EAST 30' OF THE NE1/4 OF SECTION 9, 17N, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF THE NW1/4 OF SECTION 10, T7N, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF SECTION 3, T7N, R67W, 6TH P.M., A PORTION OF SECTION 4, T7N, R67W, 6TH P.M., A PORTION OF SECTION 33, TBN, R67W, 6TH P.M. A PORTION OF THE WEST 30' OF SECTION 34, T8N, R67W, 6TH P.M. 4.560 ACRES t \ 1/16 Setter, Lite 30' — 60' ROW CURVE TABLE CURVE CHORD BEARING CHORD DISTANCE ARC LENGTH CENTRAL ANGLE RADIUS Cl N65'5724'W 356.34' 360.31' 29'32'20' 698.89' C2 N21'38'20'W 308.11' 320.84' 5614'11' 326.88' C3 N2621'03"E 380.24' 383.87' 2719'18' 805.01' C4 N19'44'25"E 550.88' 562.55' 40'32'32" 795.01' C5 502'31'57W 86.08' 86.12' 6'07'46' 805.01' C6 522'48'16"W 476.29' 483.53' 34'24'52' 805.01' C7 526'21'10'W 375.48' 379.06' 2719'06' 795.01' C8 S21'37'39'E 298.58' 310.90' 5612'50" 316.88' C9 566'06'02"E 354.58' 358.61' 29'49'35' 688.89' 2021 BHS SOLAR ANNEXA 77GW NO 4 1 I Sec. 1/4 Seek., the I I I Il 1 I I 1 I 3 I I / Detail "G" 1 " = 750' r"• b 0 U, SCALE 1' = 150' LINE TABLE UNE BEARING DISTANCE L2 N0023'24'E 2725.66' L3 N0017'43'E 1814.03' L5 N5111'14"W 275.50' L7 N0628'46"E 323.32' LB N12'08'28"E 1126.72' L11 NO0'47'51"W 694.78' L12 NOO'06'35'W 2635.05' L15 500'06'35"E 2535.03' L16 500'47'51'E 694.75' L20 512-08'46'w 1124.19' L21 S0629'49'W 324.82' L23 55111'14"E 275.38' L26 S00'06'11'E 1822.47 L27 500'03'02"W 2725.63' a Q0 7 o 4 DRAWN NY: P.B. 1 O a N s'P o 9.P4r CO r .71 ITV tin M ItteSOYI NE 1/4 / /1 I / 1 E1/4 Car. Sec. 3J, 1974 Bross Cop 1 4 S.cUcn Li'. I Sec. 33 Y1 Q I 3\ • SE 1/4 / / l I I / / l I // 7 / I I I I I I I I I I I I I I I ISection 33 Section 4 0 In LOT I T7% 4/ / r. J \ • • • • • • • • • • • • • • `, / / / / / / / / I / /Sec. SE 1/4 1/76 Serlirn this IIU {U1 / 1 1✓ Detail "H" 1" = 150' to n b 0 In SCALE 1' = 150' 33 /<.• 1 I / / / 70o' r 1 ( 7 / I 1 I I I I I I • • / / 2021 BHS SOLAR ANNEXA naN Na 4 NW 1/4 1 i Sec. 34 / O 1 / / Q 1 SW 1%4 ,( / / 11 / / NE1/4! 202! BHS SOLAR ANNEX/Iraq Na 4 0 • 50' 80' ROW / / / / / / s 1 J mI 1� V1 I I^ 30' J t to / / In U Section J3 / / / / BASIS OF BEARINGS: COLORADO COCRDINAtE SYSTEM OF 198. NOR7N ZONE tri / i 1/4 Section the 2021 OHS SOLAR ANNEXA 17aN Na 4 I / I I 1 I I 1 I I I I I I I I I I Sec. 34 / /I / I I / I PRELLMILT ARY 77173 POCz.a+rMK4LL CT Alt RZC OIDZD rrir 4'8? 127IP SQA D SE.0 '*7 at MCA raaMZD Oa h U rt) LION 414 1LY.L R7ST'DOCTMYT. DAIL IN- !I an/ LEGEND OF SYMBOLS* ABBREVIATIONS L oC C� o DIMENSION CORNER ONLY US PUBUC LAND SURVEY SECTION CORNER US PUBLIC LAND SURVEY QUARTER SECTION CORNER US PUBLIC LAND SURVEY 1/16 SECTION CORNER TOWN OF SEVEFANCE BOUNDARY 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 PORTIONS OF SECTIONS 3, 4, 9 & 10, T7N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 33 & 34, T8N, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 I / / Sec. 28 SE1/4 / / / / / SID SSW SS I I I I I I I I I I I I I I INE 1/4 I I 1 i I I I I I 1 1 1 1 11 Sec. 33 n h El n� M yl in J \ Sec. 27 \ SW 1/4 \ r 5 vim 50 J • • • ♦ • 1/16 Section Lite • .♦ TO THE TOWN OF SEVERANCE A PORTION OF THE EAST 30' OF THE NE1/4 OF SECTION 9, T7N, R67W, 6TH P.M., A PORTION OF THE WEST 30' OF THE NW1/4 OF SECTION 10, T7N, R67W. 6TH P.M., A PORTION OF THE WEST 30' OF SECTION 3, T7N, R67W, 6TH P.M.. A PORTION OF SECTION 4, T7N, R67W, 6TH P.M.. A PORTION OF SECTION 33, TBN, R67W, 6TH P.M. A PORTION OF THE WEST 30' OF SECTION 34, T8N, R67W, 6TH P.M. 4.560 ACRES ± 1 1 1 1 ♦ I♦ • ♦♦ • • • • • • • ♦♦ I I I I I NW 1/4 --I 2021 ORS SOLAR ANNEXA 1RaV NO 4 I I I I I I I I / / I I Sec. 28 SE 1/4 t a 4 L1 Section 28 Section 27 I I C LYXNIY *04D as \ ♦� p l Sec. 33 t NE 1/4 EI \I I NE1/4 I -----7 E1/4 Car. 1 Sec 33 f / 1, 1974 Brass I Sec. cop 133 P II I'i Sec. 34 I 1 � i tq 1/. Section Lim I I a‘ it I 1 t Settlers Lb. f ---------- I— 30' I-- 8O' ROW m ---------/--- SW 1/4 / NFL'./ Petoil "I" 1" = 150' n b in SCALE 1' = 150' I / / / / --------- SE 1/4 NE Car. Sec 34 Bross Cop In N Sec. 27 SW 1/4 14 \ n `2021 BF1S SOAR ANN:JU ROR NO 4 UNE TABLE LINE BEARING DISTANCE L11 NOO'47'5I-W 694.78' L12 NOO'06'35'W 2635.05' LI 5 SOO'06'35'E 2635.03' L16 SOO-47'51'E 694.75' 2021 FINS SOLAR ANNEXA110N Na 4 NW 1/4 Sec. 34 tt S I SW 1/4 PRELIMINARY faa<tdOCTSWrFMttL lelE SSCOSo l4or.4NY t ONalt SAL MAYS:ma ra1m0R tlaavtar404A 41afrrIO[: T. /N fat fl,S v+ "ig H-2476 (DRAWN BY: Pt I 00 y s; i; o s* n n0 DAYS r I a I I I / / Sec. 34 NW 1/4 BASS Cr BEARINGS COLORADO COORDINATE SYSTEM Or 198.1 NORM ZONE LEGEND OF SYMBOLS & ABBREVIATIONS O 0 DIMENSION CORNER ONLY US PUBUC LAND SURVEY SECTION CORNER US PUBUC LAND SURVEY QUARTER SECTION CORNER US PUBLIC LAND SURVEY 1/16 SECTION CORNER TOWN OF SEVERANCE BOUNDARY 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 4 PORTIONS OF SECTIONS 3, 4, 9 & 10, T7N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 33 & 34, T8N, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO • 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 TO THE TOWN OF SEVERANCE PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, TBN, R67W, 6TH P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6TH P.M., 2159 252 ACRES ± 21 ' t f<fM AAC•3l -, ' 6 00104OA AT A rrrICAST CDIDO 0 CC 0. T7P. ne7n Or DC rot ►IL 0aM1TY 0 IOA STATE 0 CLILR/04 ffim A MOM'94IC CI I4M73t7: NO M LATINO CAI 37504 132.111 DCC scouro t 2StS 00 DC CAST LK Cf TIC 11/4 0 SAO 1L1134 t 1D 17C Cl/4 WIC 0 SAO MCC R 1MD4CC Paf3Cw1 ]007 MDC DC CO LW OC lit 11/4 Cr SAD SSC1iQI t TO Anna Of M SOT DO4T-0-107 iiir 0013 COti(TY ICAO ii MO lit $1C NarT Fr rraArr DO1Z Mac M '6f M04T-0f-RAY Cf MD Walt MOAO It DC Fa1DMO Der 0301[2 tin 1 10712201 20.17E IAAAUC. MO 30 007 a1 M CAST 1K 0 DCC 14l/♦ 0 SAO WOf01 S 10 A PDCI OM 1 C ION UtC O THE In/4 or SAO X'104 R t 1WI313t 1770X11 PAIMJ.C. PAO W MT O M CAST 1K O DC r7/4 0 IOW 4, THL Fern la A Fora Of M Nf414 LK Cr DR sn/4 0' SAO rat t 31 Mo0c6'wt 1791.22' ►ARM13L no id CT Or M CAST MC COMMA Cr SAC QCCa4 44 4 00 A IC4-TMK((t CAME 11SUM0 10 INC NOWT WM A MAOUS 6 elan', MAMMO A 000 CSC 0 1IMOYNI AM A OCO ?PAC Cr 34021 west A COAL RIG( Or 317(11' AIO AN MC LRCM OF 35113.1 31 n111114'17 274M'; / MOM➢ A TRCT 041[ RAMC To M WIT aM A RAAUS r7 at, Maw A DAM Coo 0' L01'4tbty ND A 0400 comma Cr .131St. NMI➢ A want AAn( 0 1m'LY MO M MC LDC04 0 346.4': 71 140rtwt 311W N A Pr Of 1R MOON tilt 0 121 I aF SAO MCC 41 1 111111547e1 030 ALD10 DC J OTDI tK or LOT 1 0 SAO SODOM 44 t) MI741'30t 1141251 10) MOM A TWAT C RR 1t1MO N Dt 110111ID1 A RAOtS O SaODC. MAM40 A 0.100 tAaC Cr MTT71'Ott MAO A DO0 RTAAC 0 401.44', RAMC A mCRM Ma( a' IT tit AM M MC tD4011 Or 401,71 II) ALCM A COS( TRICOT 004 CAMPO N M LOT ■I AMMO Cr Tsar. MAWO A 000 WAC Cr N113t1Ct WA 0040 (=MCC Cr St.It, HAW[ A COMM. 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PARCEL ZONMG TABLE OWNER WELD COUNTY TAX ASSESSOR PARCEL 0 / PARCEL SECTION, TOWNSHIP RANGE SEVERANCE ZRING SPARS tic 055514000OD3 SW1/4 514 TBN R67W RURAL RESIDENTIAL AGRICULTURAL SPARS LLC PORTION a 055523000001 PORTION a S23 18M R67W RURAL RESIDENTIAL AGRICULTURAL SPARS TLC 055327000017 S27 TM R67W PORTION — RURAL RESDENTIAL AGRICULTURAL ENERPUJS RESOURCES (USA) CORPORATION PORITON a 055326Qo0003 PORTION OF SWI/4 $26 TEN R67W PCRTMN — RURAL RESIDENTIAL AGRICULTURAL BERRADO HOLOMGS. PORTION or PCRT10N OF NW1/4 535 Tam R67W RURAL RESIDENTIAL AGRICULTURALLIZ055535000001 BERRA00 HIX.DINf3. LLC 053535000014 NEl/4 535 TBN R677, RURAL RESDENTIAL AGRICULTURAL BERRADO HOLDINGS, LLC PORTION OF nccci5000002 PORTION OF 51/2 535 Ten R67W RURAL RE9OENTIAL ACitl(XJL111RAL 'INRURAL L BERG— RAMSEY t TERRY W. RAMSEY RAMSEY PORTION OF 070502000012 (1/2 NWI/4 S2 TIN R67 RURAL RESIDENTIAL AGRICULTURAL DRAKE CARLETON PARTNERSHIP WP PORTION a 070502000015 PORTION a SW1/4 & W1/2NWI/4 $2 T7N R67W RURAL RESIDENTIAL AGRICULTURAL VPLC!NITY MAP L_- Eta. _. f Sec. Rio. 13 15 11 t i Sec Soo. Sec. Svc. -- 21 . 2 . 21 29 �. . 2.1 ( 217I DRS far Aaaa sA s, SIC SOC., 271 5 J Sm . — .B A 28 J 1 R 66 l4' .— 1 Sm. Svc. Sv Sec. Sec. Sea' F . R 67 Rr • -- 33 81 36 ` TBN W _77)1 Sec. SC. ■ ■ S.a 4 3 �ar Sec1 2S Set. I Sec. Sec. Sea„____, 1s 11 D 10 N BASS OF BEARINGS - COLORADO CT20?DINA7E SYS7SL/ Cr 194?.x NORTH ZONE CIRVFYDR'i CnATFr_ATF L LORIN K. SHANKS. A REGISTERED PRCFFSSCr1AL LAND SURVEYOR IN THE STATE OF COLORATA, DO HEREBY CERTIFY THAT THE SUR rEY REPRESENTED BY THIS PUT WAS MADE UNDER MY PERSONAL SUPERVISOR, AND THAT THIS PLAT IS AN ACQJRATE REPRESENTATION THEREOF AND THAT NO LESS THAN ONE-SXTH (1/6) OF THE PERIMETER a THE )AEA AS SHOWN HEREON IS COHDQ)OUS WITH THE EJOSTINC BOUNDARIES OF THE TOWN OF SEVERANCE. COLORADO. I FURTHER CERTFY THAT THE SURVEY AND THIS PLAT COMPLIES WITH AU. APPLICABLE RULES, REGULATIONS APo LAWS Of THE STATE OF COLORADO, STATE BOARD a REGISTRATION FCR PROFESSIONAL ENGINEERS AND PROFESSIONAL LANG SURVEYORS, AND WELD COUNTY. LIMN It SHANKS, COLORADO REGISTRATION N0. 26265 FOR AND CN BEHALF OF UINT/W ENGINEERING AND LAND SURVEYWC, LLC FiliDOMITY OWNER'S CERTIFICATE - SAABS LIZ SWI/4 SECTION 14, ALL OF SECTION 23, ALL OF SECTION 27 LESS CANAL- TON, R67W L HEREBY CERIFY THAT I AM THE OWNER OF A PORTION OF THE PROPERTY SHOWN AND DESCRIBED HEREON, AND THAT I HEREBY REQUEST THIS ANNEXATION INTO THE TOWN OF SEVERANCE WITH MY 0WN FREE CONSENT, FOR AND ON BEHALF OF SPABS LIS BY SAABS LLC, REPRESENTATIVE STATE a COLORADO COUNTY OF 55 THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE ME This DAY a 20 MY COMMISSION EXPIRES WITNESS MY HAND AND SEAL NOTARY PUBLIC PROPERTY DINER'S FSRT1FICATE - FWRRAXIO HM mac. II Q, ALL OF SECTION 33, TBN, R67W I, HEREBY CERTIFY THAT I AM THE OWNER OF A PORTION OF THE PROPERTY SHOWN AND DESCRIBED HEREON, AND THAT I HEREBY REQUEST THIS ANNEXATION INTO THE TOWN OF SEVERANCE WITH MY OWN FREE CONSENT, FOR AND ON BEHALF GE BERRADO HOLDINGS. tic BY BERRADO HOLDINGS. tLC STATE OF COLORADO GXXUNT( OF vs THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE WE THIS DAY OF . 20 MY CtMWSSCN EXPIRES WITNESS MY HAND AND SEAL NOTARY PUBUC ❑RUES CART MIN PARTNERSHIP. WC C LOT C OF RECORDED DEMPTICN NO. 0705-02-3 RE -2945 RECORDED MARCH 26, 2001 AT BFCFPTIFD4 NFL 2834816 AND CORRECTION AFt1DANT RECORDED JUNE 4. 2001 AT RECEPTION NO 2834777 I, HEREBY CERTIFY THAT I AM THE OWNER OF A PORTION OF THE PROPERTY 910WN AND DESCRIBED HEREON. AND THAT I HEREBY REQUEST MS ANNEXATION INTO THE TOWN OF SEVERANCE WITH MY OWN FREE CONSENT. FOR MD COI BEHALF OF BERRADO HOLDINGS, US BY DRAKE CAiIETON PARTNERSHP. ULC STATE OF COLORADO COUNTY OF ss 'THE FOREGOING CERTIFICATION WAS ACKNOWLEDGED BEFORE WE THIS DAY OF 20 MY GY%4W SIQN EXPIRES WITNESS MY HAND AND SEAL NOTARY PL13UC PROPERTY OWNER'S CERTIFICATE - EHLWI US RESOURCES fUSA1 COMOS5205. SW1/4 SECTION 26, TBN, R67W I, HERESY CERTIFY THAT I AM THE OWNER a A PORTION OF THE PROPERTY SHOWN AND DESCRIBED HEREON, AND THAT HEREBY REQUEST THIS ANNEXATION INTO THE TOWN OF SEVERANCE WITH MY OWN FREE OONSENT, FCR AND ON BEHALF OF ENEtWWS RESOURCES (USA) CORPORATION INC. BY _ ENERPLUS RESOURCES (USA) CORPORATION, REPRESENTATIVE STATE OF COLORADO ) )SS COUNTY OF THE F0RECONC 3R1IFRCATIO4 WAS ACKNOWLEDGE] EEFONE ME THIS DAYa , 20 WY COMMISSION 7fPIRES W INESS MY HAAA AND SEAL NOTARY PUBLIC L. RG -RAils Y ET/2NW1/4 SECTION 2, T7N, R67W L HEREBY CERTIFY THAT I AM THE 01W.ER OF A PORTION OF THE PROPERTY SHOWN AND DESCRIBED HEREON, AND THAT HEREBY REQUEST THIS ANNEXATION INTO THE TOWN Cr SEVERANCE WITH WY 01171 FREE CONSENT, FOR AND ON BEHALF TERRY W. RAMSEY AND .ENNIFER L BERG-RAMSEY BY TERRY W. RAMSEY. REPRESENTATIVE STATE OF COLORADO COUNTY OF ss ) TYE F0REGONG rTIFICATION WAS ACKNOWLEDGED BEFORE ME THIS __DAY CF , 20 WY COMMISSION EXPIRES WITNESS MY HAND AND SEAL NOTARY PUBLIC MAYOR'S I}RTTFlCAIF THIS IS TO CERTIFY THAT THE &THIN PLAT WAS APPROVED BY RESOLUTION NO. OF THE TOWN OF SEVERANCE. COUNTY OF WELD. STATE OF COLORADO ADOPTED ON THE DAY OF 20 , A0. AND THAT THE TERRITORY THERON DESIGNATED MADE APART OF SAID TOWN OF SEVERANCE AND INCLUDED WITHIN THE LIMITS AND JIRISCICTION THEREOF' SEVERANCE AT;2]1: ATTEST: 101N CLERK MAYOR TOWN ENGINE;RS RFMEW REVIEWED THIS DAY OF TOWN ENONEDI FIR PI ANN114G RENEW 201 REVIEWED THIS DAY OF 201 APPROVED THIS DAY OF 201 TOWN PLANNER Pt JNNNf7 iOMMISt1O4 APPROV CHAIRMAN. SEVERANCE PLANNING COMMISSON PJRELLKINARY TES 20EL7rynwANUS C.I VT= RLEORDCP POD AST flat A'amku 10SAtt Whig ray= Of JAW War ASA Dii4L flatD10ETOR17. PAIL !11.2¢1 it est O '-h a MIA 1000 It 'Dili VHYOILI t d :A8 N& WQ ILO a711 IT af130a mtnAL HDSTUDCTS StDj/ct property Uen within the fdlwhq spacial districts 1. Alms Camw&Hy Colege 2. High Plain' LJbro y District 3. QeavMM Lbrory District 4. Northern CS .4., Water C nsenmcy District 5. Weld RE -4 School District 6. Weld RE -9 School District 7. Wald County Government Office Q West Greeley Conservation District 9. Ault—Plarce Flo Protection District 10. Nunn Volunteer Fire Department Dlstrlct 11. Windsor —Severance Fire Protection District 12. Windsor—Savrancs Firs Protection District (Bond 2023) 13. Town of Severance NOTE No r1{ht1—of—Hoy or eanementi, except those then hereon. Dare deterTnned by Vita survey, not was any re.Lorch conO7cted to det/m11rs the caattanQS of additional scesment& per tie request of the Slant See ALTA plot prepared by this firm for raiding saaernentt 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, T8N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 TO THE TOWN OF SEVERANCE PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, T8N, R67W, 6TH P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6TH P.M., 2159.252 ACRES ± LINE TABLE LINE BEARING DISTANCE 1.114 N00'34'21"E 2599.57 L116 N89'49'52'E 2634.84' L117 N00'48'46'E 526.03' L136 NOO'48'46'E 2015.62' 1.138 N89'28'38'E 2526.46' L139 NO3'05'48'E 2609.79' 1.140 NO3'05"46"E 2639.85' L141 NO0'30'47'E 2640.21' L142 N89'16'54"E 2565.55' L143 50017'03'W 2650.69' L144 N89'3''39'E 2546.15' L145 SOI'3S'50"W 2561.86' L146 S01'3S'47"W 2661.83' L148 N89'55'35"W 2611.34' L149 N89'55'28"W 2641.07' L150 S00'50'14"W 2631.66' $7/4 Car. Sec 4 W7/4 Car. Sec 9, PK in Asphalt I NW 1/4 LINE TABLE UNE BEARING DISTANCE L151 S00'49'48'W 2556.42' L152 N89'43'52"E 971.37' L153 N0014'56"W 1260.00' L154 N89'43'52 E 1686.18' L155 500'56'36-W 1365.30' L156 N69'45'05"E 2631.62' L157 S00'16'24'W 2711.14' L158 S00'16'17'W 2711.26' L.159 N89'11'40'W 2609.91' 1.160 S0029'18'E 2669.97' L161 589'45'45-W 1091.30' L184 NO0'10'58"W 2717.11' L165 N00'11'37"W 2662.60' L166 NOO'11'18'W 2663.05' L188 N89'49'25'14 2623.77' 1189 N89'49'13'W 2593.58' N' ° ( — °!-- T o' wtiI� �I I/4 S.ctbn Lb. Sec. \ 28 SW 1/4 NW 1/4 - 47/4 Ca-. Sec. 1987 Alum. Cop, LS 20701 -SW 1/4 I / 'Edo. of WI -al- Way r ROW 90 N1/4 Cor. Sec 27, m 1989 Alum. Cop n In NE 1/4 L115 + L116 N1/4 Cor. Sec. 33, 1997 Alum. Cop, L57242 Sec. 33 / � o NE 1/4 - i7etrt7 ?Y'� So* Sw.S U s« 9 n( 12 SE 1/4II - 111/4 Cor. Sec. 4, 1996 Alum. Cop, L522098 T8N r_ 7711 LOT 4 1 LOT 3 -NW 1/4— SW 1/4 NW 1/4 LOT 2 Sec. 4 NI/4 Cor. Sec. 9, 1994 Alum. Cop, LS9644 Sec. 9 Sadder Arena Annexations /1-/5 Reception Na 3110814 NE 1/4 - S.. Shod 11 1 tA b h4 O• / NW 1/4 L138 Section 22 Section 27 (dips of r RltiI t —e F- sty Sec. 15 Sec. 22 SW\ 1/4 1, NW 1/4- Petad '0' E1/4 Car. Sec. al, 1974 Brass Cop In NE Cor. Sec 4, 1974 Bross Cop LOT 4 LOT 3 NW 1/4— E1/4 Cor Sec. 4, 1996 J 1/4" Alum. Cap, PLS22098 "'NE Ca! Sec. 9, 1994 Alum. I Cap io N h tin W1/4 Car Sec. 14, 1989 Alum. Cap, L S16401 NW Car. Sec 23. 1989 Alum. Cap, L516401 NE 1/4 I$1/4 Car. Sec 23, 2017 Alum. Cep, LS2828S SE 1/4- I 1 L138 £ep..f R1,}11-ef-Ilby t. 187 on}' Taw 77.1 NE1/4_> LOT 2 , 30' / I Section 34 Section J SW Cor. Sec JS 1974 Bross Cop• \ 1 3 tt SW 1/4 NW 1/4 — El/4 Co.'-. Sec 9, 1994 Alum. Cop NE 1/4 Sec 01 Section J5 1.163 Section 2 / SE 1/4 — I\ _ NI/4 Cor. Sec. 10, 2002 Alum. Cop Sec. 10 Coc 6 1-$m o SSpp w O ° E1 q 2 m° 3 un Paint of Commencement Annexations No. 1 Pau No, 5 SE Cor. Sec. 9, 1997 Alum. Cop E1/4 Car. Sec 10, 199J Alum. Cop iPo 2; is" x 4_ O N a �:0, 2 r, � mob 10.1 J .to O471 It L142 SW 1/4 SPABS LLC r ',Section 22 'Section 27 (` e. Ea* ✓ R4.W—of--$by £1/4 Cot. Sec 27, 1990 Alum. Cap, LS15401 I SW 1/4 L154 Sec. 51/4 Cor. Sec 23 2000 AArm. Cap, 1.516401 14 C1/4 Car. Sec 14, 1999 Alum.Cop, 1516401 S1/4 Cor. Sec. 14, 1999 Alum. Cap, L576401 Esy. of r-of-Wcy b \- -NE 1/4 ROAD PO + _ Section 23 1 Section 26 1.149/ NE Car. Sec. 27, •1974 Brass Cop ENEAPLUS RESOURCES (USA) CORPORATION OU[E CAE -LILT' LLL7 NW 1/4 S1/4 Car Sec 26, 1994 Alum. Cop, LS7242 --1-- NE 1/4 BFRAADO HOLDINGS, LLC S7/4 Cor. Sec. 35. 1998 Alum. Cop, 1.512374 Sec. 11 NE 1/4 NE Ca. Sec 2J, 19.99 Alum. Cop, LS16401 NW 1/4 E1/4 Cot Sec 23, 2000 A/um. Cop, L516401 \SE' Car. Sec 23, 1974 Brass Cop NE Cor. Sec. J5, 1994 A/um. Cap, L57242 n Lel 7.5 E1/4 Car. Sec. J5, 1994 Alum. Cop, LS7242 NE Car. Sec. 23, 1999 Alum. Cop, L516401 eol 30'/ 13 Sec. 24 I \ Sec. —SE 1/4 — NE 1/4 — SE 1/4— £Dga of RIQtt-of-Oby —NE 1/4 MEzn RaW X Edge— of Rlttt-afMtry SW 1/4 - SE Car. Sec 35, 1974 Bross Cop £ 1/4 Cot. Sec. Z 1998 Alum.Cap, LS12374 SE 1/4 SW 1/4- NW 1/4 Sec. PRELIMINARY n�socater soma Norm Aar =/ae.rY PCPPOSt AY AWACS 11071., CC rano 09 IMMO Malt AS A ! AAL Wit DOCIM T. DAM MIJ.itt 0 a /-LSec. 25 Sec. 36 0 0 In b SE 1/4 NE 1/4 SE 1/4 0 0 0 SCALE 1' 1000' BASIS OF BEARINGS. COLORADO COORDINAIF SYS7Ei/ OF 1984 Nam ZONE LEGEND OF SYNCBOLS & ABBREVIATIONS US PUBUC LAND SURVEY SECTION CORNER US PUBUC LAND SURVEY QUARTER SECTION CORNER US PUBLIC LAND SURVEY 1/16 SECTION CORNER I= TOWN OF SEVERANCE BOUNDARY 0 DIMENSION CORNER ONLY 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, T8N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10. TIN, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO 2021 BITS SOLAR ANNEXATION AND ZONING TO THE TOWN PORTIONS OF SECTIONS 14, 23, AND PORTIONS OF SECTIONS 2021 BHS SOUR ANNEXA1/LiY NO. J 2159.252 202/ BHS SOUR 2021 BHS SOUR ANNEXATION NQ 4 ANNEXA770N NO. 4 2021 BHS SOYA 2021 BHS SOLAR ANNEXA 77CN NO. 5 ANN£XA 77ON NO. 5 MAP NO. 5 OF SEVERANCE 26, 27, 28, 33, 34 & 35, TBN, R67W, 6TH P.M. 2, 3, 4, 9 & 10, T7N, R67W, 6TH P.M., ACRES t 2021 ENS SOLAR ANNEXAT7ON NO. 4 2021 OHS SOUR ANNEXA 110N NO. 5 2011 OHS SOLAR ANNEXA 77CN Na. 5 / / \ O k0MOf J � s H h C a O \ Oy \ 7,O N� J/ n \ - - co ....."7,- o J \ N / O N \. \ / L101 --- L204 \..- , / e u3 60' ROW? ` / L231 L208 \ / L23z ,„\�/ L2o�- CO e4rr 1 / i C o a ii 1 NE 1 /4 NW 1 /4 \ / o..v- _ 4 SE 1/4 1 i� LL7AVTY RY..SD 84 '' Sec. 3 - I SW 1/4 \ L 1 l — — —' Sectkr 9 Section 10 !75 \ NE Se 1994 Cap ,,.1� ati. - I I ' Cor. p c. 9, / \ Alum. / \ N E1/1Sec. Sec. 4, Sec. 1996 J Alum. PLS1 o , 1 / \' 1/4' Cap, / / .. 98 / 1 \ \ 1 N ii 1 l -- \I 1/4 s«ab, ts�. `' Y / 1 IANNEXA I I I IAnnexation I I 30'._ / / �I r I I 2021 BHS SLUR AON NO. 4 LtOC\ • • ,I \ Na 4 \ I A 30 I 60' ROW I 2021 BHS SOUR ANN£XATIAV 1 I 1 1 I I 1105 I I I I I I � I I r 1 I Sec. 4 I / / II 41-4.- 1 Sec. 3 \ \ I I I I I 1 1 2021 ENS SOLAR rANNEXA /7GW NO. 5 1 I I I I I I II I LINE TABLE I � x IL NE 1/4 145 Sectbn `tr Np' 1/41 UNE BEARING DISTANCE I L.100 NCO -12'20'W' 2653.28II LION 7- L.204 L233 1 L206 L101 NCO13'13'E 2725.82' L. 146 secten the L.102 N00'O5'46-E 1793.22' SE 1 4 / SW 1/4 o, o I L203 500'05'46'W 1854.20' I L232 ----e- \07 S L204 500'13'13'W 2725.50' I L2D5 S001 2'20"E 2653.22' BHS SOLAR I AN 2N A041 cr,2011 BHS SLUR ANNEXATION NO. J 1.206 N00'26'05'W 2653.24' I L207 NO0'03'02'E 2725.63' I / I L208 NO0TJ6'11'W 182247' I L231 500'17'43'W 1814.03' I IL232 500'23'24-W 2725.66' I I 1.233 SCO'01'25'W 265.3.23' I I I I 1 1 1 \ Sec. 9 I E1/4 Ccr. Sec. 9, 1994 Alum. Cop I e Point of l� 1 Z No. 6 g1:9•Hr U . (rift) 1 I I I I 2021 OHS SOUR I ANNEJCA 1ION NO. 2 I Sec. 101 2021 BHS SOUR I ANN£XAAON NO. 1 I / 1/4 S.c(ion Lh. I I I 2011 BHS ANNEXATION 2021 BHS SOLAR ANNEXA I7CN NO SOLAR NO. 5 4 I II I I I I I 2011 BHS SOLAR I ANNEXA 77GN NO. J I ` i 1 `• I / I I I I / I I I I I I 1 N8950'4CW I 2021 BHS SOAR ANNEXA 17011 NO. I 2021 ENS SOAR I ANN£XA 71011 NQ 4 J _ _ r J < - - - 1 I ._ 1 1 J0.00' I 2021 BHS SOLAR ANNEXA 71011 NO 5 - � y (- Sadder Arena Annexations �-1s ReceptionlNo. 3110814 \ \SE 1/4 \ I Severance Weld County Road 19 ' Annexation - / IL Reption No. 4398.78.7 / / -- SW 1/4 / I /- a /�)r �� / ' o �' , N n 1 ,� 9 Y � ; `- o n OW ~o\ 1\ \ i ----, I\ \ 1 \ \ Sec. 9 NE 1/4 ' \ ' C i / Sec. 10 / o NW 1/4 / / \ \ N Detail "J" / I / / \ /---- \ o NJ O n o, h $ " �!�/ \ NE Sec 1994 Cap ,,,\ \ o I ' Ccr. 9, / Alum. L233 L'' \ a / Nom. J Y Detail ..-� 1 ' N N / L206 / "K" 1'= 150' N \� b ID in to 1-= 150' b LEGEND OF SYMBOLS t ABBREVIATIONS ^' N b r' a a a a t SURVEY US PUBUC LAND SCALE 1' = 150' SECTION CORNER A cov VEY OUARTTER PUBUC LAND PRELIMINARY US PUBUC LAND SURVEY MIS DOCEI ,.�rauunor� litSCO sWror,t•r SCALE 1" = 150' BASS OF BEARINGS: x7trasrall SMALL ..onstasa vans at ® 1/16 SECTION CORNER COLORADO COOIRDWA 1E An'a L 'SA Ifl44 AMY eOiCz *t NM TOOF SEVERANCE BOUNDARY AM 1.4.344121 SOF 1983, NORTH ZONE 0 DIMENSION CORNER ONLY 7 ' O in I. -1=A... v ■ ),.•v molt !iv uryvn u, Q�t 'RonTY owrrnxmlmncrax: BHS SOLAR, LLC 00 3FBCTRUM @fTFx DRIVE Ufl 1020 ;WINE, CA MIA Ha) 47:2-690J 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 z 19 g'QQ to ' ` _ F�I7G P: '- � � qpqQ �� PORTIONS OF SECTIONS 14 23 26 27 28 33 34 & 35 T8N R67W 6th P.M. I O Y \.^- .Qfr y T� ) ) ) ) J ) ) J ) o� 1 •; AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6th P.M., a o G TOWN OF SEVERANCE, WELD COUNTY, COLORADO r _ ;- M C • • / / I I Sec. 33 I SE 1/4 I I I I I I L107 L227 to C115 Lor 1 L226 s, J 100' 2021 BHS SOLAR ANNEXA770N NO. 5 \ Section JJ Sectial 4 L196 2021 BHS SOLAR ANNEXA 17GW Na 4 L213 1C9 Edo. a/ Rtph t—of—Nky Edge o/ Ri9', t -of -?A y 2021 BHS . OLAR �C107 ANNEXA7ION NO 5� 1 2021 5115 Sc/JR / �� 1Y ANNEXA77AN NO. 4 2021 BHS SOLAR 4NNEXA77GW NO. 5 \ C10B C11Q \ \ 2021 OHS SOUR ANNEXA770N NO 5 2021 BHS SCOW ANNEXA770N NO 4 2021 BHS SOLAR ANNEXA770V Ha 5 / / N / J 1 lSection 1 th. \ \ \ \ \ L229 L201 \ \ \ 9 n \ \ 60' ROW CO O N J 30' 0 N '1 O 0 E1/4 Co'. Sec 4, 1996 J 1/4" Alum. Cop, PL 522098 ,' /; j-iir' N J� L211 1202 TAN 77N 7 C108 0116 2021 OHS SOLAR ANNEXA770N NO 5 2021 BHS SOLAR ANNEXA770N NO. 4 \ 3 0 \ 5 5 2021 OHS SOLAR �.. ANNEXA770N NO 4 Sec. 4 \ i / Annexation No. 4 \SE 1/4 , ' \ \ \ n C N v ry0 \ \ LOT 4 1208 1/4 Sac Can Lh. \ \ \ \ \ 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 TO THE TOWN OF SEVERANCE PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, TBN, R67W, 6TH P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6TH P.M., 2159 252 ACRES 3 \ \ 2021 EIS SOLAR ANNEXA71GW NO. 5 CURVE TABLE CURVE CHORD BEARING CHORD DISTANCE ARC LENGTH CENTRAL ANGLE RADIUS C100 N65'07'44"W 349.21' 353.55' 3131'18" 642.82' C101 N21'40'03"W 333.28' 348.49' 59'02'23' 338.20' C102 N2621'07"E 401.48' 405.30' 2719'13' 850.00' C103 N19'36'26"E 522.97' 534.19' 40'48'34' 750.00' C104 S2928'59"W 310.64' 312.40' 21'03'28' 850.00' C105 S2621'07"W 354.24' 357.62' 2779'13' 750.00' C106 521'35'49"E 274.75' 287.35' 59'10'50" 278.20' C107 564'36'53"E 308.33' 312.04' 30'40'34' 582.82' C108 N66'06'02'W 354.58' 358.61' 29'49'35' 688.89' C109 N21 -37'39"W 298.58' 310.90' 5612'50" 316.88' C110 N2671'10'E 375.48' 379.06' 2719'06' 795.01' C111 N22'48'16"E 476.29' 483.53' 34'24'52' 805.01' C112 NO2'31'57"E 86.08' 86.12' 6'07'46" 805.01' C113 S1928'26"W 557.83' 569.95' 41'04'34" 795.01' C114 S2621'03"W 380.24' 383.87' 2719'18' 805.01' 0115 S21'38'20'E 308.11' 320.84' 5614'11' 326.88' 0116 S65'57124'E 356.34' 360.31' 29'32'20" 698.89' 1 1 \ 1 1 I I 1 I I I 1 Sec. 31 1 1 I SW 1/4 I I N / N \ ` — petal% "L 1" = 150' O In -in N c O In SCALE 1" n 150' / I LINE TABLE UNE BEARING DISTANCE L101 N0013'13'E 2725.82' L102 NC0'05'46"E 1793.22' L104 N5111'14"W 274.08' L106 N0628'46'E 318.88' L107 S138104'38"W 32.42' L108 N12'41'30"E 1141.25' L111 N00'47'53'W 691.44' L112 N00'05'30'W 2664.57' L190 S00 -06'35'E 2635.16' L191 S00'47'51'E 977.73' L192 589'12'09"W 30.00' L195 S12'41'30"W 1115.17 L196 588'04'38"W 10.27' L197 50628'46"W 328.49' L199 55111'14"E 275.05' L201 589'54'14"E 30.00' L202 589'54'14"E 30.00' L203 S00'05'46"W 1854.20' L204 50013'13"W 2725.50' U07 N00'03'02"E 2725.63' L208 N00'06'11'W 1822-47 1209 N8113'24 -W 5.04' L211 N5111'14'W 275.38' L213 N0629'49"E 324.82' L214 N12108'46"E 1124.19' 1218 N00'47'51'W 694.75' L219 NC0'06'35"W 2635.03' L222 500'06'35"E 2635.05' L223 S00'47'51'E 687.38' L226 S12'08'28"W 1126.72' L227 S06 -28'46"W 323.32' L229 S5111'14'E 275.50' 1231 50017'43"W 1514.03' L232 500'23'24"W 2725.65' I I 1 /1 1 I / I I I I I I I I I I I I I ISection 33 I Section 41_107 I I LOT 1 1 L227 \ Sec. 4 \ \ GUS \ V 0 N 1 2021 OHS SOLAR ANNEXA 77AV NO 5 / £1/4 Car. N Sec 33 1974 Brass J Cop 1 4 See/in the • I / I / / / / • I N N D n N / / / / / l Sec. 33 SE 1/4 a, • 2021 BHS SOLAR ANNEXA770W Na 4 202; BHS SOLAR ANNEXA 170N NO 5 0 O a, J I1jE 1/4 t Q / 2021 BHS SOLAR ANNEXA 770N NO. 4 1/46 Section the L226 Petal/ "M" 1" = 150' N b 214 2021 BHS SCYAR ANNEXA 770N NO. 5 L196 60' Row 13 C109 / 0 U) S -- SCALE 1" = 150' / T8N 77N / 0 • W• i 80' ROW / / / / / s 1 A, J BASIS Cr BEARINGS COLORADO COORDINATE SYSTEM OF 1984, NORM? ZONE 1 N / / 0 rn 1 L219 NW 1/4 1/4 Section Jr. 1 L218 rn J 0-0 L192 U / 2021 BHS SOLAR ANNEXA 7704 NO. 5 C112 / Sec. 34 PRELIMINARY /UMW AM SEAll. SOT I IL Ian Winn, Oa 04 ens -an LEGEND OF SYMBOLS & ABBREVIATIONS US PUBLIC LAN.) SURVEY SECTION CORNER US PUBUC LAN3 SURVEY QUARTER SECTION CORNER US PUBUC LAND SURVEY 1/16 SECTION CORNER TOWN OF SEVEFANCE BOUNDARY 0 DIMENSION CORNER ONLY 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 TOWN OF SEVERANCE, WELD COUNTY, COLORADO 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 I I I I I I I I I I I I I / / / / / / / Sec. 23 SE 1/4 / / / / LI ja0 CYY.7Y 80.40 Ad 1 --NE 1/4 2021 OHS SOLAR ANNEXATION NO. 5 2021 ENS SOLAR ANNEXA DON NO. 4 Sec. 33 0 tn \ Sec. 27\ sW 1/4 \ of At►Rf a1 Octal! "N" r = 150' in N 0 • • 19 L189 • • • • • • • \ • • • • • • • • • • • I I 146 SecHn" Lb. NW 1/4 Sec. 34 7/4 Section LMe \ 8 SW 1/4 / 30' / 0 SCALE 1' e 150' / I I I I I I I I I I I 1 • • • • • • I I E1/4 Cor. Sec. -XL 1974 Bross cap 1 4 S.c/++ as TO THE TOWN OF SEVERANCE PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, TBN, R6TW, 6TH P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6TH P.M., 2159 252 ACRES ± -------------------- / L113 • I S. 5. 1 h h s L22 L220 IIELD CCUYIY ROAD 33 I • • \ N 2021 BHS SOLAR ANNEXATIAV NO. 5 2021 BHS SOLAR ANNEXATION NO. 4 n N .\ \ I I I I / I \ 0 a J o, J • / NE Cor. Sec. -U. Brass Cop N 50' f N N \ 0 c L189 / / I I I 2021 BHS SOLAR ANNEXATION NO. 5 2021 OHS SOUR ' 2021 OHS SOLAR ANNEXATION NO. 5 ANNEXA 770W NO. 4 / / NW 1/4 / Sec. 27 L118 L119 L120 1/4 SecLC, Lhe \ L721 \ NE 1/4 LINE TABLE LINE BEARING DISTANCE L111 N00'47'53"W 691.44' L112 N00'05'3C"W 2564.57' L113 N89'01'47"E 19.52' L114 N00'34'21"E 2599.57' L116 N89'49'52"E 2634.84' L117 N00'48'4t'E 526.03' L118 112.53' 577'30'5?"E 1.119 N8529'07"E 120.20' L120 584'30'53'E 106.52' L121 574'30'5!"E 105.99' 1.122 564'30'53"E 108.62' 1.123 S59'30'53 -E 930.00' L129 N59'30'53"W 933.21' L130 N64'30'53'W 121.74' L131 N74'30'53"W 123.49' L132 N84'30'53"W 123.14' 1.133 58629'07'W 114.02' L134 N77'30'53'W 108.20' L135 N69'53'35"W 11.34' L136 N00'48'46'E 2015.62' L189 N89'49'13'W 2593.58' 1.190 S00'O6'3`_'E 2635.16' 1.191 SOO'47'51"E 977.73' L218 N00'47'51"W 694.75' L219 N00'06'35"W 2635.03' L220 N89'49'13"W 5.00' L221 589'01'47*W 5.00' I L222 S00'O6'3`-'E 2635.05' L223 500'47'51"E 687.38' SW \ 2021 OHS SOLAR ANNEXA 17 W NO 5 � s a FILL H - 2 4 7 6 $ttl I :HMVUQ BLVCI I DRAWN BY_PS. N Q E a it S t Y z 'O r 9 5 z ■,YI OA r 1/4 \ \ - Petal% "Q" t" = 80' O b to v o 0 op SCALE 1' = 80' SE 1/4 i 8495 CF BEARINGS• COLORADO COORDINATE SYSTEAI OF 196.4 NORTH LOVE / I I / / / PRELIMLYARY 7121DOC WTS/ALL CM twoferP 4fl "row A.YDif411 .eTf1. £ i4 ►a nO Of 1mJZD U!L'riAJ A FVIAL a.7flt 00ClaiLLYT. as TL AKI 11 1 LEGEND OF SYMBOLS & ABBREVIATIONS US PUBUC LAND SURVEY SECTION CORNER US PUBUC LAND SURVEY QUARTER SECTION CORNER US PUBUC LAND SURVEY 1/16 SECTION CORNER O TOWN OF SEVERANCE BOUNDARY 0 DIMENSION CORNER ONLY 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, T8N, R67W, 6th P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6th P.M., TOWN OF SEVERANCE, WELD COUNTY, COLORADO 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 TO THE TOWN OF SEVERANCE PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 & 35, T8N, R67W, 6TH P.M. AND PORTIONS OF SECTIONS 2, 3, 4, 9 310, T7N, R67W, 6TH P.M., 2159 252 ACRES ± LINE TABLE UNE TABLE LINE BEARING DISTANCE UNE BEARING DISTAN :E L181 589'45'45"W 1091.30' L174 S1515'05'E 272.58' L162 528'19'44'E 94.37' L175 501'26'50'W 487.42' L163 S24'51'51'E 82.28' L176 58925'30'W 120.83' L166 S21'54'02"E 69.25' L177 NO9'57'47'W 251.50' L167 51323'45"E 93.56' L178 N01'12'10'W 396.6" L168 S11'50'40'W 56.51' L179 N14'38'54"W 1336.90' L169 531'21'36"W 156.71' L180 N8011'57'W 156.6' L170 N5T01'06"W 466.54' L181 559'46'48"W 437.35' 1171 509'58'I7'E 708.76' L182 554'40'54'W 366.0' 1172 53127'39'E 122.55' L183 NOC10'28'W 552.50' L173 S09'15'25'W 293.14' L184 NOO10'58"W 2717.11' / / ---- 7 / / / / /Mc/7 Ccr. Num. Cop 1/s ScUv Lel T.-- -- -....... \ \ N. N. \ \ \ ItitNi / / / / / / / / / / / / ;�� / t 1 I i I I b 1. t o 1 CW 1/16 Coe. Sec 2 /998 . lum.Cop, L.512.574 _^ s p,r I . J c. r� . ,r r, rn J)O V , 5 Y 'IS: ' _, SW 1/4 L161 \ Sec. 2 \ \ ca \ �J \ \ \ \ 1 1 k I I I / 1 1/76 Sevekor the 1 I - \ \ \ \ \ \ \ \ \ \ N N N. ., o- / / / / / / / / / / / / / / / Blue N. Plastic L176 \ Cop, LS N 11848 \\�� , �. --- Blue Plastic V Cop V 7 I �'''' PRELLIiLY.4RY / / run CiartifftYr MALL .KT St iterela /Of tv) K7l'!JH' A.►D ±NAIL ."CIS! Litt Patoa 1 _�. �� -- — Wall L7nriAI .4 MAL nfl Y DOCL]RK. MTL •l1�1 Detail "P" 1" = 150' b .8 LEGEND OF SYMBOLS & ABBREVIATIONS - n b US PUBLIC LAND SURVEY mom am N bt.. SECTION CORNER US PUBLIC UWD SURVEY SCALE 1' - 150' Coc QUARTER SECTION CORNER US PUBLIC LAND SURVEY ti 1/16 SECTION CORNER C TOWN OF SEVERANCE BOUNDARY O DIMENSION CORNER ONLY • PROPERTY CORKER FOUND IDRAWH A7: Pit ►RO/RXTY OW14101./DEVALOPPAz BHS SOLAR, LLC 103 01113C17111.1 0041211 DR1ve 7VRA 1023 tRVMP, CA 92611 (110) 4124901 a" °m" 3 2021 BHS SOLAR ANNEXATION AND ZONING MAP NO. 5 - • _ - G _� t� " '§'gy :fl? ' v PORTIONS OF SECTIONS 14, 23, 26, 27, 28, 33, 34 do 35, T8N, R67W, 6th P.M. s *gl2I11 72 r c� t•-) I EY AND PORTIONS OF SECTIONS 2, 3, 4, 9 & 10, T7N, R67W, 6th P.M., t2na ; TOWN OF SEVERANCE, WELD COUNTY, COLORADO _, � .ag ` 41. LT I ft ≤d 4 ; 'C S P Parcel Map Check Report Parcel Name: 2021 BHS SOLAR ANNEXATION NO. 1 North: 1,457,875.01714215' Segment# 1: Line Course: S89° 35' 49"W North: 1,457,874.80610449' Segment# 2: Line Course: N89° 50' 46"W North: 1,457,874.88668043' Segment# 3: Line Course: N11° 20' 07"E North: 1,458,021.91172964' Segment# 4: Line Course: S11° 44' 23"E North: 1,457,875.02005925' Perimeter: 359.99' Error Closure: 0.00295496 Error North : 0.002917103 Precision 1: 121,822.29 East:3,169,820.40032618' Length: 30.00' East: 3,169,790.40106847' Length: 30.00' East: 3,169,760.40117668' Length: 149.95' East: 3,169,789.87383188' Length: 150.03' East: 3,169,820.39985471' Area: 4,413.2270Sq.Ft. Course: N9° 10' 51"W East: -0.000471471 Parcel Name: 2021 BHS SOLAR ANNEXATION NO.2 North:1,45 8,624.17080405' Segment# 1: Line Course: S2° 29' 54"E North: 1,457,875.01356298' Segment# 2: Line Course: N11° 44' 23"W North: 1,458,021.90523337' Segment# 3: Line Course: S11° 20' 07"W North: 1,457,874.88018416' Segment# 4: Line Course: N2° 05' 15"E North: 1,458,624.16260347' Perimeter: 1,799.63' Error Closure: 0.00820794 Error North : -0.008200574 Precision 1: 219,254.77 East:3,169,787.71302091' Length: 749.87' East: 3,169,820.40009882' Length: 150.03' East: 3,169,789.87407599' Length: 149.95' East: 3,169,760.40142079' Length: 749.78' East: 3,169,787.71267329' Area: 18, 067.8575 S q.Ft. Course: S2° 25' 38"W East: -0.000347614 Parcel Name: 2021 BHS SOLAR ANNEXATION NO. 3 North:1,461, 623.8 8 8 013 63' Segment# 1: Line Course: S0° 14' 18"E North: 1,460,528.14749356' Segment# 2: Line Course: S0° 39' 50"E North: 1,457,875.02560714' Segment# 3: Line Course: N2° 29' 54"W North: 1,458,624.18284820' Segment# 4: Line Course: S2° 05' 15"W North: 1,457,874.90042889' Segment# 5: Line Course: N0° 15' 11"E North: 1,460,528.10455089' Segment# 6: Line Course: N0° 40' 43"E North: 1,461,623.89768731' Perimeter: 8,997.81' Error Closure: 0.00968233 Error North : 0.009673683 Precision 1: 929,301.11 East:3,169,785.09635000' Length: 1,095.75' East: 3,169,789.65432965' Length: 2,653.30' East: 3,169,820.39755346' Length: 749.87' East: 3,169,787.71047554' Length: 749.78' East: 3,169,760.39922304' Length: 2,653.23' East: 3,169,772.11758021' Length: 1,095.87' East: 3,169,785.09675909' Area: 89,991.4294Sq.Ft. Course: N2° 25' 18"E East: 0.000409092 Parcel Name: 2021 BHS SOLAR ANNEXATION NO.4 North: 1,460,528.17916298' Segment# 1: Line Course: S0° 26' 05"E North: 1,457,875.01553300' Segment# 2: Line Course: N0° 39' 50"W North: 1,460,528.13741942' Segment# 3: Line Course: N0° 14' 18"W North: 1,461,623.87793949' Segment# 4: Line Course: S0° 40' 43"W North: 1,460,528.08480307' Segment# 5: Line Course: S0° 15' 11"W North: 1,457,874.88068107' Segment# 6: Line Course: N0° 01' 25"E North: 1,460,528.11045578' Segment# 7: Line Course: N0° 23' 24"E North: 1,463,253.70731297' Segment# 8: Line Course: N0° 17' 43"E North: 1,465,067.71322336' Segment# 9: Curve East:3,169,800.26850526' Length: 2,653.24' East: 3,169,820.39933047' Length: 2,653.30' East: 3,169,789.65610666' Length: 1,095.75' East: 3,169,785.09812701' Length: 1,095.87' East: 3,169,772.11894813' Length: 2,653.23' East: 3,169,760.40059096' Length: 2,653.23' East: 3,169,761.49396480' Length: 2,725.66' East: 3,169,780.04680064' Length: 1,814.03' East: 3,169,789.39548881' Length: 360.31' Delta: 29° 32' 20" Chord: 356.34' Course In: N9° 16' 26"E RP North: 1,465,757.46821444' End North: 1,465,212.89438169' Segment# 10: Line Course: N51° 11' 14"W North: 1,465,385.57161029' Segment# 11: Curve Length: 320.84' Delta: 56° 14' 10" Chord: 308.11' Course In: N40° 14' 35"E RP North: 1,465,635.08263695' End North: 1,465,671.96998276' Segment# 12: Line Course: N6° 28' 46"E North: 1,465,993.22474547' Segment# 13: Line Course: N12° 08' 28"E North: 1,467,094.74292451' Segment# 14: Curve Length: 383.87' Delta: 27° 19' 20" Chord: 380.24' Course In: S77° 18' 36"E RP North: 1,466,917.90159757' End North: 1,467,435.48059784' Segment# 15: Curve Length: 562.55' Delta: 40° 32' 30" Radius: 698.89' Tangent: 184.26' Course: N65° 57' 24"W Course Out: S38° 48' 46"W East: 3,169,902.02445655' East: 3,169,463.97586018' Length: 275.50' East: 3,169,249.30675500' Radius: 326.88' Tangent: 174.67' Course: N21° 38' 20"W Course Out: N83° 31' 14"W East: 3,169,460.48152142' East: 3,169,135.68949855' Length: 323.32' East: 3,169,172.17510994' Length: 1,126.72' East: 3,169,409.14696407' Radius: 805.01' Tangent: 195.66' Course: N26° 21' 03"E Course Out: N49° 59' 17"W East: 3,170,194.49290389' East: 3,169,577.92735297' Radius: 795.01' Tangent: 293.63' Chord: 550.88' Course In: N49° 59' 17"W RP North: 1,467,946.63012518' End North: 1,467,953.99176591' Segment# 16: Line Course: N0° 47' 51"W North: 1,467,961.40104812' Segment# 17: Line Course: N0° 47' 51"W North: 1,468,648.71446318' Segment# 18: Line Course: N0° 06' 35"W North: 1,471,283.75963145' Segment# 19: Line Course: N89° 01' 47"E North: 1,471,283.84430012' Segment# 20: Line Course: S89° 49' 13"E North: 1,471,283.82861642' Segment# 21: Line Course: S0° 06' 35"E North: 1,468,648.80344811' Segment# 22: Line Course: S0° 47' 51"E North: 1,467,954.12074697' Segment# 23: Curve Length: 86.12' Delta: 6° 07' 50" Chord: 86.08' Course In: S89° 28' 04"W Course: N19° 44' 26"E Course Out: N89° 28' 10"E East: 3,168,969.02090629' East: 3,169,763.99682187' Length: 7.41' East: 3,169,763.89368540' Length: 687.38' East: 3,169,754.32635158' Length: 2,635.05' East: 3,169,749.28019692' Length: 5.00' East: 3,169,754.27947999' Length: 5.00' East: 3,169,759.27945539' Length: 2,635.03' East: 3,169,764.32557175' Length: 694.75' East: 3,169,773.99548530' Radius: 805.01' Tangent: 43.10' Course: S2° 31' 57"W Course Out: S84° 24' 10"E RP North: 1,467,946.64309236' East: 3,168,969.02021563' End North: 1,467,868.12672404' Segment# 24: Curve Length: 483.53' Delta: 34° 24' 50" Chord: 476.29' Course In: N84° 24' 10"W RP North: 1,467,946.64309236' End North: 1,467,429.06409209' Segment# 25: Curve Length: 379.06' Delta: 27° 19' 10" Chord: 375.48' Course In: S49° 59' 17"E RP North: 1,466,917.91456475' End North: 1,467,092.60801414' Segment# 26: Line Course: S12° 08' 46"W North: 1,465,993.58388297' Segment# 27: Line Course: $6° 29' 49"W North: 1,465,670.84991231' Segment# 28: Curve Length: 310.90' Delta: 56° 12' 50" Chord: 298.58' Course In: S83° 31' 14"E RP North: 1,465,635.09103399' End North: 1,465,393.29253199' Segment# 29: Line Course: S51° 11' 14"E North: 1,465,220.69051669' East: 3,169,770.19203241' Radius: 805.01' Tangent: 249.30' Course: S22° 48' 16"W Course Out: S49° 59' 17"E East: 3,168,969.02021563' East: 3,169,585.58576655' Radius: 795.01' Tangent: 193.20' Course: S26° 21' 10"W Course Out: N77° 18' 23"W East: 3,170,194.49221322' East: 3,169,418.91301105' Length: 1,124.19' East: 3,169,182.37735790' Length: 324.82' East: 3,169,145.62390120' Radius: 316.88' Tangent: 169.25' Course: S21° 37' 39"E Course Out: S40° 15' 55"W East: 3,169,460.47980002' East: 3,169,255.67155110' Length: 275.38' East: 3,169,470.24715250' Segment# 30: Curve Length: 358.62' Delta: 29° 49' 40" Chord: 354.58' Course In: N38° 48' 46"E RP North: 1,465,757.47236741' End North: 1,465,077.03764320' Segment# 31: Curve Length: 5.04' Delta: 0° 25' 10" Chord: 5.04' Course In: N8° 59' 10"E RP North: 1,465,757.47236741' End North: 1,465,076.26916361' Segment# 32: Line Course: S0° 06' 11"E North: 1,463,253.80211162' Segment# 33: Line Course: S0° 03' 02"W North: 1,460,528.17317265' Perimeter: 35,262.78' Error Closure: 0.01061375 Error North : -0.005990335 Precision 1: 3,322,369.57 Radius: 688.89' Tangent: 183.47' Course: $66° 06' 02"E Course Out: S8° 59' 10"W East: 3,169,902.02797287' East: 3,169,794.42677312' Radius: 688.89' Tangent: 2.52' Course: S81° 13' 24"E Course Out: S8° 34' 02"W East: 3,169,902.02797287' East: 3,169,799.40425614' Length: 1,822.47' East: 3,169,802.68225600' Length: 2,725.63' East: 3,169,800.27726697' Area: 198,653.5896Sq.Ft. Course: S55° 38' 23"E East: 0.008761707 Parcel Name: 2021 BHS SOLAR ANNEXATION NO. 5 North: 1,460,528.22008516' Segment# 1: Line Course: S0° 12' 20"E North: 1,457,875.01715998' Segment# 2: Line Course: N0° 26' 05"W North: 1,460,528.18078996' Segment# 3: Line Course: N0° 03' 02"E North: 1,463,253.80972893' Segment# 4: Line Course: N0° 06' 11"W North: 1,465,076.27678093' Segment# 5: Curve Length: 5.04' Delta: 0° 25' 10" Chord: 5.04' Course In: N8° 34' 02"E RP North: 1,465,757.47998472' End North: 1,465,077.04526051' Segment# 6: Curve Length: 358.62' Delta: 29° 49' 40" Chord: 354.58' Course In: N8° 59' 10"E RP North: 1,465,757.47998472' End North: 1,465,220.69813401' Segment# 7: Line East:3,169,810.88453624' Length: 2,653.22' East: 3,169,820.40326425' Length: 2,653.24' East: 3,169,800.27243905' Length: 2,725.63' East: 3,169,802.67742807' Length: 1,822.47' East: 3,169,799.39942822' Radius: 688.89' Tangent: 2.52' Course: N81° 13' 24"W Course Out: S8° 59' 10"W East: 3,169,902.02314495' East: 3,169,794.42194520' Radius: 688.89' Tangent: 183.47' Course: N66° 06' 02"W Course Out: S38° 48' 46"W East: 3,169,902.02314495' East: 3,169,470.24232458' Course: N51° 11' 14"W Length: 275.38' North: 1,465,393.30014930' Segment# 8: Curve Length: 310.90' Delta: 56° 12' 50" Chord: 298.58' Course In: N40° 15' 55"E RP North: 1,465,635.09865131' End North: 1,465,670.85752962' Segment# 9: Line Course: N6° 29' 49"E North: 1,465,993.59150028' Segment# 10: Line Course: N12° 08' 46"E North: 1,467,092.61563145' Segment# 11: Curve Length: 379.06' Delta: 27° 19' 10" Chord: 375.48' Course In: S77° 18' 23"E RP North: 1,466,917.92218207' End North: 1,467,429.07170940' Segment# 12: Curve Length: 483.53' Delta: 34° 24' 50" Chord: 476.29' Course In: N49° 59' 17"W RP North: 1,467,946.65070967' End North: 1,467,868.13434135' Segment# 13: Curve Length: 86.12' Delta: 6° 07' 50" East: 3,169,255.66672317' Radius: 316.88' Tangent: 169.25' Course: N21° 37' 39"W Course Out: N83° 31' 14"W East: 3,169,460.47497210' East: 3,169,145.61907328' Length: 324.82' East: 3,169,182.37252998' Length: 1,124.19' East: 3,169,418.90818313' Radius: 795.01' Tangent: 193.20' Course: N26° 21' 10"E Course Out: N49° 59' 17"W East: 3,170,194.48738530' East: 3,169,585.58093863' Radius: 805.01' Tangent: 249.30' Course: N22° 48' 16"E Course Out: S84° 24' 10"E East: 3,168,969.01538771' East: 3,169,770.18720449' Radius: 805.01' Tangent: 43.10' Chord: 86.08' Course In: N84° 24' 10"W RP North: 1,467,946.65070967' End North: 1,467,954.12836428' Segment# 14: Line Course: N0° 47' 51 "W North: 1,468,648.81106543' Segment# 15: Line Course: N0° 06' 35"W North: 1,471,283.83623373' Segment# 16: Line Course: N89° 49' 13"W North: 1,471,283.85191743' Segment# 17: Line Course: S89° 01' 47"W North: 1,471,283.76724877' Segment# 18: Line Course: S0° 06' 35"E North: 1,468,648.72208050' Segment# 19: Line Course: S0° 47' 51"E North: 1,467,961.40866544' Segment# 20: Line Course: S0° 47' 51"E North: 1,467,953.99938323' Segment# 21: Curve Length: 562.55' Delta: 40° 32' 30" Chord: 550.88' Course In: S89° 28' 10"W Course: N2° 31' 57"E Course Out: N89° 28' 04"E East: 3,168,969.01538771' East: 3,169,773.99065738' Length: 694.75' East: 3,169,764.32074383' Length: 2,635.03' East: 3,169,759.27462747' Length: 5.00' East: 3,169,754.27465206' Length: 5.00' East: 3,169,749.27536899' Length: 2,635.05' East: 3,169,754.32152366' Length: 687.38' East: 3,169,763.88885748' Length: 7.41' East: 3,169,763.99199395' Radius: 795.01' Tangent: 293.63' Course: S19° 44' 26"W Course Out: S49° 59' 17"E RP North: 1,467,946.63774249' East: 3,168,969.01607837' End North: 1,467,435.48821515' Segment# 22: Curve Length: 383.87' Delta: 27° 19' 20" Chord: 380.24' Course In: S49° 59' 17"E RP North: 1,466,917.90921489' End North: 1,467,094.75054182' Segment# 23: Line Course: S12° 08' 28"W North: 1,465,993.23236278' Segment# 24: Line Course: $6° 28' 46"W North: 1,465,671.97760008' Segment# 25: Curve Length: 320.84' Delta: 56° 14' 10" Chord: 308.11' Course In: S83° 31' 14"E RP North: 1,465,635.09025426' End North: 1,465,385.57922760' Segment# 26: Line Course: S51° 11' 14"E North: 1,465,212.90199900' Segment# 27: Curve Length: 360.31' Delta: 29° 32' 20" Chord: 356.34' Course In: N38° 48' 46"E RP North: 1,465,757.47583175' End North: 1,465,067.72084067' East: 3,169,577.92252505' Radius: 805.01' Tangent: 195.66' Course: S26° 21' 03"W Course Out: N77° 18' 36"W East: 3,170,194.48807597' East: 3,169,409.14213615' Length: 1,126.72' East: 3,169,172.17028202' Length: 323.32' East: 3,169,135.68467063' Radius: 326.88' Tangent: 174.67' Course: S21° 38' 20"E Course Out: S40° 14' 35"W East: 3,169,460.47669350' East: 3,169,249.30192707' Length: 275.50' East: 3,169,463.97103226' Radius: 698.89' Tangent: 184.26' Course: $65° 57' 24"E Course Out: S9° 16' 26"W East: 3,169,902.01962863' East: 3,169,789.39066089' Segment# 28: Line Course: S0° 17' 43"W North: 1,463,253.71493028' Segment# 29: Line Course: S0° 23' 24"W North: 1,460,528.11807310' Segment# 30: Line Course: S0° 01' 25"W North: 1,457,874.88829838' Segment# 31: Line Course: N0° 12' 20"W North: 1,460,528.15122318' Segment# 32: Line Course: N0° 13' 13"E North: 1,463,253.95107839' Segment# 33: Line Course: N0° 05' 46"E North: 1,465,047.16855546' Segment# 34: Curve Length: 353.65' Delta: 31° 31' 20" Chord: 349.21' Course In: N9° 06' 37"E RP North: 1,465,681.87965134' End North: 1,465,194.03817971' Segment# 35: Line Course: N51° 11' 14"W North: 1,465,365.82538412' Segment# 36: Curve Length: 1,814.03' East: 3,169,780.04197271' Length: 2,725.66' East: 3,169,761.48913688' Length: 2,653.23' East: 3,169,760.39576304' Length: 2,653.28' East: 3,169,750.87681977' Length: 2,725.82' East: 3,169,761.35640654' Length: 1,793.22' East: 3,169,764.36445159' Radius: 642.82' Tangent: 181.43' Course: N65° 07' 44"W Course Out: S40° 37' 55"W East: 3,169,866.14547717' East: 3,169,447.54274073' Length: 274.08' East: 3,169,233.98009699' Length: 348.49' Delta: 59° 02' 20" Chord: 333.28' Course In: N38° 48' 46"E RP North: 1,465,629.35021670' End North: 1,465,675.55622875' Segment# 37: Line Course: N6° 28' 46"E North: 1,465,992.39935238' Segment# 38: Line Course: S88° 04' 38"W North: 1,465,991.31158018' Segment# 39: Line Course: N12° 41' 30"E North: 1,467,104.67685854' Segment# 40: Curve Length: 405.30' Delta: 27° 19' 10" Chord: 401.48' Course In: S77° 18' 30"E RP North: 1,466,917.92818970' End North: 1,467,464.43338868' Segment# 41: Curve Length: 534.19' Delta: 40° 48' 30" Chord: 522.97' Course In: N49° 59' 17"W RP North: 1,467,946.64385836' End North: 1,467,957.08277187' Segment# 42: Line Course: N0° 47' 53"W North: 1,468,648.45570030' Radius: 338.20' Tangent: 191.50' Course: N21° 40' 03"W Course Out: N82° 08' 51"W East: 3,169,445.95628107' East: 3,169,110.92755924' Length: 318.88' East: 3,169,146.91213105' Length: 32.42' East: 3,169,114.51038493' Length: 1,141.25' East: 3,169,365.24793589' Radius: 850.00' Tangent: 206.58' Course: N26° 21' 07"E Course Out: N49° 59' 17"W East: 3,170,194.47946851' East: 3,169,543.45560758' Radius: 750.00' Tangent: 278.99' Course: N19° 36' 26"E Course Out: N89° 12' 09"E East: 3,168,969.02278912' East: 3,169,718.95013832' Length: 691.44' East: 3,169,709.31959144' Segment# 43: Line Course: N0° 05' 30"W North: 1,471,313.02229014' Segment# 44: Line Course: N89° 01' 47"E North: 1,471,313.35283660' Segment# 45: Line Course: N0° 34' 21"E North: 1,473,912.79306680' Segment# 46: Line Course: N89° 14' 15"E North: 1,473,913.19243216' Segment# 47: Line Course: N89° 49' 52"E North: 1,473,920.95905231' Segment# 48: Line Course: N0° 48' 46"E North: 1,474,446.93612600' Segment# 49: Line Course: S77° 30' 53"E North: 1,474,422.60840638' Segment# 50: Line Course: N86° 29' 07"E North: 1,474,429.97726852' Segment# 51: Line Course: S84° 30' 53"E North: 1,474,419.79502374' Segment# 52: Line Length: 2,664.57' East: 3,169,705.05658729' Length: 19.52' East: 3,169,724.57378840' Length: 2,599.57' East: 3,169,750.54828553' Length: 30.01' East: 3,169,780.55562808' Length: 2,634.84' East: 3,172,415.38418137' Length: 526.03' East: 3,172,422.84600768' Length: 112.53' East: 3,172,532.71485203' Length: 120.20' East: 3,172,652.68876532' Length: 106.52' East: 3,172,758.72098821' Course: S74° 30' 53"E Length: 105.99' North: 1,474,391.49667296' East: 3,172,860.86345462' Segment# 53: Line Course: $64° 30' 53"E North: 1,474,344.75975036' Segment# 54: Line Course: S59° 30' 53"E North: 1,473,872.95498731' Segment# 55: Line Course: $60° 50' 49"E North: 1,473,678.82799183' Segment# 56: Line Course: $64° 50' 49"E North: 1,473,245.93125090' Segment# 57: Line Course: N0° 49' 49"E North: 1,473,355.65972887' Segment# 58: Line Course: N64° 50' 49"W North: 1,473,767.86137970' Segment# 59: Line Course: N60° 50' 49"W North: 1,473,959.72315428' Segment# 60: Line Course: N59° 30' 53"W North: 1,474,433.15640474' Segment# 61: Line Course: N64° 30' 53"W North: 1,474,485.53858994' Length: 108.62' East: 3,172,958.91428055' Length: 930.00' East: 3,173,760.35065704' Length: 398.50' East: 3,174,108.36927669' Length: 1,018.49' East: 3,175,030.28157827' Length: 109.74' East: 3,175,031.87177383' Length: 969.80' East: 3,174,154.03247245' Length: 393.85' East: 3,173,810.07479779' Length: 933.21' East: 3,173,005.87217316' Length: 121.74' East: 3,172,895.97797735' Segment# 62: Line Course: N74° 30' 53"W North: 1,474,518.50927905' Segment# 63: Line Course: N84° 30' 53"W North: 1,474,530.28022931' Segment# 64: Line Course: S86° 29' 07"W North: 1,474,523.29023213' Segment# 65: Line Course: N77° 30' 53"W North: 1,474,546.68185448' Segment# 66: Line Course: N69° 53' 35"W North: 1,474,550.58024613' Segment# 67: Line Course: N0° 48' 46"E North: 1,476,565.99744528' Segment# 68: Line Course: N2° 45' 10"E North: 1,476,596.14261935' Segment# 69: Line Course: N89° 28' 38"E North: 1,476,620.10661605' Segment# 70: Line Course: N3° 05' 46"E North: 1,479,226.08720624' Segment# 71: Line Length: 123.49' East: 3,172,776.97077689' Length: 123.14' East: 3,172,654.39466042' Length: 114.02' East: 3,172,540.58912304' Length: 108.20' East: 3,172,434.94788107' Length: 11.34' East: 3,172,424.29902467' Length: 2,015.62' East: 3,172,452.89094216' Length: 30.18' East: 3,172,454.34038356' Length: 2,626.46' East: 3,175,080.69105673' Length: 2,609.79' East: 3,175,221.64852429' Course: N3° 05' 46"E Length: 2,639.85' North: 1,481,862.08391900' East: 3,175,364.22956366' Segment# 72: Line Course: N0° 30' 47"E North: 1,484,502.18806943' Segment# 73: Line Course: N89° 16' 54"E North: 1,484,534.35225011' Segment# 74: Line Course: S0° 17' 03"W North: 1,481,883.69485097' Segment# 75: Line Course: N89° 31' 39"E North: 1,481,904.69189908' Segment# 76: Line Course: S1° 39' 50"W North: 1,479,243.95424846' Segment# 77: Line Course: S 1 ° 39' 47"W North: 1,476,583.24546134' Segment# 78: Line Course: S 1 ° 02' 23"W North: 1,476,553.25040068' Segment# 79: Line Course: N89° 55' 35"W North: 1,476,556.60533515' Segment# 80: Line Course: N89° 55' 28"W North: 1,476,560.08809523' Length: 2,640.21' East: 3,175,387.87103110' Length: 2,565.55' East: 3,177,953.21940276' Length: 2,650.69' East: 3,177,940.07297801' Length: 2,546.15' East: 3,180,486.13639955' Length: 2,661.86' East: 3,180,408.84594622' Length: 2,661.83' East: 3,180,331.59506242' Length: 30.00' East: 3,180,331.05069502' Length: 2,611.34' East: 3,177,719.71285015' Length: 2,641.07' East: 3,175,078.64514650' Segment# 81: Line Course: S0° 50' 14"W North: 1,473,928.70904474' Segment# 82: Line Course: S0° 49' 48"W North: 1,471,372.55727362' Segment# 83: Line Course: N89° 43' 52"E North: 1,471,377.11589283' Segment# 84: Line Course: N0° 14' 56"W North: 1,472,637.10400492' Segment# 85: Line Course: N89° 43' 52"E North: 1,472,645.01721260' Segment# 86: Line Course: S0° 56' 36"W North: 1,471,279.90225590' Segment# 87: Line Course: N89° 45' 05"E North: 1,471,291.32103622' Segment# 88: Line Course: SO° 16' 24"W North: 1,468,580.21188664' Segment# 89: Line Course: S0° 16' 17"W North: 1,465,868.98230103' Segment# 90: Line Length: 2,631.66' East: 3,175,040.19195072' Length: 2,556.42' East: 3,175,003.16035070' Length: 971.37' East: 3,175,974.51965389' Length: 1,260.00' East: 3,175,969.04631857' Length: 1,686.18' East: 3,177,655.20775021' Length: 1,365.30' East: 3,177,632.73009436' Length: 2,631.62' East: 3,180,264.32532081' Length: 2,711.14' East: 3,180,251.39169587' Length: 2,711.26' East: 3,180,238.54950935' Course: N89° 11' 40"W Length: 2,609.91' North: 1,465,905.67537430' East: 3,177,628.89745850' Segment# 91: Line Course: S0° 29' 18"E North: 1,463,235.80234962' Segment# 92: Line Course: S89° 45' 45"W North: 1,463,231.27875277' Segment# 93: Line Course: S28° 19' 44"E North: 1,463,148.21067352' Segment# 94: Line Course: S24° 51' 51"E North: 1,463,073.55744066' Segment# 95: Line Course: S21° 54' 02"E North: 1,463,009.30503053' Segment# 96: Line Course: S13° 23' 45"E North: 1,462,918.29054282' Segment# 97: Line Course: S11° 50' 40"W North: 1,462,862.98372739' Segment# 98: Line Course: S31° 21' 36"W North: 1,462,729.16681390' Segment# 99: Line Course: N57° 01' 06"W North: 1,462,983.13749780' Length: 2,669.97' East: 3,177,651.65340276' Length: 1,091.30' East: 3,176,560.36277828' Length: 94.37' East: 3,176,605.14437170' Length: 82.28' East: 3,176,639.74051634' Length: 69.25' East: 3,176,665.57054330' Length: 93.56' East: 3,176,687.24625844' Length: 56.51' East: 3,176,675.64728147' Length: 156.71' East: 3,176,594.09326401' Length: 466.54' East: 3,176,202.73861242' Segment# 100: Line Course: S9° 58' 17"E North: 1,462,285.08378336' Segment# 101: Line Course: S31° 27' 39"E North: 1,462,180.54898404' Segment# 102: Line Course: S9° 15' 25"W North: 1,461,891.22658239' Segment# 103: Line Course: S15° 15' 05"E North: 1,461,628.24659172' Segment# 104: Line Course: S1° 28' 50"W North: 1,461,140.98931637' Segment# 105: Line Course: S89° 26' 30"W North: 1,461,139.81187626' Segment# 106: Line Course: N9° 57' 47"W North: 1,461,387.51913478' Segment# 107: Line Course: N1° 12' 10"W North: 1,461,784.10173529' Segment# 108: Line Course: N14° 38' 54"W North: 1,463,077.54738712' Segment# 109: Line Length: 708.76' East: 3,176,325.46493137' Length: 122.55' East: 3,176,389.42568676' Length: 293.14' East: 3,176,342.27054387' Length: 272.58' East: 3,176,413.97396715' Length: 487.42' East: 3,176,401.38015857' Length: 120.83' East: 3,176,280.55589555' Length: 251.50' East: 3,176,237.04309199' Length: 396.67' East: 3,176,228.71663542' Length: 1,336.90' East: 3,175,890.63387076' Course: N80° 11' 57"W Length: 156.62' North: 1,463,104.20784358' East: 3,175,736.29967345' Segment# 110: Line Course: S59° 46' 48"W North: 1,462,884.08013972' Segment# 111: Line Course: S54° 40' 54"W North: 1,462,672.48289967' Segment# 112: Line Course: N0° 10' 28"W North: 1,463,224.98033889' Segment# 113: Line Course: N0° 10' 58"W North: 1,465,942.07651347' Segment# 114: Line Course: N0° 11' 37"W North: 1,468,604.66131182' Segment# 115: Line Course: N0° 11' 18"W North: 1,471,267.69692522' Segment# 116: Line Course: S89° 43' 52"W North: 1,471,267.55613585' Segment# 117: Line Course: N89° 49' 25"W North: 1,471,275.63357450' Segment# 118: Line Course: N89° 49' 13"W North: 1,471,283.76895900' Length: 437.35' East: 3,175,358.38590485' Length: 366.01' East: 3,175,059.73907647' Length: 552.50' East: 3,175,058.05692104' Length: 2,717.11' East: 3,175,049.38915372' Length: 2,662.60' East: 3,175,040.39184244' Length: 2,663.05' East: 3,175,031.63831496' Length: 30.00' East: 3,175,001.63864532' Length: 2,623.77' East: 3,172,377.88107880' Length: 2,593.58' East: 3,169,784.31383812' Segment# 119: Line Course: S0° 06' 35"E North: 1,468,648.61379093' Segment# 120: Line Course: S0° 47' 51"E North: 1,467,670.97850142' Segment# 121: Line Course: S89° 12' 09"W North: 1,467,670.56094488' Segment# 122: Curve Length: 312.40' Delta: 21° 03' 30" Chord: 310.64' Course In: N71° 02' 45"W RP North: 1,467,946.65088121' End North: 1,467,400.14568224' Segment# 123: Curve Length: 357.62' Delta: 27° 19' 10" Chord: 354.24' Course In: S49° 59' 17"E RP North: 1,466,917.93521255' End North: 1,467,082.71344976' Segment# 124: Line Course: S12° 41' 30"W North: 1,465,994.79094596' Segment# 125: Line Course: S88° 04' 38"W North: 1,465,994.44636174' Segment# 126: Line Length: 2,635.16' East: 3,169,789.36020344' Length: 977.73' East: 3,169,802.96878865' Length: 30.00' East: 3,169,772.97169468' Radius: 850.00' Tangent: 157.98' Course: S29° 28' 59"W Course Out: S49° 59' 17"E East: 3,168,969.05979213' East: 3,169,620.08365306' Radius: 750.00' Tangent: 182.28' Course: S26° 21' 07"W Course Out: N77° 18' 30"W East: 3,170,194.51647152' East: 3,169,462.84158980' Length: 1,115.17' East: 3,169,217.83392741' Length: 10.27' East: 3,169,207.56970987' Course: $6° 28' 46"W Length: 328.49' North: 1,465,668.05462290' Segment# 127: Curve Length: 287.35' Delta: 59° 10' 50" Chord: 274.75' Course In: S82° 00' 24"E RP North: 1,465,629.36872149' End North: 1,465,412.59578116' Segment# 128: Line Course: S51° 11' 14"E North: 1,465,240.20060247' Segment# 129: Curve Length: 312.04' Delta: 30° 40' 30" Chord: 308.33' Course In: N40° 43' 23"E RP North: 1,465,681.90348776' End North: 1,465,108.02144007' Segment# 130: Line Course: S89° 54' 14"E North: 1,465,107.97111643' Segment# 131: Line Course: S89° 54' 14"E North: 1,465,107.92079279' Segment# 132: Line Course: S0° 05' 46"W North: 1,463,253.72340152' Segment# 133: Line Course: S0° 13' 13"W North: 1,460,528.24354395' East: 3,169,170.50068079' Radius: 278.20' Tangent: 157.98' Course: S21° 35' 49"E Course Out: S38° 48' 46"W East: 3,169,445.99776068' East: 3,169,271.62823256' Length: 275.05' East: 3,169,485.94669856' Radius: 582.82' Tangent: 159.86' Course: $64° 36' 53"E Course Out: S10° 02' 50"W East: 3,169,866.18046025' East: 3,169,764.50181088' Length: 30.00' East: 3,169,794.50176868' Length: 30.00' East: 3,169,824.50172647' Length: 1,854.20' East: 3,169,821.39139024' Length: 2,725.50' East: 3,169,810.91303373' Perimeter: 142,993.68' Error Closure: 0.03691099 Error North : 0.023458782 Precision 1: 3,874,013.67 Area: 94,057,011.0568Sq.Ft. Course: N50° 32' 21"E East: 0.028497485 Exhibit A Legal Description Annexation Boundary 1 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N11°20'07"E 149.95' TO A POINT ON THE EAST LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE S 11 °44'23 "E 150.03' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE 589°35'49"W 30.00' ALONG THE NORTH LINE OF THE SW 1/4 OF SAID SECTION 10 TO THE WEST 1/4 CORNER OF SAID SECTION 10; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE POINT OF BEGINNING. CONTAINS 0.101 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 2 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N02°05'15"E 749.78' TO A POINT ON THE EAST LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE S02°29'54"E 749.87' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE Ni1 °44'23 "W 150.03' TO A POINT ON THE WEST LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE S11°20'07"W 149.95' TO THE POINT OF BEGINNING. CONTAINS 0.415 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 3 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N00°15'11"E 2653.23' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE N00°40'43"E 1095.87' TO A POINT ON THE EAST LINE OF THE SE 1/4 OF SECTION 4, T7N, R67W; THENCE S00°14'18"E 1095.75' TO A POINT ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 3, T7N, R67W; THENCE S00°39'50"E 2653.30' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N02°29'54"W 749.87' TO A POINT ON THE WEST LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE S02°05'15"W 749.78' TO THE POINT OF BEGINNING. CONTAINS 2.066 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. Legal Description Annexation Boundary 4 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00° 16'01 "W 2620.59' ALONG THE EAST LINE OF THE SE 1/4 OF SAID SECTION 9 TO THE EAST 1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE 1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE POINT OF BEGINNING. THENCE N00°01'25"E 2653.23' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 9; THENCE N00°23'24"E 2725.66' TO A POINT ON THE NORTH LINE OF THE SE 1/4 OF SECTION 4, T7N, R67W; THENCE N00° 17'43"E 1814.03'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 698.89', HAVING A CHORD BEARING OF N65°57'24"W AND A CHORD DISTANCE OF 356.34', HAVING A CENTRAL ANGLE OF 29°32'20" AND AN ARC LENGTH OF 360.31'; THENCE N51°11' 14"W 275.50'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 326.88', HAVING A CHORD BEARING OF N21°38'20"W AND A CHORD DISTANCE OF 308.11', HAVING A CENTRAL ANGLE OF 56°14'11" AND AN ARC LENGTH OF 320.84'; THENCE N06°28'46"E 323.32' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; THENCE N12°08'28"E 1126.72'; THENCE IN A NORTHEASTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N26°21'03"E AND A CHORD DISTANCE OF 380.24', HAVING A CENTRAL ANGLE OF 27°19'18" AND AN ARC LENGTH OF 383.87'; THENCE IN A NORTHERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF N19°44'26"E AND A CHORD DISTANCE OF 550.88', HAVING A CENTRAL ANGLE OF 40°32'32" AND AN ARC LENGTH OF 562.55'; THENCE N00°47'51"W 694.78' TO A POINT ON THE NORTH LINE OF THE SE 1/4 OF SECTION 33, T8N, R67W; THENCE N00°06'35"W 2635.05' TO A POINT ON THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 33; THENCE N89°01'47"E 5.00' ALONG THE NORTH LINE OF THE NE 1/4 OF SAID SECTION 33 TO THE NE CORNER OF SAID SECTION 33; THENCE S89°49'13"E 5.00' ALONG THE NORTH LINE OF THE NW 1/4 OF SECTION 34, T8N, R67W; THENCE S00°06'35"E 2635.03' TO A POINT ON THE SOUTH LINE OF THE NW 1/4 OF SAID SECTION 34; THENCE S00°47'51 "E 694.75'; THENCE IN A SOUTHERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S02°31'57"W AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06°07'46" AND AN ARC LENGTH OF 86.12' TO A POINT ON THE WEST LINE OF THE SW 1/4 OF SAID SECTION 34; THENCE IN A SOUTHWESTERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S22°48'16"W AND A CHORD DISTANCE OF 476.29', HAVING A CENTRAL ANGLE OF 34°24'52" AND AN ARC LENGTH OF 483.53'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF S26°21'10"W AND A CHORD DISTANCE OF 375.48', HAVING A CENTRAL ANGLE OF 27°19'06" AND AN ARC LENGTH OF 379.06'; THENCE S12°08'46"W 1124.19' TO A POINT ON THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 33; THENCE S06°29'49"W 324.82'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A NON - TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 316.88', HAVING A CHORD BEARING OF S21°37'39"E AND A CHORD DISTANCE OF 298.58', HAVING A CENTRAL ANGLE OF 56°12'50" AND AN ARC LENGTH OF 310.90'; THENCE S51°11'14"E 11' 14"E 275.38'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF $66°06'02"E AND A CHORD DISTANCE OF 354.58', HAVING A CENTRAL ANGLE OF 29°49'35" AND AN ARC LENGTH OF 358.61' TO A POINT ON THE EAST LINE OF LOT 1 OF SAID SECTION 4; THENCE IN A EASTERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF S81°13'24"E AND A CHORD DISTANCE OF 5.04', HAVING A CENTRAL ANGLE OF 00°25'08" AND AN ARC LENGTH OF 5.04'; THENCE S00°06' 11 "E 1822.47' TO A POINT ON THE SOUTH LINE OF THE NW 1/4 OF SECTION 3, T7N, R67W; THENCE S00°03'02"W 2725.63' TO A POINT ON THE SOUTH LINE OF THE SW 1/4 OF SAID SECTION 3; THENCE S00°26'05"E 2653.24' TO A POINT AT THE INTERSECTION OF THE NORTH LINE OF THE SW 1/4 OF SECTION 10, T7N, R67W, WITH THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N00°39'50"W 2653.30' TO A POINT ON THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 10; THENCE N00°14'18"W 1095.75' TO A POINT ON THE WEST LINE OF THE SW 1/4 OF SAID SECTION 3; THENCE S00°40'43"W 1095.87' TO A POINT ON THE SOUTH LINE OF THE SE 1/4 OF SAID SECTION 4; THENCE S00°15'11"W 2653.23' TO THE POINT OF BEGINNING. CONTAINS 4.560 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. 2021 BHS SOLAR ANNEXATION BOUNDARY 5 COMMENCING AT A SOUTHEAST CORNER OF SECTION 9, T7N, R67W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, WITH A NORTHING OF 1455254.24' AND AN EASTING OF 3169802.61'; THENCE N00°16'01"W 2620.59' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 9 TO THE E1/4 CORNER OF SAID SECTION 9; THENCE N89°50'46"W 30.00' ALONG THE NORTH LINE OF THE SE1/4 OF SAID SECTION 9 TO A POINT ON THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 AND THE TRUE POINT OF BEGINNING. THENCE ALONG THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 THE FOLLOWING THIRTEEN COURSES (13): 1) N00°12'20"W 2653.28' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 9 TO A POINT ON THE NORTH LINE OF THE NE1/4 OF SAID SECTION 9; 2) N00°13'13"E 2725.82' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SECTION 4, T7N, R67W TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 4; 3) N00°05'46"E 1793.22' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 4; 4) ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 642.82', HAVING A CHORD BEARING OF N65°07'44"W AND A CHORD DISTANCE OF 349.21 HAVING A CENTRAL ANGLE OF 31°31'18" AND AN ARC LENGTH OF 353.65'; 5) N51°11'14"W 11' 14"W 274.08'; 6) ALONG A TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 338.20', HAVING A CHORD BEARING OF N21°40'03"W AND A CHORD DISTANCE OF 333.28', HAVING A CENTRAL ANGLE OF 59°02'23" AND AN ARC LENGTH OF 348.49'; 7) N06°28'46"E 318.88' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; 8) S88°04'38"W 32.42' ALONG THE NORTH LINE OF LOT 1 OF SAID SECTION 4; 9) N12°41'30"E 1141.25'; 10) ALONG A TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 850.00', HAVING A CHORD BEARING OF N26°21'07"E AND A CHORD DISTANCE OF 401.48', HAVING A CENTRAL ANGLE OF 27°19'13" AND AN ARC LENGTH OF 405.30'; 11) ALONG A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 750.00', HAVING A CHORD BEARING OF N19°36'26"E AND A CHORD DISTANCE OF 522.97', HAVING A CENTRAL ANGLE OF 40°48'34" AND AN ARC LENGTH OF 534.19' TO A POINT 50' WEST OF THE EAST LINE OF THE SE1/4 OF SECTION 33, T8N, R67W; 12) N00°47'53"W 691.44' PARALLEL AND 50' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 33 TO A POINT ON THE NORTH LINE OF THE SE1/4 OF SAID SECTION 33; 13) N00°05'30"W 2664.57' PARALLEL AND 50' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 33 TO A POINT ON THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 88 IN SECTION 28, T8N, R67W; THENCE N89°01'47"E 19.52' ALONG THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 88 TO THE INTERSECTION WITH THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19; THENCE N00°34'21 "E 2599.57' ALONG THE WEST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 TO A POINT ON THE NORTH LINE OF THE SE1/4 OF SAID SECTION 28; THENCE N89° 14' 15"E 30.01' ALONG THE NORTH LINE OF THE SE1/4 OF SAID SECTION 28 TO THE E1/4 CORNER OF SAID SECTION 28; THENCE N89°49'52"E 2634.84' ALONG THE NORTH LINE OF THE SW1/4 OF SECTION 27, T8N, R67W TO THE C1/4 CORNER OF SAID SECTION 27; THENCE N00°48'46"E 526.03' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; THENCE S77°30'53"E 112.53'; THENCE N86°29'07"E 120.20'; THENCE S84°30'53"E 106.52'; THENCE S74°30'53"E 105.99'; THENCE $64°30'53"E 108.62'; THENCE S59°30'53"E 930.00'; THENCE $60°50'49"E 398.50'; THENCE $64°50'49"E 1018.49' TO A POINT ON THE EAST LINE OF THE SE1/4 OF SAID SECTION 27; THENCE N00°49'49"E 109.74' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27; THENCE N64°50'49"W 969.80'; THENCE N60°50'49"W 393.85'; THENCE N59°30'53"W 933.21; THENCE N64°30'53"W 121.74'; THENCE N74°30'53"W 123A9'; THENCE N84°30'53"W 123.14'; THENCE S86°29'07"W 114.02'; THENCE N77°30'53"W 108.20'; THENCE N69°53'35"W 11.34' TO A POINT ON THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; THENCE N00°48'46"E 2015.62' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE N1/4 CORNER OF SAID SECTION 27; THENCE NO2°45'10"E 30.18' ALONG THE WEST LINE OF THE SE1/4 OF SECTION 22, T8N, R67W TO A POINT ON THE NORTH RIGHT-OF-WAY OF WELD COUNTY ROAD 90; THENCE N89°28'38"E 2626.46' ALONG THE NORTH RIGHT- OF-WAY OF WELD COUNTY ROAD 90 TO A POINT ON THE WEST LINE OF THE SW1/4 OF SECTION 23, T8N, R67W; THENCE NO3°05'46"E 2609.79' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 23 TO THE W1/4 CORNER OF SAID SECTION 23;THENCE NO3°05'46"E 2639.85' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23; THENCE N00°30'47"E 2640.21' ALONG THE WEST LINE OF THE SW1/4 OF SECTION 14, T8N, R67W TO THE W1/4 CORNER OF SAID SECTION 14; THENCE N89°16'54"E 2565.55' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 14 TO THE C1/4 CORNER OF SAID SECTION 14; THENCE S00°17'03"W 2650.69' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE S1/4 CORNER OF SAID SECTION 14; THENCE N89°31'39"E 2546.15' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE WEST RIGHT-OF-WAY OF A ROAD EASEMENT, BEING 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23; THENCE S01°39'50"W 2661.86' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE EAST 1/4 CORNER OF SAID SECTION 23; THENCE S01°39'47"W 2661.83' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE S01°02'23"W 30.00' TO A POINT IN THE NE1/4 OF SECTION 26, T8N, R67W AND ON THE SOUTH RIGHT-OF-WAY OF WELD COUNTY ROAD 90; THENCE N89°55'35"W 2611.34' PARALLEL AND 30' SOUTH OF THE NORTH LINE OF THE NE1/4 OF SAID SECTION 26 TO A POINT ON THE WEST LINE OF THE NE1/4 OF SAID SECTION 26, BEING 30' SOUTH OF THE N1/4 CORNER OF SAID SECTION 26; THENCE N89°55'28"W 2641.07' PARALLEL AND 30' SOUTH OF THE THE NORTH LINE OF THE NW1/4 OF SAID SECTION 26 TO A POINT ON THE WEST LINE OF THE NW1/4 OF SAID SECTION 26; THENCE S00°50'14"W 2631.66' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 26 TO THE W1/4 CORNER OF SAID SECTION 26; THENCE S00°49'48"W 2556.42' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE N89°43'52"E 971.37'; THENCE N00° 14'56"W 1260.00'; THENCE N89°43'52"E 1686.18' TO A POINT ON THE EAST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE S00°56'36"W 1365.30' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 26 TO THE S1/4 CORNER OF SAID SECTION 26; THENCE N89°45'05"E 2631.62' ALONG THE NORTH LINE OF THE NE1/4 OF SECTION 35, T8N, R67W TO THE NORTHEAST CORNER OF SAID SECTION 35; THENCE S00°16'24"W 2711.14' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 35 TO THE E1/4 CORNER OF SAID SECTION 35; THENCE S00°16'17"W 2711.26' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 35 TO THE SOUTHEAST CORNER OF SAID SECTION 35; THENCE N89° 11'40"W 2609.91' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 35 TO THE S1/4 CORNER OF SAID SECTION 35; THENCE S00°29'18"E 2669.97' ALONG THE EAST LINE OF THE E1/2NW 1/4 OF SECTION 2, T7N, R67W TO THE C1/4 CORNER OF SAID SECTION 2; THENCE S89°45'45"W 1091.30' ALONG THE SOUTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE NORTHEAST CORNER OF LOT C OF RECORDED EXEMPTION NO. 0705-02-3 RE -2945 RECORDED MARCH 26, 2001 AT RECEPTION NO. 2834816 AND CORRECTION AFFIDAVIT RECORDED JUNE 4, 2001 AT RECEPTION NO. 2854222 THENCE ALONG THE EAST LINE OF SAID LOT C THE FOLLOWING ELEVEN (11) COURSES: 1) S28°19'44"E 94.37; 2) S24°51'51 "E 82.28'; 3) S21°54'02"E 69.25'; 4) S13°23'45"E 93.56'; 5) S11°50'40"W 56.51; 6) S31°21'36"W 156.71'; 7) N57°01'06"W 466.54'; 8) S09°58' 17"E 708.76'; 9) S31°27'39"E 122.55'; 10) S09°15'25"W 293.14'; 11) S15°15'05"E 272.58'; THENCE S01°28'50"W 487.42' TO A BLUE PLASTIC CAP FOUND ON THE BOUNDARY OF SAID LOT C; THENCE S89°26'30"W 120.83' ALONG THE BOUNDARY OF SAID LOT C TO A BLUE PLASTIC CAP MARKED LS 11848; THENCE N09°57'47"W 251.50'; THENCE N01°12'10"W 396.67'; THENCE N14°38'54"W 1336.90'; THENCE N80°11'57"W 156.62'; THENCE S59°46'48"W 437.35'; THENCE S54°40'54"W 366.01' TO A POINT ON THE EAST RIGHT-OF-WAY OF A ROAD EASEMENT, BEING 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 2; THENCE N00°10'28"W 552.50' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 2; THENCE N00°10'58"W 2717.11' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 2; THENCE N00°11'37"W 2662.60' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW 1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 35, BEING 30' EAST OF THE W1/4 CORNER OF SAID SECTION 35; THENCE N00°11'18"W 2663.01' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35; THENCE S89°48'42"W 30.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE NORTHWEST CORNER OF SAID SECTION 35; THENCE N89°49'25"W 2623.77' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 27 TO THE S1/4 CORNER OF SAID SECTION 27; THENCE N89°49'13"W 2593.58' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 27 TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF WELD COUNTY ROAD 19, BEING 30' EAST OF THE SOUTHWEST CORNER OF SAID SECTION 27; THENCE ALONG THE EAST RIGHT-OF-WAY OF WELD COUNTY ROAD 19 THE FOLLOWING SIXTEEN COURSES (16): 1) S00°06'35"E 2635.16' PARALLEL AND 30 EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 34 TO A POINT ON THE SOUTH LINE OF THE NW1/4 OF SAID SECTION 34; 2) S00°47'51 "E 977.73' PARALLEL AND 30 EAST OF THE WEST LINE OF THE SW 1/4 OF SAID SECTION 34; 3) S89°12'09"W 30.00' TO A POINT ON THE WEST LINE OF THE SW1/4 OF SAID SECTION 34; 4) ALONG A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 850.00', HAVING A CHORD BEARING OF S29°28'59"W AND A CHORD DISTANCE OF 310.64', HAVING A CENTRAL ANGLE OF 21°03'28" AND AN ARC LENGTH OF 312.40'; 5) ALONG A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 750.00', HAVING A CHORD BEARING OF S26°21'07"W AND A CHORD DISTANCE OF 354.24', HAVING A CENTRAL ANGLE OF 27°19'13" AND AN ARC LENGTH OF 357.62'; 6) S12°41'30"W 1115.17' TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 33; 7) S88°04'38"W 10.27' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 33; 8) S06°28'46"W 328.49'; 9) ALONG A NON -TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 278.20', HAVING A CHORD BEARING OF S21°35'49"E AND A CHORD DISTANCE OF 274.75', HAVING A CENTRAL ANGLE OF 59°10'50" AND AN ARC LENGTH OF 287.35'; 10) S51°11'14"E 275.05'; 11) ALONG A NON -TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 582.82', HAVING A CHORD BEARING OF $64°36'53"E AND A CHORD DISTANCE OF 308.33', HAVING A CENTRAL ANGLE OF 30°40'34" AND AN ARC LENGTH OF 312.04'; 12) S89°54'14"E 30.00' TO A POINT ON THE EAST LINE OF LOT 1 OF SAID SECTION 4; 13) 589°54'14"E 30.00'; 14) S00°05'46"W 1854.20' TO A POINT ON THE SOUTH LINE OF THE NW1/4 OF SECTION 3, T7N, R67W; 15) S00°13'13"W 2725.50' TO A POINT ON THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 3; 16) S00°12'20"E 2653.22' TO A POINT OF THE SOUTH LINE OF THE NW1/4 OF SECTION 10, T7N, R67W; THENCE N00°26'05"W 2653.24' TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 10; THENCE N00°03'02"E 2725.63' TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 3; THENCE N00°06'11"W 1822.47'; THENCE N81°13'24"W 5.04' TO A POINT ON THE WEST LINE OF THE NW1/4 OF SAID SECTION 3; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 688.89', HAVING A CHORD BEARING OF N66°06'02"W AND A CHORD DISTANCE OF 354.58', HAVING A CENTRAL ANGLE OF 29°49'35" AND AN ARC LENGTH OF 358.61'; THENCE N51°11'14"W 11' 14"W 275.38'; THENCE IN A NORTHWESTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 316.88', HAVING A CHORD BEARING OF N21°37'39"W AND A CHORD DISTANCE OF 298.58', HAVING A CENTRAL ANGLE OF 56°12'50" AND AN ARC LENGTH OF 310.90'; THENCE N06°29'49"E 324.82' TO A POINT ON THE NORTH LINE OF LOT 1 OF SAID SECTION 4; THENCE N12°08'46"E 1124.19'; THENCE IN A NORTHEASTERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF N26°21' 10"E AND A CHORD DISTANCE OF 375.48', HAVING A CENTRAL ANGLE OF 27°19'06" AND AN ARC LENGTH OF 379.06'; THENCE IN A NORTHEASTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N22°48'16"E AND A CHORD DISTANCE OF 476.29', HAVING A CENTRAL ANGLE OF 34°24'52" AND AN ARC LENGTH OF 483.53' TO A POINT ON THE EAST LINE OF THE SE1/4 OF SAID SECTION 33; THENCE IN A NORTHERLY DIRECTION WITH A COMPOUND TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF N02°31'57"E AND A CHORD DISTANCE OF 86.08', HAVING A CENTRAL ANGLE OF 06°07'46" AND AN ARC LENGTH OF 86.12'; THENCE N00°47'51 "W 694.75' TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 34; THENCE N00°06'35"W 2635.03' TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 34; THENCE N89°49'13"W 5.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 34 TO THE NORTHWEST CORNER OF SAID SECTION 34; THENCE S89°01'47"W 5.00' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 33; THENCE S00°06'35"E 2635.05' TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 33; THENCE S00°47'51"E 687.38'; THENCE IN A SOUTHERLY DIRECTION WITH A NON -TANGENT CURVE TURNING TO THE RIGHT WITH A RADIUS OF 795.01', HAVING A CHORD BEARING OF S19°28'26"W AND A CHORD DISTANCE OF 557.83', HAVING A CENTRAL ANGLE OF 41°04'34" AND AN ARC LENGTH OF 569.95'; THENCE IN A SOUTHWESTERLY DIRECTION WITH A REVERSE TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 805.01', HAVING A CHORD BEARING OF S26°21'03"W AND A CHORD DISTANCE OF 380.24', HAVING A CENTRAL ANGLE OF 27°19'18" AND AN ARC LENGTH OF 383.87'; THENCE S12°08'28"W 1126.72' TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 33; THENCE S06°28'46"W 323.32'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 326.88', HAVING A CHORD BEARING OF S21°38'20"E AND A CHORD DISTANCE OF 308.11', HAVING A CENTRAL ANGLE OF 56°14'11" AND AN ARC LENGTH OF 320.84'; THENCE S51°11'14"E 11' 14"E 275.50'; THENCE IN A SOUTHEASTERLY DIRECTION WITH A TANGENT CURVE TURNING TO THE LEFT WITH A RADIUS OF 698.89', HAVING A CHORD BEARING OF $65°57'24"E AND A CHORD DISTANCE OF 356.34', HAVING A CENTRAL ANGLE OF 29°32'20" AND AN ARC LENGTH OF 360.31'; THENCE S00°17'43"W 1814.03' TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 4; THENCE S00°23'24"W 2725.66' TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 4; THENCE S00°01'25"W 2653.23' TO THE TRUE POINT OF BEGINNING. CONTAINS 2159.252 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. CONTIGUITY = 27,765' PERIMETER = 142,994' RATIO 1:5.15 Exhibit B LEGAL DESCRIPTION ANNEXATION BOUNDARY - BERRADO HOLDINGS, LLC REAL PROPERTY DESCRIBED AS A PORTION OF SECTION 35, TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 35, WITH A NORTHING OF 1,465,942.47' AND EASTING OF 3,175,019.36', FROM WHICH THE W1/4 CORNER OF SAID SECTION 35 BEARS S00°11'18"E; THENCE N89°43'52"E 30.00' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE TRUE POINT OF BEGINNING; THENCE N89°43'52"E 2601.13' ALONG THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 TO THE N1/4 CORNER OF SAID SECTION 35; THENCE N89°45'05"E 2631.62' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 35 TO THE NORTHEAST CORNER OF SAID SECTION 35; THENCE S00°16'24"W 2711.14' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 35 TO THE E1/4 CORNER OF SAID SECTION 35; THENCE S00°16'17"W 2711.26' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 35 TO THE SOUTHEAST CORNER OF SAID SECTION 35; THENCE N89°11'40"W 2609.91' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 35 TO THE S1/4 CORNER OF SAID SECTION 35; THENCE N89°09'50"W 1304.93' ALONG THE SOUTH LINE OF THE SE1/4SW1/4 OF SAID SECTION 35 TO THE W1/16 CORNER OF SAID SECTION 35; THENCE N89°13'11"W 1274.83' ALONG THE SOUTH LINE OF THE SW1/4SW1/4 OF SAID SECTION 35 TO A POINT 30' EAST OF THE SOUTHWEST CORNER OF SAID SECTION 35; THENCE N00°11'37"W 2662.60' PARALLEL AND 30' EAST OF THE WEST LINE OF THE SW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE SW1/4 OF SAID SECTION 35; THENCE N00°11'18"W 2663.05' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 35 TO A POINT ON THE NORTH LINE OF THE NW1/4 OF SAID SECTION 35 AND THE TRUE POINT OF BEGINNING. CONTAINS 642.889 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - DRAKE CARLETON PARTNERSHIP LLLP REAL PROPERTY DESCRIBED AS A PORTION OF LOT C OF RECORDED EXEMPTION NO. 0705-02-3 RE -2945 RECORDED MARCH 26, 2001 AT RECEPTION NO. 2834816 AND CORRECTION AFFIDAVIT RECORDED JUNE 4, 2001 AT RECEPTION NO. 2854222, LOCATED IN THE W1/2 OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE W1/16 CORNER OF SAID SECTION 2, WITH A NORTHING OF 1,465,924.70' AND BASTING OF 3,176,324.07', FROM WHICH THE N1/4 CORNER OF SAID SECTION 2 BEARS S89°09'50"E, AND ALSO BEING A CORNER OF SAID LOT C; THENCE ALONG SAID LOT C THE FOLLOWING THIRTEEN (13) COURSES: 1) S00°20'09"E 2694.40' ALONG THE EAST LINE OF THE W1/2NW1/4 OF SAID SECTION 2 TO THE C -W1/16 CORNER OF SAID SECTION 2; 2) N89°45'45"E 220.47'ALONG THE NORTH LINE OF THE NE1/4SW1/4 OF SAID SECTION 2; 3) S28°19'44"E 94.37'; 4) S24°51'51 "E 82.28'; 5) S21°54'02"E 69.25'; 6) S13°23'45"E 93.56; 7) S11°50'40"W 56.51'; 8) S31°21'36"W 156.71; 9) N57°01'06"W 466.54'; 10) S09°58'17"E 708.76'; 11) S31°27'39"E 122.55'; 12) S09°15'25"W 293.14'; 13) S15°15'05"E 272.58'; THENCE S01 °28'50"W 487A2'; THENCE S89°26'30"W 120.83'; THENCE N09°57'47"W 251.50'; THENCE N01°12'10"W 396.67'; THENCE N14°38'54"W 1336.90'; THENCE N80° 11'57"W 156.62'; THENCE S59°46'48"W 437.35'; THENCE S54°40'54"W 366.01' TO A POINT 30' EAST OF THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 2; THENCE N00°10'28"W 552.50' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 2; THENCE N00°10'58"W 2717.11' PARALLEL AND 30' EAST OF THE WEST LINE OF THE NW1/4 OF SAID SECTION 2 TO A POINT ON THE NORTH LINE OF NW1/4 OF SAID SECTION 2, BEING 30' EAST OF THE NORTHWEST CORNER OF SAID SECTION 2; THENCE S89°13'11"E 1274.83' ALONG THE NORTH LINE OF NW1/4 OF SAID SECTION 2 TO THE TRUE POINT OF BEGINNING. CONTAINS 99.402 ACRES MORE OR LESS. AIL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - ENERPLUS RESOURCES (USA) CORPORATION REAL PROPERTY DESCRIBED AS A PORTION OF THE SW1/4 OF SECTION 26, TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE S1/4 CORNER OF SAID SECTION 26, WITH A NORTHING OF 1,471,279.88' AND EASTING OF 3,177,632.71', FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 26 BEARS N89°45'05"E; THENCE S89°43'52"W 2631.13' ALONG THE SOUTH LINE OF THE SW 1/4 OF SAID SECTION 26 TO THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE N00°50'10"E 105.02' ALONG THE WEST LINE OF THE SW1/4SW1/4 OF SAID SECTION 26; THENCE N89°43'52"E 971.37'; THENCE N00°14'56"W 1260.00'; THENCE N89°43'52"E 1686.18' TO A POINT ON THE EAST LINE OF THE SW1/4 OF SAID SECTION 26; THENCE S00°56'36"W 1365.30' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 26 TO THE S1/4 CORNER OF SAID SECTION 26 AND THE TRUE POINT OF BEGINNING. CONTAINS 54.737 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. LEGAL DESCRIPTION ANNEXATION BOUNDARY - TERRY W. RAMSEY AND JENNIFER L. BERG-RAMSEY REAL PROPERTY DESCRIBED AS THE E1/2NW1/4 OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE N1/4 CORNER OF SAID SECTION 2, WITH A NORTHING OF 1,465,905.66' AND EASTING OF 3,177,628.87', FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 2 BEARS S89°11'40"E; THENCE S00°29'18"E 2669.97' ALONG THE EAST LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE C1/4 CORNER OF SAID SECTION 2; THENCE S89°45'45"W 1311.77' ALONG THE SOUTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE C -W1/16 CORNER OF SAID SECTION 2; THENCE N00°20'09"W 2694.40' ALONG THE WEST LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE W1/16 CORNER OF SAID SECTION 2; THENCE S89°09'50"E 1304.93' ALONG THE NORTH LINE OF THE E1/2NW1/4 OF SAID SECTION 2 TO THE N1/4 CORNER OF SAID SECTION 2 AND THE TRUE POINT OF BEGINNING. CONTAINS 80.551 ACRES MORE OR LESS. ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM LEGAL DESCRIPTION ANNEXATION BOUNDARY - SPABS LLC REAL PROPERTY DESCRIBED AS THE SW1/4 OF SECTION 14 AND PORTIONS OF SECTIONS 23 AND 27, ALL OF TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE W1/4 CORNER OF SAID SECTION 27, WITH A NORTHING OF 1,473,913.18' AND BASTING OF 3,169,780.55', FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 27 BEARS N01°00'07"E; THENCE N89°49'52"E 2634.84' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 27 TO THE C1/4 CORNER OF SAID SECTION 27; THENCE N00°48'46"E 2645.30' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE N1/4 CORNER OF SAID SECTION 27; THENCE N89°28'28"E 2626.29' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 27 TO THE NORTHEAST CORNER OF SAID SECTION 27; THENCE N03°05'46"E 2639.85' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 23 TO THE W1/4 CORNER OF SAID SECTION 23; THENCE N03°05'46"E 2639.85' ALONG THE WEST LINE OF THE NW1/4 OF SAID SECTION 23 TO THE NORTHWEST CORNER OF SAID SECTION 23; THENCE N00°30'47"E 2640.21' ALONG THE WEST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE W1/4 CORNER OF SAID SECTION 14; THENCE N89°16'54"E 2565.55' ALONG THE NORTH LINE OF THE SW1/4 OF SAID SECTION 14 TO THE C1/4 CORNER OF SAID SECTION 14; THENCE S00°17'03"W 2650.69' ALONG THE EAST LINE OF THE SW1/4 OF SAID SECTION 14 TO THE S1/4 CORNER OF SAID SECTION 14; THENCE N89°31'39"E 2546.15' ALONG THE NORTH LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT BEING 30' WEST OF THE NORTHEAST CORNER OF SAID SECTION 23; THENCE S01°39'50"W 2661.86' PARALLEL AND 30' WEST OF THE EAST LINE OF THE NE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 23; THENCE S01°39'47"W 2661.83' PARALLEL AND 30' WEST OF THE EAST LINE OF THE SE1/4 OF SAID SECTION 23 TO A POINT ON THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23, BEING 30' WEST OF THE SOUTHEAST CORNER OF SAID SECTION 23; THENCE N89°55'35"W 2611.39' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 23 TO THE S1/4 CORNER OF SAID SECTION 23; THENCE N89°55'28"W 2641.13' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 23 TO THE SOUTHWEST CORNER OF SAID SECTION 23; THENCE S00°50'14"W 2661.66' ALONG THE EAST LINE OF THE NE1/4 OF SAID SECTION 27 TO THE E1/4 CORNER OF SAID SECTION 27; THENCE S00°49'49"W 2661.44' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27 TO THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE N89°49'25"W 2623.77' ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 27 TO THE S1/4 CORNER OF SAID SECTION 27; THENCE N89°49'13"W 2623.58' ALONG THE SOUTH LINE OF THE SW1/4 OF SAID SECTION 27 TO THE SOUTHWEST CORNER OF SAID SECTION 27; THENCE N00°34'20"E 1314.82' ALONG THE WEST LINE OF THE SW1/4SW1/4 OF SAID SECTION 27 TO THE S1/16 CORNER OF SAID SECTION 27; THENCE N00°34'22"E 1314.65' ALONG THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 27 TO THE W1/4 CORNER OF SAID SECTION 27 AND THE TRUE POINT OF BEGINNING. CONTAINS 1265.699 ACRES MORE OR LESS. LESS AND EXCEPT THAT PORTION CONVEYED TO THE LARAMIE-POUDRE IRRIGATION COMPANY, A COLORADO CORPORATION, BY DEED RECORDED FEBRUARY 18, 1926 IN BOOK 796 AT PAGE 98, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE E1/4 CORNER OF SAID SECTION 27, WITH A NORTHING OF 1,473,928.70' AND EASTING OF 3,175,040.18', FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 27 BEARS N00°50'14"E; THENCE S00°49'49"W 573.10' ALONG THE EAST LINE OF THE NE1/4SE1/4 OF SAID SECTION 27 TO THE TRUE POINT OF BEGINNING; THENCE ALONG THE BOUNDARY OF A TRACT OF LAND AS DESCRIBED IN DEED RECORDED FEBRUARY 18, 1926 IN BOOK 796 AT PAGE 98, THE FOLLOWING NINETEEN (19) COURSES: 1) S00°49'49"W 109.74' ALONG THE EAST LINE OF THE SE1/4 OF SAID SECTION 27; 2) N64°50'49"W 1018A9'; 3) N60°50'49"W 398.50'; 4) N59°30'53 "W 930.00'; 5) N64°30'53"W 108.62'; 6) N74°30'53"W 105.99'; 7) N84°30'53"W 106.52'; 8) S86°29'07"W 120.20'; 9) N77°30'53"W 112.53' TO A POINT ON THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; 10) N00°48'46"E 103.65' ALONG THE WEST LINE OF THE NE1/4 OF SAID SECTION 27; 11) $69°53'35"E 11.34'; 12) S77°30'53"E 108.20'; 13) N86°29'07"E 114.02'; 14) S84°30'53"E 123.14'; 15) S74°30'53"E 123.49'; 16) $64°30'53"E 121.74'; 17) S59°30'53"E 933.21; 18) $60°50'49"E 393.85'; 19) $64°50'49"E 969.80' TO A POINT ON THE EAST LINE OF THE NE1/4SE1/4 OF SAID SECTION 27 AND THE TRUE POINT OF BEGINNING. CONTAINS 6.657 ACRES MORE OR LESS. TOTAL NET IS 1259.042 ACRES MORE OR LESS ALL BEARINGS, DISTANCES, COORDINATES AND AREAS ARE BASED ON COLORADO COORDINATE SYSTEM OF 1983, NORTH ZONE, U.S. SURVEY FEET. M4.L(K4IU BHS SOLAR, LLC Vicinity Map Existing Features O Residences Highway Weld County Roads Annexation Boundary (Q1 2022) Annexation Boundary (O4 2021) Section Boundary ownship and Range Boundary Municipality NWeld County Enterprise Zone E. Severance Growth Management Area 41116%,i Canals Exisiting Transmission (Voltage) alamm" Existing 230kV Transmission ea Existing 345kV Transmission • Existing 115kV Transmission BHS Solar, LLC 300 Spectrum Center Drive, Ste 1020 Irvine, CA 92618 GIS Data Sources Used in Map: • Existing transmission lines: US Department of Energy (Jun, 2018) • Roads: Latimer County 911 Roads (2012) • Parcels: Weld County (April, 2020), • City/Town Limits: DOLA (Oct, 2020), County: Census (2016), Section, Township, and Range: PLSS (Apr, 2015), Canals: CDWR (Jan, 2018) Streams: CDOT (Oct, 2020) Hydroliness: Weld County (2014), Lakes and Ponds: NHD (Jan, 2018) Aerial Imagery (2019) - ESRI `‘Greeley Garden'City Date: 9/13/2021 74 POWER \ GLOBAL 2021 BHS Solar Annexation Impact Report September 28th, 2020 Project Location RECEIVED OCT 0 4 2021 WELD COUNTY COMMISSIONERS BHS Solar, LLC (BHS Solar), a wholly owned indirect subsidiary of Hanwha Energy USA Holding Corporation, d.b.a. 174 Power Global, is petitioning the Town of Severance to annex approximately 1400 acres currently located in Weld County. The property's borders include: • North: Approximately 8,000 ft north of Weld County Road 90 • East: Weld County Road 23 • South: Approximately 600 ft north of Weld County Road 84 • West: Weld County Road 19 *all undeveloped land in unincorporated Weld County. The area to be developed would be zoned at Rural Residential as designated by the 2020 Comprehensive Plan. See map on last page of this document indicating location and vicinity. Proposed Land Uses The 2021 BHS Solar Annexation is a large-scale solar facility, approximately 1400 acres in total is to annexed roughly 1200 of those acre will the be the solar facility. The remaining acres will be comprised of ROW, easements, and land buffers. At this time the applicant is requesting only annexation and zoning. Applicant will be required to submit a Site Plan in accordance with Town regulations before the Planning Commission and Town Council to provide further information and engineering documents prior to construction. Annexation Agreement Per Colorado Revised Statutes 2013 134 Title 134, an agreement will be drafted between the property owner and municipality outlining the responsibilities of each party. Municipal Services The area to be annexed will receive the following municipal services from the stated responsible agencies: • Water: To be served by North Weld County Water District. See more below • Sewer: To be served by individual wastewater treatment systems if desired. • Police: Severance Police Department. See more below. • Fire & Emergency Services: See more below. • Schools: Weld County RE -4 District and Weld RE- 9 District. See more below. • Library District: Clearview Library District and High Plains Library District. No adverse impacts anticipated at this time. • Electric/Communication Service: Not applicable. If desired the developer/applicant will be required to work with service providers to establish the most efficient manner for extending service to the community • Internet service: Not applicable. If desired the developer/applicant will be required to work with service providers to establish the most efficient manner for extending service to the community Financing Method The project will be privately funded by the project owner/developer. School District Impact The 2021 BHS Solar property is partially located within the Weld County School District RE -4 and partially located in the Weld County School District RE -9. Students that will reside within the annexation area will be currently served by the following schools: • Elementary • Rangeview Elementary - 700 Ponderosa Drive, Severance, CO • Highland Elementary —101 Second Street, Pierce CO • Middle • Severance Middle School - 1801 Avery Plaza Street, Severance, CO • Highland Middle School — 208 West First Street, Ault, CO • High • Severance High School - 1200 Hidden Valley Parkway, Severance, CO • Highland High School — 208 West First Steet, Ault, CO The Town of Severance Reached out to both the Weld RE #4 District and the Weld RE #9 District. Chief Operating Officer of the Weld RE #4 District Jason Seybert comments are as follows, "At this time we do not have a response to this project." The Weld RE #9 District has yet to respond at this time. Currently there are no residences located within the proposes annexation boundaries. Severance Police Department Impact The Town of Severance reached out to the Severance Police Department and Police Chief Jim Gerdeman comments are as follows. "I do not see any impact on the Police Department. Most of these sites are fenced and have no onsite personnel." Emergency Services and Fire Rescue Impacts The Town of Severance and the Windsor Severance Fire Rescue (WSFR) hold an IGA in which it is agreed that as/if the Town of Severances border increases or changes the WSFR protection district will also increase accordingly. The BHS Solar annexations overall boundary is currently split by 3 fire protection districts. Poudre Fire Authority (PFA), Ault Fire, and Nunn Fire. Due to the IGA in place the applicant is working to petition WSFR to be included within its fire protection district. The applicant and Town staff has contacted PFA, Ault, and Nunn fire districts to begin the exclusion process and the applicant will be presenting before each districts board in the coming meetings. The Town of Severance must first annex this property to officially trigger this process. Town staff has met with Windsor Severance Fire Rescue and WSFR has confirmed commitment to the IGA and will start the inclusion process into their fire protection district once the Town of Severance officially annexes the property to be known as BHS Solar Annexation. North Weld County Water District (NWCWD) Impacts The Town of Severance reached out to NWCWD for a response. NWCWD has not responded at this time. At this time the project does not propose the use of potable water. Traffic Impacts The Town of Severance Transportation Master Plan adopted June 22, 2021, provides an in-depth analysis of existing conditions and anticipated needs through year 2040. The analysis projects build - out of residential and commercial uses, the traffic that would be generated and the road improvements necessary to accommodate the traffic at acceptable levels. Further traffic analysis will be conducted with the Site Plan submittal where a Transportation Impact Study will be required. Traffic impact for this project is anticipated to be minimal as this project does not propose and residential or commercial buildings. Environmental Impacts Existing land use has been agriculture. Currently staff has no concerns. During development review environmental study may be required. Through referral process Colorado Parks & Wildlife has been involved and has not provided comment at this time. Resident Impacts The proposed annexation by itself does not directly impact residents. However, the site development process that may occur upon annexation is anticipated to be solar. The impacts specific to that development will be further contemplated during the Site Plan process. Similar to all new developments being built, construction would potentially be the largest impact on current residents. Construction noise, dust, and trash is a common resident impact. Community Development Inspector as well as Severance Police Department Code Enforcement would work together to keep impacts minimal by doing routine site visits as well as inspections. On the map attached at the end of this document red dots indicate current residences. All of the parcels included in the overall annexation boundary will continue to be owned by the existing property owners. BHS Solar has entered into long-term leases with the property owners all of which have signed the Annexation Petition. Additionally, the applicant has also reached out nearby residents and held a number of neighborhood meetings including a neighborhood meeting held at Severance Town Hall on October 7th. Economic Impact At this time the Town of Severance will receive a property tax increase due to this annexation. Future development of the project (i.e., Site Plan) may lead to additional use tax revenue based on the construction of the full solar facilities intended. Hello