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Home My WebLink About1.0 Application Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ PROJECT DESCRIPTION Existing Use: __________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Proposed Use (From Use Table 3-403): _____________________________________________________ Description of Project: __________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ PAYMENT AGREEMENT FORM GARFIELD COUNTY (“COUNTY”) and Property Owner (“APPLICANT”) ______ ____ ______________________________________________________________________ agree as follows: 1. The Applicant has submitted to the County an application for the following Project: __________________. 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person:_____________________________________ Phone: (_____)___________________ Billing Contact Address: ___________________________________________________________________ City: ______________________________________________ State: _______ Zip Code: ________________ Billing Contact Email: _____________________________________________________________________ Printed Name of Person Authorized to Sign: ___________________________________________________ ______ ________________________________ (Signature) (Date) Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2185-353-00-060 DATE: March 1, 2016 PROJECT: Pre K through 8 grade school OWNER: Roaring Fork RE-1 School District REPRESENTATIVE: Shannon Pelland for RE-1, Scott Grosscup and Louis Meyer for Roaring Fork Water and Sanitation District, Ray Scott for NV5 PRACTICAL LOCATION: CR 154, adjacent to the FedEx facility, west of SH 82 and south of Orrison Distributing TYPE OF APPLICATION: Location and Extent I. GENERAL PROJECT DESCRIPTION Roaring Fork School District, RE-1, proposes to construct a 500-student Pre-K through 8th Grade school on a 35.1-acre parcel located south of the City of Glenwood Springs between the Roaring Fork River and SH 82 at CR 154. This site is legally described as Parcel 1, Eastbank, LLC and was the subject statutory review for a Location and Extent prior to contracting for the purchase for the land. Statutory obligations require that a School District submit a Location and Extent for site plan review by the County Planning Commission, which is the intent of this pre-application summary. The site plan review is based upon information provided by the Applicant on how the proposed site plan is in general conformity with the County’s Comprehensive Plan. This review process is defined within Section 4-111 of the Garfield County 2013 Land Use and Development Code, as amended (LUDC) and requires a public hearing in which the Planning Commission considers the application and issues an approval or disapproval, based upon the criteria of the review. Proposed school site Figure 1 - Vicinity RE-1 Location and Extent March 7, 2016 2 The site is a portion of a former gravel pit that has been reclaimed to open, non-irrigated meadow. A FedEx distribution facility is located adjacent to the site as well as other uses that include a Waste Transfer Facility, the Orrison Distribution Center, and a contractor’s storage yard, as shown in Figure 3. State Highway 82 is north of the site and vacant property and the Roaring Fork River is located to the west. Access to the site is from CR 154, Old State Highway 82, from a controlled- access intersection at SH 82. The Applicant is required to demonstrate, via a traffic analysis, whether the site will generate a 20% or greater increase to the existing trips at the intersection via a State Highway Access Permit. This state highway intersection is with a county road , therefore the Applicant will need to obtain Board of County Commissioner approval to apply for the permit on behalf of the County. The Future Land Use Map of the Garfield County 2030 Comprehensive Plan designates this parcel as Urban Growth Boundary to the City of Glenwood Springs. This designation means that the future land use of the site is subject to the City of Glenwood Springs Comprehensive Plan. The Applicant should utilize this plan with regard to future uses and density on the site. The Garfield County Comprehensive Plan includes Chapter 3, Plan Elements which should be utilized as the core principles upon which the project is reviewed. Please respond to each with data and reports to support the analysis. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS Garfield County Land Use and Development Code, as amended (LUDC) - Sections:  Section 4-101 – Common Review Procedures  Section 4-111 – Location and Extent Review  Table 4-201 – Submittal Requirements  Section 4-203 Description of Submittal Requirements Garfield County Comprehensive Plan III. REVIEW PROCESS The process to accommodate these requests shall require a Location and Extent process pursuant to the LUDC. Proposed School Site Hazard Areas RE-1 Location and Extent March 7, 2016 3 A. Pre-application Conference. B. Application Submittal (three paper copies and one electronic copy). C. Determination of Technical Completeness. D. Schedule Public Hearing with Planning Commission and provide public notice documentation. E. Send requests for review to referral agencies. F. Evaluation by Director/Staff resulting in a Staff Report to the Planning Commission. G. Public Hearing before the Planning Commission, resulting in a recommendation for approval or disapproval. H. Planning Commission Resolution memorializing the action. Figure 3 – Adjacent Uses RE-1 Location and Extent March 7, 2016 4 IV. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published pursuant to Section 4 -101.E. ____ None __X_ Planning Commission ____ Board of County Commissioners ____ Board of Adjustment Referral will be sent to the following agencies:  County Road & Bridge  Carbondale Fire Protection District  Third party Engineer Review  RFWSD  CDOT  Others as may be determined based upon review of the submittal documents Subject Site Residential Medium Density Conservation Easement Water and Sewer Service Area Trail Urban Growth Area Floodplain Figure 4 – Future Land Use Map RE-1 Location and Extent March 7, 2016 5 V. SUBMITTAL REQUIREMENTS Due to the nature and scope of this request, the Director has modified the application materials that will be required to be submitted. Please provide the following so that a thorough review of the proposal may be accomplished by staff and the Planning Commission:  4-203.B General Application Materials o Application form; o Agreement to pay form; o Project Description; o Deed and/or title commitment; o Statements of Authority, if necessary; o Letter of Authorization (providing authorization from property owner to the individual submitting the application); o Names and mailing addresses of mineral owners of subject parcel; o Names and mailing addresses of owners of property within 200 feet of subject parcel; o Assessor map indicating the above properties  4-203.C Vicinity Map  4-203.D Site Plan  Response to Review Criteria. Provide evidence and information as to how the project is in general conformance with the County’s Comprehensive Plan. o Future land Use utilizing the City of Glenwood Springs FLUM; o Garfield County Plan Elements;  Urban Growth/IGA  Housing  Transportation – access (both external and internal), traffic analysis, emergency access analysis and State Highway Access Permit requirements  Economics, Employment and Tourism  Recreation, open space and trails  Agriculture  Water and Sewer Service – Please provide supporting documentation on service provider as well as engineering information on how the service will be provided  Natural Resources – Include potential impact to the Roaring Fork River, wildlife, riparian area, geology, grading and drainage  Mineral Extraction  Renewable Energy  CGS Consultation RE-1 Location and Extent March 7, 2016 6  Submit three paper copies and one electronic copy (CD or thumbdrive) of the submittal documents. Additional copies for Planning Commission members will be requested upon determination of technical completeness. VI. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Planning Review Fees: $ No Fee - Staff time may be billed at $40.50/hourly rate Referral Agency Fees: $ TBD County Surveyor: $ Total Deposit: $ 0 General Application Processing Planner reviews case for completeness and sends to referral agencies f or comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre-application Summary Prepared by: March 7, 2016 Kathy Eastley, AICP Date Project Description New Eastbank Pre-Kindergarten – 8 School Roaring Fork School District RE-1 Roaring Fork School District, RE-1, proposes to construct a 75,780 square foot, partial 2-story, new Pre- Kindergarten through Eighth Grade school for a maximum capacity of 500 students. The school will have 31 classrooms, which includes an art room, a music room, an innovation studio, and program classrooms. The school will have a kitchen, cafeteria/commons space, gymnasium, and administrative offices. The school will be on a 35.1-acre parcel located south of the City of Glenwood Springs between the Roaring Fork River and SH 82 at CR 154. This site is legally described as Parcel 1, Eastbank, LLC and was the subject to statutory review for a Location and Extent prior to contracting for the purchase for the land. Statutory obligations require that a School District submit a Location and Extent for site plan review by the County Planning Commission, which is the intent of this pre-application summary. The site plan review is based upon information provided by the Applicant on how the proposed site plan is in general conformity with the County’s Comprehensive Plan. This review process is defined within Section 4-111 of the Garfield County 2013 Land Use and Development Code, as amended (LUDC) and requires a public hearing in which the Planning Commission considers the application and issues an approval or disapproval, based upon the criteria of the review. The site is a portion of a former gravel pit that has been reclaimed to open, non-irrigated meadow. A FedEx distribution facility is located adjacent to the site as well as other uses that include a Waste Transfer Facility, the Orrison Distribution Center, and a contractor’s storage yard, as shown in Figure 3. State Highway 82 is north of the site and vacant property and the Roaring Fork River is located to the west. Access to the site is from CR 154, Old State Highway 82, from a controlled access intersection at SH 82. The Future Land Use Map of the Garfield County 2030 Comprehensive Plan designates this parcel as Urban Growth Boundary to the City of Glenwood Springs. This designation means that the future land use of the site is subject to the City of Glenwood Springs Comprehensive Plan. The Garfield County Comprehensive Plan includes Chapter 3, Plan Elements which should be utilized as the core principles upon which the project is reviewed. Please respond to each with data and reports to support the analysis. Warranty Deed New Eastbank Pre-Kindergarten – 8 School Roaring Fork School District RE-1 Please see deed on following page Ill I llll II\ 11\ lllllllll I Ill I I II Ill Warranty Deed (Pursuant to 38-30-113 C.R.S.) State Documentary Fee Date: June 29, 2009 $0.00 -r TilIS DEED, made on June 29, 2009 by EASTBANT<, LLC, A COLORADO LIMITED LIABILITY COMPANY, whose street address is 710 East Durant, Suite W-6, Aspen, CO 81611 AND ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 Grantor(s), of the County of PITKIN and State of COLORADO for the consideration of ($2,950,000.00) "'*"'Two Million Nine Hundred Fifty Thousand and 00/100 ***dollars in hand paid, hereby sells and conveys to ROARING FORK RE~l SCHOOL DISTRICT Grantee(s), whose street address is 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601, County of GARFIELD, and State of COLORADO, the following real property in the County of Garlield, and State of Colorado, to wit: SEE A IT ACHED "EXlDBIT A" also known by street and number as: 35.1 ACRE PARCEL KNOWN AS PARCEL 1, EASTBANK LOT SPLIT PLAT with all its appurtenances and warrants the title to the same, subject to EXCEPT GENERAL TAXES AND ASSESSMENTS FDR TI!E YEAR 2009 AND SUBSEQUEST YEARS AND EXCEPT TI!OSE ITEMS AS SET FORTH ON EXHIBIT "B" A TT ACHED HERETO AND INCORPORATED HEREIN. None K, LLC, A COLORADO LIMITED LIABILITY rnMPA.NY ENE MANAGEMENT, INC., A COLORADO CORPORATION, MANAGER ROBER D ELIZAB MACGREGOR IRREVOCABLE TRUST DATED DECEMBER Form 13082 09/2DDB wd.upen.odt Warranty Deed Open (Photographlc) GC63U03802 {8228030} State of COLORADO County of GARF1ELD ) ) SS. ) The foregoing instrument was acknowledged before me on this day of June 29, 2009 by ROBERT OUNCAN MACGREGOR AS PRESIDENT OF DUNRENE MANAGEMENT, INC., A COLORADO CORPORATION AS MANAGER OF EASTBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY AND STEVEN M MAROLT, TRUSTEE FOR TIIE ELIZABTH MACGREGOR IRREVOCABLE TRUST DATED 12-27-09 ANO STEVEN M. MAROLT, TRUSTEE FOR TIIE FLORA MACGREGOR TRUST DATED 12-27-09 /~ Wh•n ROARING FORK RE-1 SCHOOL DISTRICT ,_...J~A-Ni:'::C~E 7'L "::JO':::'H~N~SO;;'IN~ NOTARY PUBLIC STATE: OF COLORADO ommission Expires 04/15120 12 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601 Fonn 13082 09/2008 wd.open.odt Warranty Deed Open {Photographic) GC63003802 {8228030} EXHIBIT A A PARCEL OF-LAND LOCATED IN THE SOUTH HALF OF SECTION 35, 1DWNSffJP 6 SOUTII, RANGE 89 WEST OF THE 6TH PRINClP AL MERIDIAN, LYING NORTHERLY AND EASTERLY OF TIIE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RJGHT-OF-WAY, BEING MORE PARTJCULARL Y DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; TIIENCE N89 DEGREES 54'27"E ALONG THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35 A DISTANCE OF 914. 98 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING N89 DEGREES 54'27"E ALONG SAID NORTHERLY BOUNDARY A DISTANCE OF 1013.14 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF THE ROARING FORK TRANSPORTATION AUTHORITY; THENCE ALONG SAID SOUTHWESTERLY RJGHT-OF-WA Y ALONG THE ARC OF A NON-TANG ENT CURVE TO TIIE LEFT HA YING A RADIUS OF 196ll08 FEET, A CENTRAL ANGLE OF 20 DEGREES 07'31n, A DISTANCE OF 688.48 FEET (CHORD BEARS S4616'40''E A DISTANCE OF 684.94 FEET); THENCE CONTINUING ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY S56 DEGREES 20'25"£ A DISTANCE OF 96,90 FEET; THENCE DEPARTING SAID SOUTHWESTERLY RIGHT-OF-WAY S46 DEGREES 10'38"W A DISTANCE OF 532.58 FEET; TIIENCE 549 DEGREES 54'08"E A DISTANCE OF 104.24 FEET; THENCE S49 DEGREES 42'07"W A DISTANCE OF 278.53 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 130 DEGREES 10'09", A DISTANCE OF 1476.72 FEET, (CHORD BEARS N65 DEGREES 12'49"W A DISTANCE OF 1179.01 FEET); THENCE NOD DEGREES 0744"W A DISTANCE OF 647.26 FEET TO 1lfE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE OF COLORADO Form 13082 09/2008 wd.open.odt Warranty Deed Open (Photographic) GC63003802 {8228030} The foregoing instrument was acknowledged before me this day of June 29, 2009 by ROBERT DUNCAN MACGREGOR AS PRESIDENT OF DUNRENE MANAGEMENT, !NC., A COLORADO CORPORATION AS MANAGER OF EASTBANK, LLC, A COLORADO LIMITED LIAlllLITY COMPANY AND STEVEN M MAROLT, TRUSTEE FOR TilE ELIZABTH MACGREGOR IRREVOCABLE TRUST DATED 12-27-09 AND STEVEN M, MAROLT, TRUSTEE FOR TilE FLORA MACGREGOR TRUST DATED 12--09 ROAIUNG FORK RE-1 SCHOOL DISTRICT JANICE L JOHNSON NOTARY PUBLIC STATE OF COLORADO M Commission Ex ires 04/15/2012 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601 Fonn 13231 0912008 qcd.water.odt GC63003802 {8228028} EXHIBITB Property Address: 35.1 ACRE PARCEL KNOWN AS PARCEL 1, EASTBANK LOT SPLIT PLAT RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE TIIEREFROM SHOULD Tiffi SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED 1N UNITED STATES PATENT RECORDED May 20, 1899, 1N BOOK 12 AT PAGE 508, AND RECORDED JUNE 1, 1899 IN BOOK 12 AT PAGE 510 AND AT PAGE 511 AND AT PAGE 512. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BYTIIB AUTIIORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED May 20, 1899, IN BOOK 12 AT PAGE 508, AND AS RECORDED JUNE 1, 1899 IN BOOK l2 AT PAGE 510 AND AT PAGE 511 AND AT PAGE 512. TERMS. CONDffiONS AND PROVISIONS OF RESOLUTION #97-92 RECORDED O<tober 07, 1997 !N BOOK 1037 AT PAGE 381 .. TERMS, CONDffiONS AND PROVISIONS OF AGRICULTURAL ENCROACHMENT LICENSE RECORDED August 22, 2005 AT RECEPTION NO. 680632. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS OF RECORD AS SHOWN ON IMPROVEMENT SURVEY BY HIGH COUNTRY ENGINEERING DATED FEBRUARY 27, 2009 AS JOB NO. 2091608.00. Form 13100 OB/2G08 b2el&Jbit.escrow.odt GCS3003B02 {8228031} 1111111111111111111111111111111 Ill Quit Claim Deed (Pursuant to 38-30-116 C.R.S.) TIIlS DEED, made on June 29, 2009 by EASTBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY, whose address is 710 East Durant, Suite W-6, Aspen, CO 81611 AND ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 Grantor(s), of the County of PITKIN and State of COLORADO for the consideration of "'"'*Ten Dollars and Other Good and VaJuable Consideration "'*"'dollars in hand paid, hereby sells and quitclaims ta ROARING FORK RE-1 SCHOOL DISTRICT Grantee(s), whose street address is 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601 County of GARFIELD, State of COLORADO, the following legally described water rights: ALL WATER AND WATER RIGHTS, DITCHES AND DITCH RIGHTS USED IN CONNECTION HEREWI111 AND APPURTENANT THERETO Appurtenant to: SEE ATTACHED "EXIDBIT A" also known by street and number as 35.1 ACRE PAUCEL KNOWN AS PARCEL 1, EASTBANK LOT SPLIT PLAT EASTB , LLC, A COLORADO LIMITED LIABILITY COMPANY By: DU NE MANAGEMENT, I , COLORADO CORPORATION, MANAGER ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, ;woo FLORA MACGREGOR IR EVOCABLE TRUST DA TED DECEMBER 27, :rnoo State of County of Form 13231 0912008 qcd.water.odt ) )ss ) GC63003802 {8228028} EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY AND EASTERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHVfESTERLY OF THE ROARING FORK TRANSPORTATION AlITHORITY RIGHT-OF-WAY AND COLORADO STA TE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; THENCE N89 DEGREES 54'27"E ALONG THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35 A DISTANCE OF 914. 98 FEET TO THE POINT OF BEGINNING; TIJENCE CONTINUING N89 DEGREES 54'27"£ ALONG SA1D NORTHERLY BOUNDARY A DISTANCE OF 1013.14 FEET TO A POINT ON THE SOUTIIWESTERLY RIGHT-OF-WAY OF THE ROARJNG FORK TRANSPORTATION AUTIIORITY; THENCE ALONG SAID SOUTHWESTERLY RJGHT-OF-WA Y ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HA YING A RADIUS OF 1960.0B FEET, A CENTRAL ANGLE OF 20 DEGREES 07'31", A DISTANCE OF 688.48 FEET (CHORD BEARS S4616'40"E A DISTANCE OF 684.94 FEEl); THENCE CONTINUING ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY 556 DEGREES 20'25"E A DISTANCE OF 96.90 FEET; THENCE DEPARTING SAID SOUTHWESTERLY RJGHT-OF-WAY 546 DEGREES 10'38"W A DISTANCE OF 532.58 FEET; THENCE 549 DEGREES 54'08"£ A DISTANCE OF 104.24 FEET; THENCE S49 DEGREES 42'07'W A DISTANCE OF 278.53 FEET; THENCE ALONG TIIE ARC OF A CURVE TO THE LEFT HA YING A RADIUS OF 650.00 FEET; A CENTRAL ANGLE OF 130 DEGREES 10'09", A DISTANCE OF 1476.72 FEET,{CHORD BEARS N65 DEGREES 12'49"W A DISTANCE OF 1179.01 FEET); IBENCE NOD DEGREES-07'44''W A DISTANCE OF 647.26 FEET TO THE POINT OF BEGINNJNG. COUNTY OF GARFIELD, ST ATE OF COLORADO Form 13231 0912008 qcd.water.od1 GC63003802 {8228028) Letter of Authorization New Eastbank Pre-Kindergarten – 8 School Roaring Fork School District RE-1 Please see Letter of Authorization for Jeff Gatlin, Ray Scott, and Reilly O’Brien on the following page Roaring Fork School District RE-1 1405 Grand Ave. Glenwood Springs, CO 81601 Phone: 970.384.6000 Fax: 970.384.6005 June 16, 2016 Ms. Kathy Eastley Community Development Department Garfield County 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Dr. Diana Sirko -Superintendent Dr. Rob Stein -Chief Academic Officer and Asst. Superintendent for Instructional Services Shannon Pelland -Asst. Superintendent of Business Services Roaring Fork School District RE-1 (RFSD) authorizes the following three individuals to act on behalf of and represent RFSD in matters related to land use permitting for the New Eastbank Pre-Kindergarten - 8 School located in Garfield County, Colorado: Jeff Gatlin, Chief Operating Officer, Roaring Fork School District; Reilly O'Brien, Assistant Project Manager, NV5; and, Ray Scott, Senior Project Manager, NV5. Please contact me if you have any questions, comments, concerns, or if you require additional information. I can be reached at 970-384-6001 or at dsirko@rfschools.com. Sincerely, Diana Sirk Superintendent Roaring Fork School District 970-384-6001 dsirko@rfschools.com Names and Mailing Addresses of Mineral Owners of Subject Parcel New Eastbank Pre-Kindergarten – 8 School Roaring Fork School District RE-1 Roaring Fork School District RE-1 (1405 Grand Ave., Glenwood Springs, CO, 81601) owns the Mineral and Water Rights for the property. After a search performed by Reilly O’Brien of NV5 at the Garfield County Clerk’s office the following Mineral Rights History was found for the Eastbank property: - On March 29 th , 1984, Leo Jammaron sold Joe Jammaron an undivided one-half interest in all mineral rights for the Eastbank property and neighboring lots - On May 7 th , 1984, Leo Jammaron sold Joe Jammaron an undivided one-half interest in all mineral rights for the Eastbank property and neighboring lots - On September 24 th , 1985, Joe Jammaron sold Joe Jammaron and Geraldine Rae Jammaron the Eastbank property and neighboring lots and all water and mineral rights for the sold lots - On January 4th , 2000, Joe Jammaron and Geraldine Rae Jammaron sold Mamm Creek Properties 60% and Cozy Point 40% of the Eastbank property and neighboring lots and all water and mineral rights for the sold lots - On February 18 th , 2000, Mamm Creek Properties sold their 60% share of the Eastbank property and neighboring lots and all water and mineral rights for the sold lots to Eastbank, LLC. - On May 3 rd , 2006, Cozy Point sold Eastbank, LLC a 27% undivided interest in the Eastbank property and neighboring lots and all water and mineral rights for the sold lots - On June 29, 2009, Eastbank, LLC sold Roaring Fork RE-1 School District the Eastbank property and all water and mineral rights for the Eastbank property No severed mineral nor water rights were found in the search of the County Clerk’s Records for the Eastbank property. Please see mineral and water rights transfers through deeds from present to 1984 on the following 24 pages. Ill I llll II\ 11\ lllllllll I Ill I I II Ill Warranty Deed (Pursuant to 38-30-113 C.R.S.) State Documentary Fee Date: June 29, 2009 $0.00 -r TilIS DEED, made on June 29, 2009 by EASTBANT<, LLC, A COLORADO LIMITED LIABILITY COMPANY, whose street address is 710 East Durant, Suite W-6, Aspen, CO 81611 AND ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 Grantor(s), of the County of PITKIN and State of COLORADO for the consideration of ($2,950,000.00) "'*"'Two Million Nine Hundred Fifty Thousand and 00/100 ***dollars in hand paid, hereby sells and conveys to ROARING FORK RE~l SCHOOL DISTRICT Grantee(s), whose street address is 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601, County of GARFIELD, and State of COLORADO, the following real property in the County of Garlield, and State of Colorado, to wit: SEE A IT ACHED "EXlDBIT A" also known by street and number as: 35.1 ACRE PARCEL KNOWN AS PARCEL 1, EASTBANK LOT SPLIT PLAT with all its appurtenances and warrants the title to the same, subject to EXCEPT GENERAL TAXES AND ASSESSMENTS FDR TI!E YEAR 2009 AND SUBSEQUEST YEARS AND EXCEPT TI!OSE ITEMS AS SET FORTH ON EXHIBIT "B" A TT ACHED HERETO AND INCORPORATED HEREIN. None K, LLC, A COLORADO LIMITED LIABILITY rnMPA.NY ENE MANAGEMENT, INC., A COLORADO CORPORATION, MANAGER ROBER D ELIZAB MACGREGOR IRREVOCABLE TRUST DATED DECEMBER Form 13082 09/2DDB wd.upen.odt Warranty Deed Open (Photographlc) GC63U03802 {8228030} State of COLORADO County of GARF1ELD ) ) SS. ) The foregoing instrument was acknowledged before me on this day of June 29, 2009 by ROBERT OUNCAN MACGREGOR AS PRESIDENT OF DUNRENE MANAGEMENT, INC., A COLORADO CORPORATION AS MANAGER OF EASTBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY AND STEVEN M MAROLT, TRUSTEE FOR TIIE ELIZABTH MACGREGOR IRREVOCABLE TRUST DATED 12-27-09 ANO STEVEN M. MAROLT, TRUSTEE FOR TIIE FLORA MACGREGOR TRUST DATED 12-27-09 /~ Wh•n ROARING FORK RE-1 SCHOOL DISTRICT ,_...J~A-Ni:'::C~E 7'L "::JO':::'H~N~SO;;'IN~ NOTARY PUBLIC STATE: OF COLORADO ommission Expires 04/15120 12 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601 Fonn 13082 09/2008 wd.open.odt Warranty Deed Open {Photographic) GC63003802 {8228030} EXHIBIT A A PARCEL OF-LAND LOCATED IN THE SOUTH HALF OF SECTION 35, 1DWNSffJP 6 SOUTII, RANGE 89 WEST OF THE 6TH PRINClP AL MERIDIAN, LYING NORTHERLY AND EASTERLY OF TIIE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RJGHT-OF-WAY, BEING MORE PARTJCULARL Y DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; TIIENCE N89 DEGREES 54'27"E ALONG THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35 A DISTANCE OF 914. 98 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING N89 DEGREES 54'27"E ALONG SAID NORTHERLY BOUNDARY A DISTANCE OF 1013.14 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF THE ROARING FORK TRANSPORTATION AUTHORITY; THENCE ALONG SAID SOUTHWESTERLY RJGHT-OF-WA Y ALONG THE ARC OF A NON-TANG ENT CURVE TO TIIE LEFT HA YING A RADIUS OF 196ll08 FEET, A CENTRAL ANGLE OF 20 DEGREES 07'31n, A DISTANCE OF 688.48 FEET (CHORD BEARS S4616'40''E A DISTANCE OF 684.94 FEET); THENCE CONTINUING ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY S56 DEGREES 20'25"£ A DISTANCE OF 96,90 FEET; THENCE DEPARTING SAID SOUTHWESTERLY RIGHT-OF-WAY S46 DEGREES 10'38"W A DISTANCE OF 532.58 FEET; TIIENCE 549 DEGREES 54'08"E A DISTANCE OF 104.24 FEET; THENCE S49 DEGREES 42'07"W A DISTANCE OF 278.53 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 130 DEGREES 10'09", A DISTANCE OF 1476.72 FEET, (CHORD BEARS N65 DEGREES 12'49"W A DISTANCE OF 1179.01 FEET); THENCE NOD DEGREES 0744"W A DISTANCE OF 647.26 FEET TO 1lfE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE OF COLORADO Form 13082 09/2008 wd.open.odt Warranty Deed Open (Photographic) GC63003802 {8228030} The foregoing instrument was acknowledged before me this day of June 29, 2009 by ROBERT DUNCAN MACGREGOR AS PRESIDENT OF DUNRENE MANAGEMENT, !NC., A COLORADO CORPORATION AS MANAGER OF EASTBANK, LLC, A COLORADO LIMITED LIAlllLITY COMPANY AND STEVEN M MAROLT, TRUSTEE FOR TilE ELIZABTH MACGREGOR IRREVOCABLE TRUST DATED 12-27-09 AND STEVEN M, MAROLT, TRUSTEE FOR TilE FLORA MACGREGOR TRUST DATED 12--09 ROAIUNG FORK RE-1 SCHOOL DISTRICT JANICE L JOHNSON NOTARY PUBLIC STATE OF COLORADO M Commission Ex ires 04/15/2012 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601 Fonn 13231 0912008 qcd.water.odt GC63003802 {8228028} EXHIBITB Property Address: 35.1 ACRE PARCEL KNOWN AS PARCEL 1, EASTBANK LOT SPLIT PLAT RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE TIIEREFROM SHOULD Tiffi SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED 1N UNITED STATES PATENT RECORDED May 20, 1899, 1N BOOK 12 AT PAGE 508, AND RECORDED JUNE 1, 1899 IN BOOK 12 AT PAGE 510 AND AT PAGE 511 AND AT PAGE 512. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BYTIIB AUTIIORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED May 20, 1899, IN BOOK 12 AT PAGE 508, AND AS RECORDED JUNE 1, 1899 IN BOOK l2 AT PAGE 510 AND AT PAGE 511 AND AT PAGE 512. TERMS. CONDffiONS AND PROVISIONS OF RESOLUTION #97-92 RECORDED O<tober 07, 1997 !N BOOK 1037 AT PAGE 381 .. TERMS, CONDffiONS AND PROVISIONS OF AGRICULTURAL ENCROACHMENT LICENSE RECORDED August 22, 2005 AT RECEPTION NO. 680632. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS OF RECORD AS SHOWN ON IMPROVEMENT SURVEY BY HIGH COUNTRY ENGINEERING DATED FEBRUARY 27, 2009 AS JOB NO. 2091608.00. Form 13100 OB/2G08 b2el&Jbit.escrow.odt GCS3003B02 {8228031} 1111111111111111111111111111111 Ill Quit Claim Deed (Pursuant to 38-30-116 C.R.S.) TIIlS DEED, made on June 29, 2009 by EASTBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY, whose address is 710 East Durant, Suite W-6, Aspen, CO 81611 AND ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, whose address is P.O. Box 10671, Aspen, CO 81612 Grantor(s), of the County of PITKIN and State of COLORADO for the consideration of "'"'*Ten Dollars and Other Good and VaJuable Consideration "'*"'dollars in hand paid, hereby sells and quitclaims ta ROARING FORK RE-1 SCHOOL DISTRICT Grantee(s), whose street address is 1521 GRAND AVE. GLENWOOD SPRINGS, CO 81601 County of GARFIELD, State of COLORADO, the following legally described water rights: ALL WATER AND WATER RIGHTS, DITCHES AND DITCH RIGHTS USED IN CONNECTION HEREWI111 AND APPURTENANT THERETO Appurtenant to: SEE ATTACHED "EXIDBIT A" also known by street and number as 35.1 ACRE PAUCEL KNOWN AS PARCEL 1, EASTBANK LOT SPLIT PLAT EASTB , LLC, A COLORADO LIMITED LIABILITY COMPANY By: DU NE MANAGEMENT, I , COLORADO CORPORATION, MANAGER ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, ;woo FLORA MACGREGOR IR EVOCABLE TRUST DA TED DECEMBER 27, :rnoo State of County of Form 13231 0912008 qcd.water.odt ) )ss ) GC63003802 {8228028} EXHIBIT A A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY AND EASTERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHVfESTERLY OF THE ROARING FORK TRANSPORTATION AlITHORITY RIGHT-OF-WAY AND COLORADO STA TE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE; THENCE N89 DEGREES 54'27"E ALONG THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35 A DISTANCE OF 914. 98 FEET TO THE POINT OF BEGINNING; TIJENCE CONTINUING N89 DEGREES 54'27"£ ALONG SA1D NORTHERLY BOUNDARY A DISTANCE OF 1013.14 FEET TO A POINT ON THE SOUTIIWESTERLY RIGHT-OF-WAY OF THE ROARJNG FORK TRANSPORTATION AUTIIORITY; THENCE ALONG SAID SOUTHWESTERLY RJGHT-OF-WA Y ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HA YING A RADIUS OF 1960.0B FEET, A CENTRAL ANGLE OF 20 DEGREES 07'31", A DISTANCE OF 688.48 FEET (CHORD BEARS S4616'40"E A DISTANCE OF 684.94 FEEl); THENCE CONTINUING ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY 556 DEGREES 20'25"E A DISTANCE OF 96.90 FEET; THENCE DEPARTING SAID SOUTHWESTERLY RJGHT-OF-WAY 546 DEGREES 10'38"W A DISTANCE OF 532.58 FEET; THENCE 549 DEGREES 54'08"£ A DISTANCE OF 104.24 FEET; THENCE S49 DEGREES 42'07'W A DISTANCE OF 278.53 FEET; THENCE ALONG TIIE ARC OF A CURVE TO THE LEFT HA YING A RADIUS OF 650.00 FEET; A CENTRAL ANGLE OF 130 DEGREES 10'09", A DISTANCE OF 1476.72 FEET,{CHORD BEARS N65 DEGREES 12'49"W A DISTANCE OF 1179.01 FEET); IBENCE NOD DEGREES-07'44''W A DISTANCE OF 647.26 FEET TO THE POINT OF BEGINNJNG. COUNTY OF GARFIELD, ST ATE OF COLORADO Form 13231 0912008 qcd.water.od1 GC63003802 {8228028) 1111111111111111111111111111111111111111111111111111111 697252 05/05/2006 12,32P Bl796 P195 M ALSDORF 1 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO !: -- BARGAIN AND SALE TlilS DEED, made this day of_""Y='-"o"-'''-'""'""'"-•---------• between cozy POINT, L. P. r A COLORADO L:tMJ:'XED PAA'TNBRSH:CP grantor. whose street address is: 3925 COtmTY ROAD 154 GL~D SPRINGS CO Bl601 County of _ _,P"'""""'""''----'' State of __ _,,co"'L'"OR11DO==--~· for the consideration of Ten Dollars ud olher good and !Jlbmble COhSllh'Btion • "'• • *••Dollars in hand paid, hereby sells and conveys to EAS'TB.Amt. LLC, A COLORADO LDIITJllD L:tAB:CLJ:rY OJHPANY D Joint r-nts 0 Titf'lllltlta in COlmloII grantee, whose street address is: 131.5 SAGE COURT ASl'lm, CO. 81611 County of P:m:Di, State of _~CO=LO=lWl=,_o ___ , the following legally described water.rights: sea Water lti.ghts Exhib:i.t 1 B-1 appnrtenant "" SU EXB:IBZT nAn A:C'l'ACREI) BERlllTO AND MAOX A PAR1' !mERECP. Signed as of the day and year first above written. State of _____ ~oo~•=•~lWlO=~-----i., ______ County of Pn"DN 1 The foregoing instrument was acknowledged before me this day of Ma.z 01 • .2006 By B. Jt>SRPB XRA!IACEER M:roRHEY IN i'AC'l' FOR DARLENE K. FlUBDLAH Witness my hand and official seal. _ J Mycommissiooexpires:M?.)<J/9$ ~Q{ ,;b,'3u) No Public Wh"'1 rlll:orded J"2turn to: EASTBANIC", LU:, A COUlRADQ LINtTED LlABILITT 1315 SAGE COURT ASPEN, ct> 81611 """""' fem 797 0ZfD3f03 IMTER .!IS-f/'' 0 ,5jr _J 1111111111111111111111111111111111111111111111111111111 697252 05/05/2006 12,32P 81796 Pl96 M ALSDORF 2 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO EXHIBIT A A 27% undivided interest as tenancy in common to the following: A PARCEL OF LAND LOCA'l'ED IN TBS SOUTR BAI.IT OF SBC'l'l:OK 35 r TOl'iNS:Hn' 6 SotJ'l'll, n:A:NGB 89 WBSl' OF 'l:lm 6TH PRUCDAL MEIUDIAN, LYnrG NORTEERC.Y 1iHD EAS'rERLY 011' THE -CEM'l"DL:tNB OP THB MARING POB.K lUVBR AND SOUTllWBS'rBRLY Ol!' nIS ROAR.IBG l!'ORK RAJ:LROAD BOLDilfG AU'J:ltORJ:n' llGBT OF WAY Lnm AND COLORADO STA'rB XIGBM'A.Y 82 llGB'l' OF WAY LI:tlB MORE PART:rcuLAltLY DESOJ:BBD AS FOLLOWS; EIBlttRN:ING AT A POJlf'l' ON THE SOU'l'HWESTmil.T llQKT OP WAY Lnm O:B" COLORADO S'l'ATE HIGHWAY 82, A REBAR AND CAP l!'OUHD :IN PLACJI, 'NKB1fCB :L'HE SOtJTHBAST CDmneR Oll' SA:cD SECTION 35, BEING A 31/411 .ALUMINDM CAP B'BARS S 37 DBllUBB 33' 42" .If 2075.6.5 PDT; THENCE S 33 DEGREES 25 1 56 11 W 337.42 FBEil'l' TD 'l'HB CBNTBRLDIE OP 'l'!IE RDARIWG ll'ORX RIVER; ~CB 'XHB FOLLOW:al'G 11 COORSlilB ALONQ SA:rtl CDTERI.Dra OF !!.'BE ROARmG i'ORlt RivsR; 1. N 7.2 DBGRSES 23 1 29"" W 716.30 Plm'r; 2. s 87 DBSRBEB S7 1 31n W 342.DD PEll:T; 3. S 85 DBGRB&IS 23 131" W 342.00 Jl'l!lBT1 4. S 66 DBGlUIBS 08 1 31 1 ff 517.00 PBE'r1 5. S 48 PEGRBBS 53 1 31• N 332.00 FEBT1 6. S 69 DBGlU:l!lS 55131• W 36'3.00 B'EBl"I 7. N 19 DBGRDS' 51'21• W 181,J7 11EBT; 8. N 72 DBGRllli:S Of 1DBD W 394.82 FE8T1 !J, N SB DBGRUS 3912911 W 198,!Jl Pl[g'J:'J 1D. N 33 DEGRKB:'S 42129• W 445.43 l!'BBT; 11. N 2ol DEGREES 30'30 11 W 284.67 P'BE'l' TO !l':BE WBSTDLY LZNB OJ' SA.ID SBC'rION' 35; '1"HBHCll H 08 DBGREB:S 45•43• lll 726 .25 PD!' ALOJfG SAlD WBEITBRLT LIHE 'l'O '1'HB CENTBRLIN 01!' SAm uvn: 'fB'DCB H' 3'1 DBGJUmS s1 1 14• 8 155.85 i'Br.t' .ALOJl'Q SAn> CENTERLIRB1 i'BBINCB N 42 DEGRBBS 52 1 31 11 B 315,6'3 PBBr ALONG SAm CSJITERLI!m; '?Bl!IHCB N 01 D2GRBBS 551 52• B 68. 77 l'BE~ AL0JrG SAD> CKRTBRLDm TO mB NOR!HBRLY LlJQB Ol!' SAID SOD'rll BALI' 01" SA:CD SRCT:COB' 35 J 'fHBM'CB S 89 DEGREES 54'21• B 168:il .30 J'B!IT ALO!iQ SAID NOln'llERLY LDt.11 'l'O TflB SOU'l'BHBSTBRLY RIGllT OP WAY LIHB OP mil RaAR:mG PORk RAJ:LROAD HOLDJ:Nc: A~; Tml:NCE ALONG" SAm SOtr.l"BHES'lBlUIX -RI:GRT oi-WAr L:mB Aiml'G A llON-TANGBm." CUllVE :00 'lBB LBJl':l' :HAv:nm A RADiaS OP 196'0.0Q P'EBT 6 A c::3N'.raJU:. .J\NQLB OP 20 DEGRB:SB 0112311, AN ARC_DISUNCE<o:r 6'84.96' PUT, AND A LONG CROlUl OPS 46 DBGRElHl 02'24 8 B . 6'Dl. 48 PDT; , 'lBl'DfCB S 56 DEGRBJ:S 03 1 05 11 l!l 324.44 i'EB:r ALOlfG SA'.m SOOTRWBSTERLY r.no: 'rO 'r::B:B SDlnmiBSTBRLY ll~ OP WAY LINH OJI' COLORADO S'rA.?:'lil RrSBJfllY 82; '?BBNCB 8 40 DKGRBJi:S 48'40" B 232,41 !'EB.1' ALOMQ SAID SOtJTHWBSTDLY LIIO:J 'l'Wr:NCB e 46' DBQRBBS 55 1 22• x 304.80 l'D1' ALOSQ SAID S01JmiVBSTBllLY Llln!:1 'l'BBHC!il S 51 DBGREES 02'19• B 111.93 lraB'l' l\LORG SAm SO'IT.rmlESrKRLY r.-::00:1 'l'HEHCJI S 54 DEGIUIBS 30'409 B 186,7! Jl'EB~ ALOlfG SAID SOtr.r:mfBSTllRLY LJ:lfR1 :r!IKNCB S 55 DEGRBBS 51149• B 181,61 ll'D:t' ALOlfG SADJ SOlJTBiilBS'l'BR.LY r.:om;, ':rHBNCli S 57 DllGRll:JilS 02 1 15" B 90.41 1'Ji:lw.I: :A.LOHQ SAm SOtl'l'lDrli:S'l'BRLY LI.RB 'l'O mB Ponrr or BEGJJer.tNG. COUNTY OP GIUln'.l!lLD S'l'A!l'B 01' COLORADO Gll2411S33 forins 426, 430 EXfflBITA1 01/17/!J3 ' 'l; ';'; I lllJll lllll lllllll Ill lllllll Ill lllllll Ill lllll llll llll 697252 05/05/2006 12:32P 81796 P197 M ALSDORF 3 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO WATER RIGHTS EXiIIBIT "ii" E db 6311 f ,,, IHI! I 5 !i!'PTGAN UNDIVIDED TWENTY-SEVEN PERCENT (27%) INTEREST IN AND TO ANY WATERRIGHTS,BOTRTRIBUTARY ANDNON-TIUBUTARY, WHETHER ADJUDICATED OR UNADJlJDICATED,AND ALL DITCH AND DITCH RIGHTS, WATER WELLS AND WELL RIGHTS, STATE ENGINEER FILINGS, WELL REG!Sl:RATION STATEMENTS AND WELL PEllMITS, ADJUDICATED AND UNADJUDICATED SPRINGS, RESERVOIRS AND RESERVOmRIGHTs,PONDB AND POND RIGHTS, B!STORICALLY USED UPON OR APPURTENANT TO THE PROPERTY, AND ALL PERSONAL PROPERTY SUCH AS WELL J;QlllrimNT,.FITTlNGS, CASINGS AND IRRIGATION EQUIPMENT USED IN CONNECTION WITH SAID WATER RIGHTS AND WELLS. GWS248533 ~-·· 1111111111111111111111111111111111111111111111111111111 697251 05/05/2006 12:31P B1796 P192 M ALSDORF 1 of 3 R 16.00 D 125.00 GARFIELD COUNTY CO n ...... ,..,..,, ""' _o•ctoc:l;_,-:·--------c,oe=pu~~OR.DER W ARRAN'l'Y DEED THIS DEED, Made on thfs day of ,Ma.,,,y~Oc3c,~2e0"0~6'----------l>litween cozy R)mT, L.P., A COLORADO LDllHD PARTHERSBJ:P of tha County gf PJ:T.K:Oi NE Stat& <>f COLOR.ADO EAS:rl!IANX:, LLC, A COLORADO LIMITED LIAB:tL:X:tt COMPANY wtu:ise legal address is : 1315 SAGE C'OURT ASPEN', CO 81611 r;rf the county of Pf'i'kIN l¥1d Stat.. of COLORADO • of the Gr!ll'ltor(s), und . of tfi11 6r1mtee(s); WITNBSs, Thet the Grmrtor(.:;), for and fn conshfernti~ of the aun of ($1,250,000.00 ._.. One-Million Two Hundred Fifly lbaugnnd and 00/100 "'"'"' DOLLARS the rl!:l:eipt and sufficiency of hf'lich is hereby ai;l:ncwledged, has gr<ITTted, bargained, s<:>td und CDJ'lveyed, llJ'ld by theaa presenhl tkies 9rerrt, b!lrgafn, sell, cooVey ard c;i;Jrtfirm unt:r:> th~ Grantee(!), ~fs he'irs and as~fgns forwer, all the real property, together with i~l;!JlbJ, if any, .situate, Lylf\ll ard b1nng 1n the County of Gl\RFDU.Il and state of color!Ulo, descrfbed ai: fol LOIOs; SEE EXH.IB:CT 11A" AT'.l'ACBl!D HB1$'l'O AND DDB A PART B'.IREOF ill.so known 11s street rimil!I" 3935 COUNTY ROAD 154 GLENWOOD SPRIN'GS CO 81601 'I'OGETHER with nl t and i;ir\g\llnr ltl'ld "er11dftamunts end zippi.1rtenant1m theretc b!!Longil\9, or fn anYllfa:e appertainfllS' Gnd the ~rsion and revers.ions, reminder i:ll'ld remafndeno, rents, 'isswu1o and prnffts tl1ereof; ~ all the estate, right title Interest, claiat and denind NA11t511wer of the GrilllttlrC11>, either in Law or equity, of, in and to tha above blrgained preniisee, with the heredft11111entli und appirtenancaa; TOHAVEANDTOBOLit tha 51&1d prl!flises above bargained uid describN 11ith ;ippurtenances, unto the GranteoC.s), hfs heirs end 11us.1gnt. forever. The G;rmitor(s). for hiJH1lf, h'is hefrs arid peraonal rep~tatives, doe:ii cavenant:, grant, bargain, and 11111'-to and wtth tfle Grmrtee(a), his hei~ Bl'ld a~sfgn&, that at tile time c:if the eni;alfng and deliwry of thue prasenta, he h: well silfzed of the pr0111i5=5 d;iove conveyed, has gaod, sure, perfect, absolute and fndefeasfbh: estate 11f inhar-itanca, in lew, fn fe11 ai"'7le, 911d hae good rfght, full power md lawful autbodty to !ll"Qnt,, bargafn, !>ell and canvey the sam in 1MM81' 11rnt fl)Nrl as llfor9£11fd, an!f that the s111111 are free 11nr:I clear fnmi all former srd at:tisr grltflts, baraafna, a11l1111, liens, titXes, Raesl:lllBl1U., encud:Jr11nces and restrii:tiurw a1 wh1ttever" kind ar n11ture saaver, ~ lllJIKlllUt. "'1Zlil1 .aim ~ 1'1111 nnr l'JLUl .:111101' ASJ •iniu~ l'.!WUI' uu ~ :rv :mowr n"lllD u a-_,._ °"' .Ula'ar.l" •11~ .a'r.l'.\CDID ..Ql!ftD .un ~ J1211U1%11', .11m r.1J ~.r.u. ~ a.r Cl!lll2iB.D Clll.U.l:•1 r2> ~ .fJlll88BQ?.ll ru> UZ%llll:IA ClllUiUS'; (3 J ~ ldWUlll®D . Pr LlfP, ~, f I) BlUl:mB/ltl iiDa "AIWllldft' f11' .llO!lO" JttlOJr.l!al"ll .a~, l5J .lltla.Dfllss lillUZr .r;~ QI' IXJllLl1 ~, •. fl'J ~ .A~·D4SW 1'llllalWtr .1•, 20111J; f7J J'JlPl'llllfl' &nQJllilfDJ' Mll8'illllDfr m.!l'.llD ~ J.•, 2011111 (•J A1lr amaR All'~ c~ B1'1'.llC:L'ZF. aiaur.niarrs ~;ma 2'li:il ~ mmr:il:n'llll' llJ' RZDllll! !1!1!11 omd!lDr.l" tllrJID8' OR l!IDGIDB !llUl.AG'Bllllr.t', Lll'l:t. as nor .IQ'SXUlQ:J:llm ,.~ ......... The Gruntorrslc$hall and will WAllltNIT AIE F~· Di~:FENii''.th• 'iiliiiVll bargaJned premhi115 in. the qu1et ard piracaabte posaeiision of the Gr11ntee(1>}, his heirs and QSSfgna,' llfl&fnSt 11Cl and every person ar pnrsoi:s lawfully elafnring th11 whole or any piirt thereof. The sfn;iut1tr rurtier shall inclurfe.th&'plur:al, itnd die plural ttMI sinilular, and the use af any genlh!r sti11lt b! 11pplicabl11 to all gendei-s. · · ., INWITNESSWJ!EUOI' tha Grantor(c} hit& executed thi:; deed on t:Jie date set forth 1tllove. cozy l'OINT, L.P., A COUll!JJX> llMITEO PAR'INERSHIP STATE CF COLORADO -----Cot.nty of PJ:TlCJ'.N l )s1;. ) The fot'eijoing i115tMIJlellt lolilS ai:kne;wled;ed befoni. me Dt1 th ho day of by B JOBBP ACKER ATmRRBY' Dl l'AC~ rcJR DARLENE PO INC. HJC PAR' 01? CO PO PAR'l'llERSllIP My Clllllli SS fen i:xpf res lo'ltnes:o lllY hand end offfel11l !Jelll. di! '"i<f I b <{ 03 2006 PRESJ:DENr 0 [,.P. A c=DL T E~cfU.1# GWZ411533 Title# GW248533 When Recorded Return to: BALCOMB AND GREB( Fc:inu Bi! DB/29/04 \.D.OPEll WAllRAMTY DEED CPb ic) zy 1111111 Hiil lllllll Ill lllllll Ill lllllll Ill lllll llll llll 697251 05/05/2006 12:31P 81796 P193 M ALSDORF 2 of 3 R 16.00 D 125.00 GARFIELD COUNTY CO EXJ.IIBITA A 27% undivided interest as tenancy in common to the following: A PARCEL 017 t.AND c.oeA!l'BD Dl TBll: S01Y.rR DLP 011' Sli:CTI:Olf 35, TOKNSHJ:P 6 SOUT.a, RANGE BEi WEST OF !'BE 6'I'H PRINCIPAL MQ.rDIAN$ Ln:RG NOR'l'RlilRLY AlfD BASTULY OF 'lHB CENTERLJ:Nlil OF TD ROARDl'G FORK RIVER AND SOU"l'llliES'?ERLY OJI' 'rHE ROARING l1'0RlC RAJ:LROAD HOLDING AUTBORJ'.'l'Y RIGll'1' OF WAY LJ:NB AND COLORADO STME B'.IGRWAY 82 IUGHT OF MA"? LINE MORE PAR'l'J:COLARLY DBSc:IUBlm AS FOLLOWS 1 :BEGINNING AT A POXN'l' OH TJm SODTmfBSTBRLT llGB'l' OP WAY LINE OF COLOR>JJO STAD BI:GRWA'.r 82. A RKBAa AMI> CAP FOUND Dr PLACE, WHDC& 'l'Bli: SOomBAST CORDR OF SAID sl!icTJ:oN 35, BEXNG' A 31/4• ALtJMiliUM CAP BEARS s 37 DEQREBS 33•42D B 2075.65 B'ECT; THENCE S 33 DZ:GRlmS 25•56 11 K 337.42 .PBE'l" TO :t'llE C'kNTERL:tliII: OP Tmr ROA:ia:NG iron llVlm• mJmCiil 'l'llB POLLOWmG ll COt1RSBS ALONG SAID ~ 01!' niE: ~DlG roRK llVlm• 1. N 72 I>KGlUUl:S 2312,• W 716.30 PEE'l.'1 2. S 87 DEGREES 57 131 11 W 342.00 i'BlilTJ 3. S 85 DE'.GllKES 23'31• W 342.00 J'EB'l'; 4. S 66 DEGRBBS 08'3lt W 517.00 FEBTJ 5. s 48 DEGHJ:BS·53131• w 332.00 l'BBTJ 6. S 69 DEGRERS 55 1 31• W 363.00 FBB'?; 7. N 79 DBGaKBS 51 1 2111 W 181.9'1 l!'BK'l'J 8. N '12 DBGB:BlilS 04.'DB• W 39.f..82 nm'?f 9. N 58 DEGR:&BS 39129n W 198.91 !1:BT; 10. ~ 33 ~ 42'29• w 4.f.S.43 !'BBT1 11. lf 24 DEGQES 30 1 3011 W 284.67 PBBT TO THE w.&:S'l'J:RLY LDlll 01' SAID ~ 351 'l:HBNCE N 08 DEGREES 45•43• E '12-&'.25 PBm' ALONG SAID lfl!:S'l'KRLY LJlfB TO mB Clim'lERLXll OF SAID llVKR; '1'AJfC£ lf 37 Dl!IOREBB SJ.1 l.'-" ll: 155.85 1'Bl!:'t ALOJqQ SAJ:0 CER'l"DLDDI; !CBBNCB lf 42 DEGREBS S2 1 l1• B 315.53 ~ ALOR'G SAlD CEN".l'ERLllflil; ~ N 01 DEGREES ss•s2• E "58.77 J'bT ALDliO SAID CJUr.t'BRLDm ro TBB llOR'IRl!:RLY Ltli:2 Oi' S1Ull SO'tJ't"a RA.LI!' OF SAl.D SBCTI:O~ 351 .. , 'I'lnmCE S 89 DEQlU!IES 54'21• JI: 1582.30 FBBT ALOHG:.s.u:n '<NO:RTJ!IJD.C.Y Ltil:··TO 'l'Bli: SD'tJ'fmlmS't'DLY llGS.i' OP WAY LINP; o~ '!'BE RO:~r(;FQJut WI.ROAD BOLDING AtlmORIT!'; 'THBNCE ALO»a SAD> SOUTmfJ:STBm:LY ·RIGHT OF WAY LDIB At.oll'G A NOH-1'.ANGBNT CDRVB TO T.R Lli:FT BAv:tNG_A RAD~OS OJ' 1960.00 J'.BB_T,_'.A:·~ ~BOP 29 D!IGJUmS 01'2J1t1 AN ARC DJ:S'l'ANCB'OF li84 • .915 lnn:Ti Am> A L6li9<$:oRn 011' S'-46 Dll:GRBBS 02'24" .B 681,48 "PEK'rJ ,,C' THEHC1i B 56 DEGRBES 03' os• E 324.44 li'BB'1' ALOJfG ,SAn> .SOD"?EDB:~Y Ll'.:NE ro TRB SOtrrmlBS'rBRLY RJ:GBT OP WAY L'IHB o:r COLOliADO stii-s RIGBHA:r 821 'XXBNCBJ S 40 DOOREBS 48140• B 232.4.1 i'Bm" .ALOJl'Q SAID SOU'rmmnmLY LJ:RE; TBBNa S 46 DE'GU'BS 55 1 22• B 304..80 FEET ALOHG SAm SOtJmwBSt'BRLY LINE; !I'HBNCS S 51 DBGRBBS 02'191f E 111,.93 'i'EJrt l\L01fG SAlll SOtmlWBST.IQU,Y LJ:NEJ THBNCB: S !i4 DEGREES 30 1 40• B 186.78 FD? AI.ONG SAD> SOtr.l?RffESTBRLY LDIBJ 'XKBNCB ll SS Illl:GREES 51 1 49• B 181,61 PElft' ALOlfC SAl:ll SO~:rnLY Lllm'; 'l'ilBNCK S 57 I>EGRDS 03'15• • 90.i!l.1 l!'EE1' ALOJlQ SAID SOtr.rmlBSHRI.Y Lll!JE TO Ta:B POINT OJI' BEGJ:NNDm. comrrr OF GARFIELD STATE 01!' COLORADO fonq EXHISITA 01/17/03 111111111111 1111111 HI 1111111111111111111111111 11111111 697251 05/05/2006 12:31P 81796 P194 H ALSDORF 3 of 3 R 16.00 D 125.00 GARFIELD COUNTY CO EXHIBIT 'B' Our Order No. GW248533-5 RIGHT OF PROPRIETOR OF A VBIN OR LODE TO EXTRACT AND REMOVE ms ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED May 20, 1899, IN BOOK 12 AT PAGE 508, AND REOORDED JUNE l, 1899 IN BOOK 12 AT PAGE 510ANDATPAGE 5llANDATPAGE512. RIGHT OF WAY FOR DITCHES OR CANALS OONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATHS PATENT RECORDED May 20, 1899, IN BOOK 12 AT PAGE 508, AND AS RECORDED IDNE l, 1899 IN BOOK 12 AT PAGE 510ANDATPAGE511 ANDATPAGE5l2. UTIUTY EASEMENT AS GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH IN INSTRUMENT REOORDED August 29, 1929, IN BOOK 161 AT PAGE 261 AND ASRECORDEDJULY 13, 1931INBOOK164ATPAGE152ANDAS REOORDED OCTOBER 29, 1964 IN BOOK 361 AT PAGE 477. TERMS, OONDITIONS AND PROVISIONS OF EASEMBN'f FOR WATER UNE RECORDED Febroacy 15, 1985 IN BOOK 664 AT PAGE 356. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO 97-92 RECORDED October07, 1997 IN BOOK 1037 AT PAGE381.. .. ~ ,'. ~,:,'i RIGHT OF WAY FOR THE DENVER AND Rio GRANDE WESTERNhlWAY. RIGHT OF WAY FOR THE ROARING FORK RIVER. ANY QUESTION, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER BED LOCATION BY NATURAL OR OTHER THAN NATURAL CAUSES, OR ALTERATION THROUGH ANY CAUSE, NATURAL OR UNNATURAL, OF THE CENTER THREAD, BANK, CHANNEL OR FWW OF WATERS IN THE ROARING FORK RIVER RIVER LYING WITHIN SUBJECT LAND; AND ANY QUESTION AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF AGREEMENT RECORDED February 02, 2001 IN BOOK 1230 AT PAGE 47. ENCROACHMENT OF FENCE ON THE RAILROAD RIGHT OF WAY AS SHOWN ON IMPROVEMENT SURVEY PLATDATEDSEPTEM1!ER 17, 1999, PREPARED BY WHITE SURVEYING. ENCROACHMENT OF CONTRACTOR'S YARD ON TO ANOINING PARCEL AS SHOWN ON IMPROVEMENT SURVEY PLAT DATED SEPTEMBER 17, 1999, PREPARED BY WHITE SURVEYING. I lllll\ 11\\\ llllll l\lll Ill\ l\lllll lllll l\l lllll llll Ill\ 575677 02/02/2001 12,03P B1230 P44 M ALSDORF 1 of 3 R 15.00 D 135.00 GARFIELD COUNTY CO . .Jue .. ~.::f"). ff) Cil.C. 'I> F'h " Recording requested by·: Thomas Hartert, Esq. When recordeQ, mail to: Thomas Hartert, Esq. 802 Grand Ave., Suite 303 Glenwood Springs, Colorado 81601 GENERAL WARRANTY DEED DF f3S.C{) Mamm Creek Properties, Inc. {nseller 11 ), with an address of c/o B. Joseph Krabacher, Esq., Krabacher Law Offices, 201 North Mill Street, Suite 201, Aspen, Colorado 81611, for Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, hereby bargains, sells and conveys to Eastbank LLC, a Colorado limited liability company and whose address is 525 E. Cooper.Avenue, Aspen CO 81611 all of Mamm Creek Properties, Inc. 's right, title and interest in and to the following real property in Garfield County, Colorado, consisting of a sixty percent (60%) undivided percentage interest in the following real property: SEE 11 EXHIBIT A"; together with all its appurtenances and warrants the title against all persons~ subject to taxes for 2000 and thereafter, and subject to the matters set forth on 11 Exhibit 1" attached hereto and made a part hereof. Date: February I~, 2000 BY: STATE OF COLORADO COUNTY OF 6,.,.fl ~t~ SS. SELLER' ~ CREEK INC. a I The foregoing instrument was acknowledged before me February ~' 2000 by B. Joseph Krabacher,. President of~Creek Properties, Inc. , a Colorado corporation. MARY~SlONEXPIRES My commission expires MVCOM i;.22-2001 Witness my hand and official ' Page 1 of 3 ;ff I 111111111111111111111111111111111111111111111111111111 575677 02/02/21101 12,03P B1230 P45 M ALSDORF 2 of 3 R 15.00 D 135.00 GARFIELD COUNTY CO Exhibit A to General Warranty Deed LEGAL DESCRIPTION A parcel of land located in the South Half of Section 35, Township 6 South, Range 89 West of the 6th Principal Meridian, lying northerly and easterly of the centerline of the Roaring Fork River and southwesterly of the Roaring Fork Railroad Holding Authority right-of-way line and Colorado State Highway 82 right-of-way line more particularly described as follows: Beginning at a point on the southwesterly right-of-way line of Colorado State Highway· 82. a rebar and cop found in place, whence the southeast corner of said Section 35, being a 3 1/4" aluminum cop bears S. 37" 33' 42" E. 2075.65 feet; thence S. 33· 25' 56" W. 337.42 feet to the centerline of the Roaring Fork River; thence the following 11 courses along sold centerllne of the Roaring Fork River: 1. N. 72' 23' 29" W. 716.30 feet; 2. S. 87" 57' 31" W. 342.00 feet; 3. S. 85" 23' 31" W. 34200 feet; 4. S. 66" 08' 31" W. 517.00 feet; 5. S. 48° 53' 31" W. 332.00 feet; 6. S. 69" 55' 31" W. 363.00 feet; v. N. 79• 51' 21" W. 181.97 feet; 8. N. 12· 04' 08" W. 394.82 feet: 9. N. 58" 38' 29" W. 198.91 feet; 10. N. 33" 42' 29" W. 445.43 feet; 11. N. 24" 30' 30" W. 284.67 feet to the wosterly line of said Section 35; thence N. DB" 45' 43" E. 726.25 feet along said westerly line to the centerllne of said river; thence N. 37• 51' 14" E. 155.85 feet oJong said centerline; thence N. 42' 52' 31" E. 315.63 feet along .said cent.0rllne; thence N. 01" 55' 52" E. 68.77 feet along 'sald:'.cenlefline to the northerly line of said South Holl of said Section 35; thence S. ag· 54': 21-~ E. 1682.30_ feet_ along sciJd northerly line to the southwesterly right-of-way lin of the Roaring Fork Railroad Holding Authority;., ' · thence-along said southwesterly right-of-way· line along a norl'-tangent curve to the left having o radius of 1960.00 feet. a central angle of' 20" -01• 23'\ an ore diS;tonce of 684.96 feet, and a Long Chord of S. 46" 02' 24" E. 681.48 feet; . · thence S. 56' 03' 05" E. 324.44 feet along said southwesterly line to the southwesterly right-of-we line cf Colorado State Highway 82; thence S. 40· 48" 40'" E. 232.41 feet along said southwesterly line; thence S 46" 55' 22" E. 304.80 feet along said southwesterly line; thence S. 51" 02' 19" E. 111.93 feet along sard southwesterly line; thence S. 54· .30' 40" E. 186.78 feet along said southwesterly line; thence S. 55" 51' 49" E. 181.61 feet along sold southwesterly linej thence S. 57" 02' 1511 E. 90.41 feet along said southwester!}'. nne to the paint of beginning, COUNTY OF GARFIELD STATE OF COLORADO Page 2 of 3 1111111111111111111111111111111111111111111111111111111 575677 02/02/2001 12,03P Bl230 P46 M RLSDORF 3 of 3 R 15.00 D 135.00 GilRFIELD COUNTY CO Exhibit 1 to Genera1 warranty Deed EXCEPTIONS The effect of inclusions in any general or specific water conservancy, fire protection, .. soil conservation or other district or inclusion in any water service or street improvement area. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded May 20, 1899 in Book 12 at Page 508 as Reception No. 21746. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded May 20, 1899 in Book 12 at Page 508 as Reception No. 21746. Easements and rights of way as granted to Mountain States Telephone and Telegraph by documents recorded August 29, 1929 in Book 161 at Page 261 as Reception No, 105227, July 13, 1931 in Book 164 at Page 152 as Reception No. 110547 and October 29, 1964 in Book 361 at Page 477 as Reception No. 227425. (Specific location not described.) Terms and conditions contained in the Easement for Water Line recorded February 15, 1985 in Book 664 at Page 356 as Reception No. 359483. Terms and conditions contained in Resolution No. 97-92 recorded October 7, 1997 in Book 1037 at Page 381 as Reception No. 514786. Right of ;yiay for the Denver and Riq ·p,r~ri,de ,··wf~;~tern railway. Right of way for the Roaring Fqrk River. Any question/ :afsp'ute or adve~.s~ .. ~~.#~-.TS;'.,~.as ~~'? any i:p~s _or gain of land as a result of 'any change in ~h~, :r;-,iver bed locatt9n by other than natural causes, or alteration '_through accretion, 'relict ion, erosion or avulsion of the center threatl, bank, channel or flow of waters in the Roaring Fork River lying within subject land; and any question as to the location of such center thread, bed bank or channel as a legal description monument or marker for purposes of describing or locating subject lands. Easements and improvements, including, but not limited to, ditches, fences, utility lines, and underground pipes, as shown on the Improvement Survey Plant dated September 17, 1999 prepared by White Surveying. Deed of Trust recorded January _5_~ 2000 in Book /{bl at Page 'ifD1 as Reception No. '5 5?&08' . Page 3 of 3 1111111111111111111111111111111111111111111111111111111 " { \ 557607 01/05/2000 02,sBP B1167 P801 M ALSDORF 1 of 3 R 15.00 D 225.00 GARFIELD COUNTY CO WARRANTY DEED TIDS DEED, Made this 4th day of January JOE JAMMARON & GERALDINE RAE JAMMARON , 2000 • between ofthe said County of GARFIELD andStateof COLORADO ,grantor,and MAMM CREEK PROPERTIES, DIC. A COLORADO CORPORATION AS TO 60% :INTEREST & COZY POINT, L.P., A COLORADO LIMITED PARTNERSHIP AS TO 40% :INTEREST. whose legal address ls 201 MILL STREET STE 201 ASPEN CO 81611 of the said County of PITKIN and State of COLORADO • grantee: WITNESSETII, That !:he grantor fur and in consideration of the sum of Ten doll.ars and other good and valuable consideration DOLLARS, the receipt and sufIJCiency of which is hereby acknowledged, has granted, bargained. sukl and conveyed, and by these presents does grant, bargain, sell, convey and confinn, unto the grantee, his heirs and assigns forever, all !he real propeny together with improvements, if any, siwate. lying and being in the said County of GARFIBLD and State of Coklrado described as follows; also known by street and number as: 3 925 COUNTY ROAD 154 # GLENWOOD SPRINGS I CO_t-'~16 ~;i. TOGETIIER with all and singular the hereditaments and appurte'nanc_es thereto belonging, ,o_r hi anywise~rpenaining, and the reversion:· and reversions, remainder and remainders. rents, issues and profits thereof;-and all the estate. 'right, title. interest;iclaim and _demand what-: soever of the gram:or, eirher in law or equity, of, in and 10 lhe above bargained premises, With the heredf~:and'''.appu~. TO HA VE AND TO HOLD the said premises above bargained and described, with the ap-pmtenances, ilii"to the gramee;his heirs and assigns forever. And the grantor, for himself, his heirs, and pen;onal representatives, does covenant, gra~t. ba'i"gain, and agree to and with the grantee, his heira and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the pn:mises above conveyecl, has good, sure, perfect, absolure and indefeasillle estate of inheritance, in law. in fee simple. and has good right, full power and lawful authority to granr, bargain, sell 11nd convey tbe same in manner and form as aforesaid, and that the same are free amt' clear from all former and other grants, bargains, sales. liens, taxes. assessments, encumbrances and restrictions of wharever kind or nature soever, except those specific Exceptions shown on tha attached as •EXHIBIT 1•. The gramor shall and will WARRANTY AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the gramee, his heirs and assigns, against all and every person or persons lawfully claiming the whole or any pan thereof. The singular number shall irn.:lude the plural, the plural the singutoir, and the use of any gender shall be applicable to all genders. IN WITNESS F e grantor has executed Ibis deed on the date set fonh above. JOE J )~. County of GARFIELD ) 11lC foregoing instrument was acknowledged before me this 4th day of January • 2000 • by JOE JAMMARON &: GERALDINE RAE JAMMARON I{ 'j1- My oommrn1on expires ""3j '//:JD 0 ""d-1 5 / 01 ibl ============::=~=;:==;~~"6"""~~i"5 I ~:u~'«Y~-~~~11~ _SZ-'i:~.~h, . ..,.._ 7/'Jt -. ~;;~:~~~~r,_::;,};.~J'\. SCHEDULE A Order Number: 9902!19l1-C2 LEGAL DESCIUPTION A parcel of land located in the South Half of Section 35, Township 6 South, Range 89 West of the 6th Principal Meridian, lying northerly and easterly of the centerline of the Roaring Fork River and southwesterly of the Roaring Fork Railroad Holding Authority right-of-way line and Colorado Stole Highway 82 right-of-way line more particularly described as follows: Beginning at a point on the southwesterly right-of-way line of Cotorado State Highway 82, a rebor and cop found in place, whence the southeast comer of said Section 35, being a 3 1 /4" aluminum cap bears S. 37" 33' 42" E. 2075.65 feet; thence S. 33• 25' 56" W. 337.42 feet to the centerline of the Roaring Fork River; thence the following 11 courses along said centerline of the Roaring Fork River: 1. N. 72· 23' 29" W. 716.30 feet; 2. S. 87" 57' 31" W. 342.00 feet; 3. s. as· 23• 31 • w. 342.00 feet; 4. S. 55· 08' 31" W. 517.00 feet; 5. S. 45• 53' .31• W. 332.00 feet; 6. s. 69. 55' 31" w. 363.00 feet; 7. N. 79· 51' 21• W. 181.97 feet; 8. N. 72· 04' 08" W. 394.82 feet; 9. N. 58. 38' 29" W. 198.91 feet; 10. N. 33' 42' 29" W. 445.43 feet; 11. N. 24• 30' 30" W. 284.67 feet to the· westerly line of said Section 35; thence N. oa· 45' 43" E. 726.25 feet along said westerly line to the centerline of said river; thence N. 37· 51' 14" E. 155.85 feet along said centerline; thence N. 42' 52' 31" E. 315.63 feet olong said centerline; thence N. 01· 55• 52" E. 68.77 feet along said centerline to the northerly line of said South Half of said Section 35; thence. S. 89" 54' 21" E. 1682.30 feet along said northerly line to the south\\'.,e.~~er.ly right'.....of-way lin of the: Roaring Fork Railroad Holding Authority. ,. ~,~, · ·-) "'· then_ce-_ along safd southwesterly right-of-way line along _a non-tangent ,c_urve ·to the lef~ hov(ng a_ rodiu_s of 1960.00 feet, a central angle of 20" 01' 23", CJ" ore distanc'e··QJ _9~4.96_·.feet, and a Long Chord of s. 46. 02· 24 • E. 681.48 feet; · · ; •. J·. • '.. • · '.' thence .$. 56" 03' 05" E. 324.44 feet along said southwesterly line to the soutl5we~terly ri_ght-of-wo~ line of Colorado State Highway 82; thence S. 40" 48' 40" E. 232.41 feet along said southwesterly line; thence S 46" 55' 22" E. 304.80 feet along said southwesterly line; thence S. 51" 02' 19" E. 111.93 feet along said southwesterly line; thence S. 54" 30' 40" E. 186.78 feet along said southwesterly line; thence S. 55" 51' 49" E. 181.61 feet along said southwesterly line; thence S. 57" 02" 15'" E. 90.41 feet along said southwesterly line to the point of beginning, COUNTY OF GARFIELD STATE OF COLORADO 1111111111111111111111111111111111111111111111111111111 557607 01/05/21100 02,sap 81167 P802 " Al.SDORF 2 oF 3 R 15.00 D 225.60 GllRF!Et.D COUNTY CO 99029911 File Nmaber~ EXffiBITl EXCEPTIONS The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded May 20, 1899 in Book 12 at Page 508 as Reception No .. 21746. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded May 20, 1899 in Book 12 at Page 508 as Reception No. 21746. Easements and rights of way as granted to Mountain States Telephone and Telegraph by documents recorded August 29, 1929 in Book 161 at Page 261 as Reception No. 105227, July 13, 1931 in Book 164 at Page 152 as Reception No. 110547 and October 29, 1964 in Book 361 at Page 477 as Reception No. 227425.~· (Specific location not described) Teriits.and conditions contained in the Easement ·fa~ Water Line reco;de'd Jfel:>ruary 15, 1985 in Book 664 at Page 356 as Reception No. 359483. '<< ,, Tenns and conditions contained in Resolution No. 97-92 recorded October 7; 1997 in Book 1037 at Page 381 as Reception No. 514786. Right of way for the Denver and Rio Grande Western railway. Right of way for the Roaring Fork River. Any question, dispute or adverse claims as to any loss or gain of land as a result of any change in the river bed location by other than natural causes, or alteration through accretion, reliction, erosion or avulsion of the center thread, bank, channel or flow of waters in the Roaring Fork River lying within subject land; and any question as to the location of such center thread, bed, bank or channel as a legal description monument or marker for purposes of describing or locating subject lands. Easements and improvements, including, but not limited to, ditches, fences, utility lines, and underground pipes, as shown on the Improvement Survey Plat dated September 17, 1999 prepared by White surveying. Stewart T!IIe or Glanrood Springs, Inc. IWtlblt l • Deed ExaplklD5 (YDEEDEXCEPI') ~.719'9 , " Rmcded o~ C>O o'olocLfl_,M SEP Z.!\i 1885 · .· rl. -=T=l='l=IS=D=E=.E='D=·.R=•Moenpd<,tnh>"' 24:-~t_~::--h~-~5, .y 0 , :J-/27· eef!i,~ ~~~:~ II " , . . September ,rn 85 BOOK 6''1frr1~; .~ I! , l between ·1'1 JOE JAM!"!ARON s~~Fifl/?Jas v:'t .. c County of Garlield and stale of Si:ate Doc. Fee 11 Colorado, of the first part, and Ji JOE JAl:•ll•lARON and GERALDINE P..Ai JAfvIHARON '1 l as joint tEmants ~ not as -tenants in commh 1) whos.:.lcgalnddrcssis ?'· O. :_BOX '~-63_1 )i Glenwood· Spring_s, CO 81602 jl ofthe County of Garfield · andstate"'.'"r ! ! CC"loraCo. of the second part, i ! \VITNESSETH, That the snid parq of•.he first part, for and in consiflerntion· of the sum of. 1: I' Ii DO_LLARS, to the said pa"rt y of th~ first part in hand puid·by .the said.parties ofthes1?cOnd part; the receipt whereof is hereby cOnfessed and acknowledged, haS-remised, rel_eilSed,_ Sold, conveyed and QUIT CLAIMED, and b_y-~hese presents does remise, release; S!;!iJ, conVey_arlii QUIT-CL_AIM.uiito-the said part"ie.So·r the Second part;tliek h'eirs, successors rind assigns,-forevei:. all the right, i.itle, interes_t;c!aim and-~cm.a.nd which the sa_id partY o(the _first pllrt ha S in i1nd to the folh1wingdescrihed JOt or parcel of land situate, IYi"g and bei~g i_n the . . County of Garfield and State ofColorndo, to wit: . All that real property des·cri]Jea· in Exhibit ·"A" and improvements,_ and ;vater and min·era2 rights __ Qf--any kind asSoCiclted theret-1ith, also known as street and number_ TO HAVE-AND TO HOLD the-:;a.me, together with all and singular the appurtenanCes and privilegei; thereUtito belonging or in ali.;vwise therei1nto appertah:ing, and all-the ~state, right, title, interest and dai~-wh:itsoeveT, of the said party "ft he first part, e1~her iri law or equity, to the only proper use, benefit and be hoof of the said p:2._rtLes of the second part;theill'leirsnnd assigns forever. IN \VITNESS WHEREOF, The said party of the first part h~ hen:.< unto si:t his hand and seal thedayandyearfirstabovewntten l _O ...... J .. ~~~ {SEAL} Signed, Sealed and Delnrered in the fresence of ~~aroil j STATE OF COLORADO, County Of GarfielU The foregoing ins~rumerit was acknowledged before me this !985,by* Joe Jammaron. ---------~----tSEAL] ---~----------ISEALJ --------------l[SEALJ day of September, My commission expires & \ '·. , 1938 . Witness my hand and offi<'ial seal. . . Nolary "ub!io. \\ \ \ BOOK 6?6 f~CE 81 EXHIBIT 11 A 11 All Grantor's interest in Lot _23, .a-11 that part of Lots 7, 8, 22, 28 and 29 Easterly and No.rtherly of the Roaring Fork Rivar·, all that part of Lot 18 Southerly of •he Southerly right~of-way line of Colorado State Highway 82, and all that part of Lots 24 and 25 Southerly and Westerly· of the Southwesterly right-of-,way lirie of said Colorado State Highw_ay S-2, :all in Section 35_, Towhship 6 {3outh, Range 89 West of the 6th P.M., EXCEPT for any part of the above- described lands _within .the right-of-Way of said Highw.;ty 82; To'get·h_er with all water rightS Used upon, or in conn_ec:... ti on with an:Y of· said-icinds above-described and pa_rticularly 85 __ s_hares of the Capital stock of the Glenwood Irrigat·ian ~ompariy·and the water· a.rid ditch righ~s evidenced thereby; and Iilc.luding Grantor's. interest in a'nd to a-11 oil, gas, san·d,-g.i:'avel and all other minerals and mineral rights on .. all of the above-<'!escribed lands •. A parqel Of land situated in Lot-27, section 35, Township. 6 South, Range. 89 West of the Sixth Principal Me.ridi.J.n-, CoU.nty of Ga.rfield, State_ 6£. Colorado~ said parcel being more pcirticularly. -d~sC·r i_bed aS -follow·s: · _ Commencing -at the-Nqr:t_heast Corner of said Lot 27, a -. rebar and cap in place~ thenGe-s. 86.0 20'06" W. along the-: North line of said Lot 27, 261,03·feet to the True Point of Be_ginning; thence _leaving. said North line s. 29°2:9'00"_.w. 1.97 .63 feet to .a poi_nt-On ·the centerline· of the Roaring '=-p.dr.k · Riv.er; thence N. 75°39 1 12-11 w. along sclid ·centerline 242.78 feet; thence N. 82°09'22" w. along said centerline 237.65 feet; thence" lea.ving Said ce:i:tterline N. 00°08'00 11 w. 43.07 f6e't. to a· poi.qt on the-North liD:e of -said Lot 27; thence N . . 86°20 '.06" E. along said North line 569.17 feet to the True P'~int of Beginning; containing i-.24 -acres~ more or less; Subject to easements, encumbrances,_ terms and con- ditions. of lease and_ liens of rE.~cord, a_nd toget-her with Grantor's rights and oblig&~ions under leases fo.r gravel and other ininerals an·a business uses of ·portions of the property conveyed herein. . _ MAY 2 'l 1984 -·~~~·-···=~~~~a~~:~~-€'!-~~:~~.:4td7_,~·¥:·-·_-___ ~:~-::.~-~~~~~e. -~-::::::-~ , ·--_ -1,·1. rr::::.:...-:;:_ !1 RECORDER'S STAMP 1 1! '1: I) I ,, I! I! ![ THIS DEED, Made this day of ,rn84' BOOK 650 rAGe355 !i " ii '1 between JOE JAMMARON " d ! 1 oft he ii Colorado, of the first part, llnd County of Ii I! Garfield LEO JAMMARON and state of ii whose legal address is_4915 Highway 82, Glenwood Springs, I\ !\ ofthe I' Colorado, of the secon_d pai·t, County of Garfield and stRt:.> of .GARl"IEl.D MAY? 4 1984 ·Stn.te tJoc. Fee $ -=C-'-'' ><o.__ .WITNESSETH, That the said pa~ty of the first part, for 11nd in ccnsideration of the ~um of ii !l " q if Ii Ii Ten Dollars and other good and valuable conSideration-----------------:---nOLLARS, ;, __ ·] to.the said par\'{ of the firSt part in hand paid by the snid part y Of the see<.>nrl part:'tht!'.reeeipt Whereof I; is hereby confessed and acknowledged, ha Srenfr:ied, J'.e!e'ased, sold, co1Hey_ed and QU1T CLAIMED, anll b~' thesl' !J of the sl'cond part, . biS heirs, 'rl presents do es remise, release, sell, corivey and _QUIT CLAIM.un_to the ~-aid party li successors and asSigns, fore1~er, all the right. title, inl"erest, claim a11i:t'demarnJ which the said f)Uft Y .:,fthe first part :) \i ha S in and to the following described lot or parce! or land situ<J.te, lying-and beiilg in the ·County jj j: of Garfield and State-of Colorado. to _wit: i! !l ij !l 1, it 11 ,, !I ,, ii d II !I ii !1 I' 11 Ii An undivided one-half (1/2) interest and all-other mineral and mineral rights follows: in and to all o_il, gas, sand, "gravel in, on and under land described as Lo~s 6, 9, 19, 20 and 21_, all that part Of Lot 5 easterly of the Roaring FOrk River _afld all that part of Lots lS; 24 and 25 northerly and easterly of the north-easterly right"."'of--way line o-f Colorado State Highway No·. _82, all in Section 35, Township 6 South, Range 89 West of the 6th P.M., EXCEPT all that part o.:.. the aboye _described lands within the righf.":of-way for said Highway 82. It is the intention of the first party to convey to the second party minerals reserved by deed-of record in Garfield County, Colorado, iri Book at Page.S 467-468._ those 506 !! ~AA-~=.t.~~=h.e.r- 1 ! TO HA YE AND .TQ HOLD the :<rnme, together with all and ~ing:nln1· tile <lJlpui·teuantf.'>' "rul pri,·lleJ.,."CS thert:unto ! ! belonging or in anywise thereunto npp.:rtaining, and all the· ei-tate, right, till£', interc!'t and <.:luim whati<Oe\·cr. of the 'I Ii :~:ds:::~~ pa~~,th~;~;l~~:r:~:!i:l~:~~r~sl~~:~~\~e:~uity, to the only p;·opel' usf.', b<.!JJ<!fit and bt'ho<1ir1f tlw ~hid p:iry of 1\ II IN WITNESS WHEREOF. Thes;tid riartY of the fir"t part h:-i. s hereunto set his hand "' , .. ~ I! and seal ii the dn.v nnd year first above written. ,, i) S_igned, Sealed and Delivered inf.he Presence of I! !I It ·--~-~------------- " [[i /::~="~~;r >,_---·-- , -,~::: :_,'.;-·.··_ ··'S'rA_ 'ff!i.~.f.i~LORADO, l !1~~. c·r.-~. :,, ··.\~ ~ ~ ss. l j /§' :' \·, ~-· · ·_ . .' CoUi:i.ty,of Garfield J i~ -\~ :.1'h~ (oi·~gQ·ing in::~t~'Jment WtLS acknuw\edg:ed before Ill!: lhi~ ii-. tS.>.~b£1 ff{_~\J..}~'!1aron, il ... _,: ''-........ ··~.:,···. i! i\-~~· f;'.J>f'll\t_is!li~'n e'Xpires !( u it Ii ,I !i ii ,, ii 11 !i I'--- '19 \,. J . ,;,.--.... J... __ .. , .. ' : -~~ . ----~C'.~ .... ~,.Gr:..t--0.?-.~J,.--{...-,f---t.---·:<...,;:.'\..-·:0.:...(.2::!'-j ;:;EALJ /, _~ifoe Jammaron I ~ . --!SEAL! J'nc"<-1 " ... fSEAL~ .fSEALJ Address No. 933. C!HlT CL·\!M DEED. Brndfonl l'ubh,hing. 5<!5 W, 6th /"'" . t."kow1"';I, C~1 ~ll!!<1-0PJ1 ~H·6~U\I " i: \l ii ii " !\ !] i. " '.! I ',-::~' i~:·1::::-.:.-· Recorded~il.t s1:;Q<§ o'cloc~M., :-'MAY 24·19tr4 ;'~:3.' ;:·.-+·.:-Rec,ept1onN0~2627 z_~~__M;_t~1flii-='=o=cd='='=·=== <l GO;,,.,,CT~~N . . ' RECORDER'S STAMP ==ii f. TmsDEED.,';,;adolhi> day of ,1984. BOOK GSO PiGE356 ·l'r . 'G.t.~.W · ..• 1·.·li.•. ::::in LEO J~::: of JOEGaJ~~:;:ONd and 'ta to of ~$ 1l~z9i!, li!f.·11 _ dci!Ora:do, Orihe-~ir.\{Part,)ind =·"'-·.i.nr. ···111,11 ;;:.~~==~~;.:":,::; "··~~ '·:::.:" ""' ,',11;1· .WJ'<l.'NEssETH;_ThR.t. the ~iii:l"par-t oft he ffrst par_t; for_ an'd_in consiaeration of the sum of J ; TEin-"Dolla_:rs· an4 o_ther good and valuable consideration-----:-....:. ___________ -:QpLLAR.s, I J -t_~-th".'_·S~id.~arty' of~he ·first pa it in hahd-pai~ b_yth_e sa_id part y _ of the second p.nrt, the rece. i~~.-whereof 11 1 j is:he_reby-confessed-ari~ ·ack.noW!edge<l, ha remiscd, released, sold, conveyed and QUIT CLAIME-D, and by _t')ese_ 'J 1 p·re;:i~TitS_do ·es--remise;release, sell, convey an<l .QU.ITCLAIM_unto the said i)art"Y of the second part, hj,_s h(!'!rs, I 1/ .:s .. y.' .. '.·.es·sors;~-n~ .. ·.a~signS,.fo·'· e_ve.r; a.I'. t.he.righ.t, title, interest, cli.dm a_nd deman_d.wh_i_ch the .said par"t ofth~irstPart0 , •• ( .. h·a. ·_ s ·jn ;in·d to the f~ilowingdescri"bed Jot or·parcel of Jarid situate, lyi.rig and bejng in the ·'t. Cou~o/ I' I \j.· :of··· •. Ga,rf:i:.eld and State ~f_Coloi-ado-, to_,Vit:· ,,_ JI! j An-Undivided-·oriE:-hal-f {1/2) -interest in and_ -to 11 Oil, gas, sand, gravel· -j a~~--e;t.:ll Other .uiinera.J.s_ .a:i-id mirieral rights in land described a:s follows: 1 · t! --Lot _23, a11_· that _"part_ of -Lots 7., 8,_ 22, 28 and-29 easterly and northerly -!J .Of t::he-__ ROOii.ng Foi::k Riv.er,_ all-that part of Lot 18 southerly of the south-! I ei:"ly-Z.ight-O-:·:'.'""way line--0-f'-col6rado-State -Highway 82, and .ill that-part-of \ . ! _ _--. Lot_s' 24 .and-25 _·-southe"rly and weSte'rly of the southwesterly right:...of-:way Ii I" line 0£-_ S_~i_a _Col0ri3.do· ·sta't,e. Highw9--Y 82, all -in Section 35, Township_ 6 f ! 11 South, Range. '89-West.of the 6th P.M .• , EXCEPT for any ·part of the above I' j! d8sc~ibed larids·_·.within the righ-t?:-of_-w_ay ·of said-H±9-hway 82. 1· 11 It is_ the·· i-ritention of tbe first party_ 'to convey to the se.C0nd party those-I !fminerals ~eserved by:_deed_ of record in Garfiei:ld. County, Colorado, in BOok 506 l'I. ll_a'f; __ Page_s' 469-470_. 1 1fC6Riffi9Tro1it_-DEED! Thi_s deed· is given tO. ·correct the. le9.al desc:ription conta:ineQ. ![! ii in-_ that certain Quit. Cla'irn· Deed· fr0,m3tifo:rf party to se-COnd party dated"Mcirfuh:-2~i'-"; I 1!1984, and recorded as _Recept;.ion -~o. bf the-records of the_ ClerK i!and ·Recorder·of Garfteld County, Colorado. NO' STATE DOCUMENTARY REQUIRED. l '.11'1 . . . II al~~~e.~ I TO ;H_AVE AND_ TO H6LD'the same, together with all a11d singular the appurtenances and privileges thereunto I 1 [ 1 .belonging.or fo anrwise thereunto ai)pertaining, and an the estate, right, title, interest and claim whatsoever, of the ',!!I safd-PartY of the first.part, either in law or eqi.sity, to the only proper use, bellefit and behoof oft he' said partY of I tJ:ie .. ~econd pS.rt,_ hisheirs.and assjgns-forever. ll,, IN-W-IT_NESS·WHEREOF, The said part_y . of the first.piirt has hereuntt> set his hand j 1 1,1 :~:::'.'Soaleda:~:.~~v::::;::::,::::::.::itten. ~ ~;2~~~~:;--=-~:::~: "II ._-fSEALJ ' If 1 :1 STATE OF COLORADO, } "·. ---!SEALJ I. 'I County.of Garfield . .The foregoitig in~trument was aCknowledged before me this 16th <lay of Apri_l ii 19 84_by• Leo-.Jainmaron. '1 fyt;y_c_Qmmii;sionexph·es Febru_ary 24 , 1985 -. Witness 1D.y.hilnd and official seal. 817 Colorado Ave·., Suite 201, Glenwood Brµfor~ Publi~hing; 5825 W.·.61h Ave,, L:il\i:WO<>d. CO S02J4-(303J :UJ-6900 ii !i ll " 1' i! n H Ii ii ii ii -::;-:_-:; __ :.:::: .. --=-.-=:::._--:--.=:::::J_j " RecocdedodL, i/'.::, o'dooJW'~· ----,;IU'Jl)L~ -Recept1onNo~fil193-_ .~J.ecorder r --. ~~~OR~~-.. ;-s-:~-G;-;&,-1' )1 THIS DEED, Madeth1s 29th dayof March ,19 84, I.I,, be''"een './ 1 ,,. LEO JAf~lARON i\jl'\HHPJ984 1'1 ·orthe County of I 1 Colora_do, oft h-~ ·firJ>i part,_ and Garfield iOE: .JAMMli.RON and state of '11 1 whose legal address is ' 4915 Highway 82, Glenwood Springs ,CO County_ of Garfield and state of Stata_Doc,-FGG $ (/_, ' -~-+----! 1 1 '1' ofthe Colorado, Of the seCond pa.rt; ·~ I \,1 1 -\VITNESSETH, That the said party· of the firs~ part, for ?.>id in consideration of the sum of I Ten Dollars and Other GOod-arid Valuable Considereotion-:-------_.---...;.-----~--DOLLARS,-.-, II I, to the said PartY of the first part in hand-paid by the_sa_id party of the second part, th_e receipt w~creof_ is hereby confessed and acknowledged, has remised; released, sold, conveyed and QUIT CLAIMED, and by these··:· I I: •! presents do es remise, release, sell, convey and QUIT CLAIM unto the said part 'y of the seco_nd part, his _heirs; II successors rind a~signs, forever, all the i.-ight, title, interest, claim and demand which the said party ha s in and to' th~ following described lot_orparcel of land situnte, lying·and being in the Ii of Gar-field ·andStateofC~lorado,towit: An undivide-d one-hal·f interest in and of the first part Co~nty to all !I oil, gas~ s:;and, gravel°, and all other minerals ,~~d-mineral rights in land des- ii·cribed --as foll6ws: _ i'I -An undivided one-:-half interest ill-and to_ Lot 23; all that part of Lot_s 7, 8, I 22; 28 and-29 eas_te'r1y--aUd _nortqer-ly-of the Roaring For_k __ River, all thcit r-art :of ljLot 18 southetly of· th_e southerly-right-of-way line of-Colorado State Highway 82, I I and al~ that part __ of. lots 24 a~ 25 southerly and westerly of the southwesterly I right-of-:-way -line_ of said Colorado· State Highway 82, ·all in s_ection_-35,_ Township '11·6. Sou. t_h,_ Ran.ge 89_ W.est .. of the-6th. P.M., E:ftcept for. any part of the above des- 1-cribed-lands within.-t}:le_ right~of-way ·of said -Highway 82. , 1 . It is the intention of the first ·party .to conve.y to the sec~nd party th. ose - i minerals r_e.served. by.-deed 0£ record in Garfield County, Colorado in Book 506 c !1.-at pages 459.:..470. · fl Ji I I f 1 1 j alsv known as street ali.d number '1 TO HAVE ANDTO HOLD the ,.me, togethuc with ail and ,;ngul>' thu appu<tenan<" and pc;vHegu> thmunto I 1 belonging or in anyWise_ thereunto appertaining,-and a.Ji the estate, rliht, title, interest and claim whatsoeVer, of_the said part'y of the first part, either in law or equi1;y,_to t}\e only proper _use. benefit arid he hoof of the said party of I the secon<l par't, hisheirs and assigns forever. 11 'I 11 II i! 'I r, " Ii I/ Ir IN-WITNESS.WHEREOF, The sai? part·y .. oft_he first part.-ha s.· h. ''./.e'f 6-:soett h h_,,is han.d and seal the day and year first above written. ~ ~"~ Signed, Sealed and DeliVered in the Presence of LEO JAMI:o-iARON " STATE OF_t:OI~ORADO, }. C9unty of Garfield. -~s. ·.Th-e foregoinginstr_ument was acknowledge'd b:efore me this. 1984 ,by'* Leo -JB.imnaron daYof ii !1 My comm1ss1on expires Seffem/it"lf' Oli, 19tf&. Witness my hand and official seal II .~ ... ,,, r .. . ,,,--!.i,:·,O~A~; ;~', ~d, LdL~ P. 0. D_rawer 790 !J'I··_ !p-· ... ,..: .. C: : 9J,::n~i"._~-d~~rin.Es,CO Bl60Z [SEAL] [SEAT,.} (SEAL] N<>lnri' Public. I I I ~,,. . ~· I -cO!i U.oU <::.?' I ... ll°·~ r.o\ r'o . . . . . 1'1 "L~---=:::-_:::'::c._--:_::···----:--:==:---~=---..::..._---:==..-:.::::-..:=-----:-__:::-------=------.-------:.::==------::--------·--- No~ 933. QUIT °cLA!r.i DEED.--CoPyright ©!978 Brndford P,;bli•hini: CO .. 1112~-~6 Stout Stre~t. Denv~r. C~lor"'lo (5?3-~0lll-~-78 1 Reilly O'Brien From:Tom Hartert <thartert@balcombgreen.com> Sent:Friday, June 03, 2016 12:39 PM To:Shannon Pelland Cc:Reilly O'Brien; Ray Scott Subject:RE: Mineral rights Categories:RFSD Shannon – My recollection is that Eastbank did not reserve any mineral interest in the Schools 35 acre parcel upon sale. I will look at the closing file and double check. But unless you hear otherwise I do not believe we retained any mineral estate. As an aside, when we were preparing the FedEx applications we hired John Doose to conduct a mineral estate ownership title search. The results would be the same for the School’s parcel as for the rest of the Jammaron Rach property. While there had been a severance in the chain of title with respect to a percentage of the mineral estate, our predecessor in interest had actually “bought back” those interests and they became re-attached to the full property interests. If I can locate John’s analysis I am happy to share with you if it is of any help. I believe you can be confident in stating in your application that RE-1 is sole mineral estate title owner. Hope all is well – talk to you soon I am sure… Thomas J. Hartert, Balcomb & Green, P.C. 818 Colorado Ave., Glenwood Springs, CO 81601 P.O. Box 790, Glenwood Springs, CO 81602 www.balcombgreen.com Phone: 970-945-6546 Fax: 970-945-8902 This message may contain or attach confidential or privileged information. Any disclosure, use or retention of this message and/or any attachments is unauthorized. If you have received this email in error and are not the intended recipient of this message, do not read this email and inform the sender of the transmittal error. If you are a client, please do not forward this message. No privilege waiver is implied. From: Shannon Pelland [mailto:pelland@rfschools.com] Sent: Friday, June 03, 2016 8:22 AM To: Tom Hartert <thartert@balcombgreen.com> Cc: Reilly O'Brien <Reilly.O'Brien@nv5.com>; Ray Scott <ray.scott@nv5.com> Subject: Mineral rights Hi Tom- We are submitting our location and extent review application to the County. We have to indicate who owns the mineral rights, and I'm not sure. Did Robert retain ownership of the mineral rights on the District's 35 acres? Thanks, Shannon 2 -- Shannon Pelland Asst. Superintendent/CFO Roaring Fork School District 970-384-6003 pelland@rfschools.com Names and Mailing Addresses of Owners of Property within 200 Feet of Subject Parcel New Eastbank Pre-Kindergarten – 8 School Roaring Fork School District RE-1 - Rose, James L., PO Box 432, Rifle, CO - Warehouse Investment Partnership, 1111 Dunn Avenue, Cheyenne, WY, 82001 - L & Y Jammaron Family LLLP, 4915 Highway 82, Glenwood Springs, CO - Roaring Fork Transportation Authority, 530 E Main Street, Aspen, CO, 81611 - Eastbank, LLC, 710 E Durant Ave Unit W-6, Aspen, CO, 81611 - MacGregor, Robert Duncan, 710 East Durant Avenue Unit W-6, Aspen, CO, 81611 - KW Glenwood Springs, LLC, PO Box 979, Telluride, CO, 81435 1 2 3 4 5 6 7 8 9 10 15233Owner200ft160523SOPRIS ENGINEERING – LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 970.704.0311 82 C R 1 0 9 W E S T B A N KWESTBANKSUBDIVISIO NSUBDIVISION CR 154 RE-1 EASTBANK PARCEL200' ADJACENT PARCEL OWNERSHIP $- PARCEL INFORMATION : GARFIELD COUNTY GIS. 05/02/2016- AERIAL IMAGE : 2015 NAIP FLIGHT. 1 METER RESOLUTION- THIS MAP IS CONCEPTUAL AND IS INTENDED FOR GENERAL PLANNING PURPOSES ONLY 1 inch = 600 feet 0 600 1,200300Feet ROARING FORK RE-1SCHOOL DISTRICTPARCEL # 218535300060 2 0 0 ' 200' BUFFERFROM SUBJECT PROPERTY MAP ID PARCEL No.OWNER NAME ADDRESS CITY STATE ZIPCODE1218535400017ROSE, JAMES L.PO BOX 432 RIFLE CO 2 218535200015 WAREHOUSE INVESTMENT PARTNERSHIP 1111 DUNN AVENUE CHEYENNE WY 820013218535200023L & Y JAMMARON FAMILY LLLP 4915 HIGHWAY 82 GLENWOOD SPRINGS CO 4 218535400059 ROARING FORK TRANSPORTATION AUTHORITY 530 E MAIN STREET ASPEN CO 816115218535315003EASTBANK LLC 710 E DURANT AVE UNIT W6 ASPEN CO 816116218535304002MACGREGOR, ROBERT DUNCAN 710 EAST DURANT AVENUE UNTI W-6 ASPEN CO 816117ROW 8 218535315001 KW GLENWOOD SPRINGS LLC PO BOX 979 TELLURIDE CO 814359218535415002EASTBANK LLC 710 E DURANT AVE UNIT W6 ASPEN CO 8161110ROW Eastbank PK-8 Legend P E D S / B I K E S C R O S S A H E A D S I G N S A F E T Y M I R R O R E X E M P T R A I L R O A D C R O S S I N G P E D S / B I K E S C R O S S A H E A D S I G N ST O P SI G N R I O G R A N D E T R A I L R I O G R A N D E T R A I L 1 8 " C M P T O P 5 9 6 3 . 5 ' I N V 5 9 6 2 . 1 ' T O P 5 9 6 4 . 8 ' I N V 5 9 6 3 . 3 ' 1 5 " C M P T O P 5 9 6 5 . 1 ' I N V 5 9 6 3 . 9 ' ST O P SI G N TR A I L SIG N S S A F E T Y M I R R O R R A I L R O A D C O N T R O L B O X H E A D G A T E D I V E R S I O N B O X DN DN PROPERTY LINE FED EX PARCEL LOT 2 EASTBANK LLC DN DN LIMITS OF SOCCER FIELD FUTURE BASEBALL FIELD 38 SP A C E S STAF F P A R K I N G O N E W A Y - B U S E S O N L Y TRAS H A N D K I T C H E N DELIV E R Y CONCRETE PATH HARDSCAPE FOR FIRE TRUCK/EMEGRENCY ACCESS AND TURN AROUND F I R E T R U C K / E M E R G E N C Y A C C E S S PK PARKING-8 SPACES REFER TO RE-1 EASTBANK SCHOOL OFFSITE ACCESS ROAD DRAWINGS. MULCH PL A Y P I T HARDSDC A P E P L A Y TODDLER P L A Y LANDSCA P E / D R A I N A G E ON E W A Y GUEST/PAR E N T P A R K I N G 38 SPACES ONE WAY ONE W A Y ON E W A Y O N E W A Y PARENT D R O P O F F PAR E N T D R O P O F F GRAVEL PARKING LOT-30 SPACES ADA ACCESS TO SOCCER/BASEBALL FIELD REFER TO RE-1 EASTBANK SCHOOL OFFSITE ACCESS ROAD DRAWINGS. LIMITS OF SOCCER FIELD FUTURE BASEBALL FIELD 38 SP A C E S STAF F P A R K I N G O N E W A Y - B U S E S O N L Y TRAS H A N D K I T C H E N DELIV E R Y CONCRETE PATH HARDSCAPE FOR FIRE TRUCK/EMEGRENCY ACCESS AND TURN AROUND F I R E T R U C K / E M E R G E N C Y A C C E S S PK PARKING-8 SPACES REFER TO RE-1 EASTBANK SCHOOL OFFSITE ACCESS ROAD DRAWINGS. MULCH PL A Y P I T HARDSDC A P E P L A Y TODDLER P L A Y LANDSCA P E / D R A I N A G E ON E W A Y GUEST/PAR E N T P A R K I N G 38 SPACES ONE WAY ONE W A Y ON E W A Y O N E W A Y PARENT D R O P O F F PAR E N T D R O P O F F GRAVEL PARKING LOT-30 SPACES ADA ACCESS TO SOCCER/BASEBALL FIELD REFER TO RE-1 EASTBANK SCHOOL OFFSITE ACCESS ROAD DRAWINGS. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 50 OP R I S E S NG I N E E R I N G , L L C . CI V I L C O N S U L T A N T S 15233 SI T E P L A N RE - 1 P K - 8 E A S T B A N K S C H O O L JOB NO. SHEET 1 OF 1 DATE:05-18-16 NO . RE V I S I O N BY DA T E 50 2 M A I N S T R E E T CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 7 0 4 - 0 3 1 1 FA X : ( 9 7 0 ) - 7 0 4 - 0 3 1 3 DE S I G N E D B Y GA R F I E L D C O U N T Y , C O L O R A D O DR A W N B Y CH E C K E D B Y DA T E IN I T I A L S LO C A T I O N A N D E X T E N T S A P P L I C A T I O N PROPERTY LINE AL-CR 154 (1) PROFILE 5930 5935 5940 5945 5950 5955 5960 5965 5970 5930 5935 5940 5945 5950 5955 5960 5965 5970 0+00 59 6 6 . 6 59 6 6 . 2 0+50 59 6 5 . 9 59 6 5 . 9 8 59 6 5 . 5 59 6 5 . 7 0 1+00 59 6 5 . 2 59 6 5 . 4 3 59 6 4 . 9 59 6 5 . 1 6 1+50 59 6 4 . 7 59 6 4 . 8 8 59 6 4 . 5 59 6 4 . 6 1 2+00 59 6 4 . 3 59 6 4 . 3 3 59 6 4 . 0 59 6 4 . 0 6 2+50 59 6 3 . 8 59 6 3 . 7 9 59 6 3 . 5 59 6 3 . 5 1 3+00 59 6 3 . 2 59 6 3 . 2 4 59 6 2 . 9 59 6 2 . 9 6 3+50 59 6 2 . 5 59 6 2 . 6 9 59 6 2 . 2 59 6 2 . 4 1 4+00 59 6 1 . 9 59 6 2 . 1 4 59 6 1 . 6 59 6 1 . 8 6 4+50 59 6 1 . 3 59 6 1 . 5 3 59 6 0 . 8 59 6 1 . 1 1 5+00 59 6 0 . 2 59 6 0 . 6 2 59 5 9 . 6 59 6 0 . 0 4 5+50 59 5 8 . 9 59 5 9 . 3 7 59 5 8 . 2 59 5 8 . 6 3 6+00 59 5 7 . 5 59 5 7 . 8 0 59 5 6 . 7 59 5 6 . 9 0 6+50 59 5 5 . 8 59 5 5 . 9 7 59 5 4 . 9 59 5 5 . 0 4 7+00 59 5 3 . 9 59 5 4 . 1 2 59 5 2 . 9 59 5 3 . 1 9 7+50 59 5 2 . 0 59 5 2 . 2 6 59 5 1 . 1 59 5 1 . 3 3 8+00 59 5 0 . 2 59 5 0 . 4 0 59 4 9 . 3 59 4 9 . 4 7 8+50 59 4 8 . 3 59 4 8 . 5 5 59 4 7 . 4 59 4 7 . 6 2 9+00 59 4 6 . 5 59 4 6 . 6 9 59 4 5 . 6 59 4 5 . 7 6 9+50 59 4 4 . 6 59 4 4 . 8 3 59 4 3 . 6 59 4 3 . 9 0 10+00 59 4 2 . 7 59 4 2 . 9 8 59 4 1 . 7 59 4 2 . 0 5 10+50 59 4 0 . 8 59 4 1 . 1 2 59 4 0 . 0 59 4 0 . 1 9 11+00 59 3 9 . 2 59 3 9 . 2 6 59 3 8 . 3 59 3 8 . 3 3 11+50 59 3 7 . 4 59 3 7 . 4 1 59 3 6 . 4 59 3 6 . 4 8 12+00 59 3 5 . 5 59 3 5 . 5 5 59 3 4 . 6 59 3 4 . 6 2 12+50 59 3 3 . 8 12+52 59 3 3 . 7 -1.10% -3.71% GRADE BREAK STA = 0+28.62 ELEV = 5966.21 GR A D E B R E A K S T A = 1 2 + 3 6 . 9 0 EL E V = 5 9 3 4 . 1 8 PVI STA: 5+19.00 PVI ELEV: 5960.84 K: 76.43 LVC: 200.00BV C S : 4 + 1 9 . 0 0 BV C E : 5 9 6 1 . 9 3 EV C S : 6 + 1 9 . 0 0 EV C E : 5 9 5 7 . 1 2 CL CR 154 STA: 6+32.59= CL ACCESS RD STA 0+00 ELEV= 5956.62' BEGIN CR 154 IMPROVEMENTS AT STA 3+00. MATCH EXISTING. EXISTING GRADE PROPOSEDE FINISHED GRADE PROPOSED FINISHED GRADE EXISTING GRADE PROFILE BEFORE STA 3+00 SHOWN ONLY FOR COORDINATION PURPOSES. NO PROPOSED IMPROVEMENTS PROFILE BEYOND STA 12+00 SHOWN ONLY FOR COORDINATION PURPOSES. NO PROPOSED IMPROVEMENTS END CR 154 IMPROVEMENTS AT STA 12+00. MATCH EXISTING. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 50 OP R I S E S NG I N E E R I N G , L L C . CI V I L C O N S U L T A N T S 16015 CR 1 5 4 P L A N A N D P R O F I L E S T A 3 + 0 0 - 1 2 + 0 0 RE 1 - E A S T B A N K S C H O O L O F F S I T E A C C E S S JOB NO. SHEET 1 OF 3 DATE:05-18-2016 NO . RE V I S I O N BY DA T E 50 2 M A I N S T R E E T CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 7 0 4 - 0 3 1 1 FA X : ( 9 7 0 ) - 7 0 4 - 0 3 1 3 DE S I G N E D B Y GA R F I E L D C O U N T Y , C O L O R A D O DR A W N B Y CH E C K E D B Y DA T E IN I T I A L S LO C A T I O N A N D E X T E N T S A P P L I C A T I O N Know what's R BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE SPOT ELEVATION LEGEND 1.THE EXISTING CONDITIONS COMBINES SEVERAL FIELD SURVEYS. THE COUNTY ROAD 154 ALIGNMENT IS FROM A SURVEY PERFORMED BY SOPRIS ENGINEERING. THE RE1 ONSITE SURVEY WAS PERFOMED BY HIGH COUNTRY ENGINEERING. THE LOT 2 EASTBANK LLC SITE IS FROM THE GLENWOOD SPRINGS 2009 AERIAL SURVEY. THE FIELD SURVEYS PROVIDE A CONTOUR INTERVAL OF ONE (1) FOOT. A TWO (2) FOOT CONTOUR INTERVAL IS SHOWN FOR CLARITY AT THIS SCALE. THE ACCESS ROAD ALIGNMENT WILL NEED TO BE FIELD SURVEYED TO CONFIRM THE CURRENT EXISTING CONDITIONS. 2.THE PROPOSED CONTOUR INTERVAL IS TWO (2) FEET. THE CONTOUR ELEVATIONS REPRESENT THE FINISH GRADE SURFACE FOR SITE INFRASTRUCTURE. SITE NOTES: EXISTING ELECTRIC MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING CONTOUR EXISTING CONTOUR INTERVAL EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING WIRE FENCExx EXISTING ROCK WALL EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CABLE ut XEL XEL XEL uc EXISTING OVERHEAD ELECTRICou EXISTING WATER WELL PROPOSED LEGEND PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SLOPE PROPOSED SPOT ELEVATION 2.0% FG:6800.00' PROFILE SCALES: HORIZONTAL 1"=50' VERTICAL 1"=25'CR 154 PROFILE STA 3+00-12+00 NOTE: NO PROPOSED IMPROVEMENTS ON CR 154 BEYOND THESE STATIONS REFER TO SHEETS 2-3 FOR PLAN AND PROFILE INFORMATION FOR ACCESS ROAD U N D E R G R O U N D TE L E P H O N E M A R K E R UN D E R G R O U N D TE L E P H O N E M A R K E R PED S / B I K E S AHE A D SIG N PROPERTY LINE 25' LINEWORK AND TEXT FROM HCE PLAT CAD FILE. "30' NON-EXCLUSIVE ACCESS EASEMENT FOR THE BEBEFIT OF LOT 2 AND LOT 3 RECEPTION NO. 867716" (PHYSICAL DIMENSION) LOT 2 EASTBANK LLC MATERIAL STOCKPILES PER 2009 AERIAL TOPOGRAPHY. 0+0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+008+009+00 10+0 0 11+00 12+00 BP: 0+00.00 PC: 3+45.43 PC: 5+33.26 PC: 8+72.03 P C : 0 + 9 8 . 7 3 PT: 4+94.22 PT: 6+77.59 PT: 11+21.63 PT: 2+23.52 PRC: 9+99.86 5 + 0 0 6 + 0 0 7+ 0 0 8+ 0 0 PT: 7+98.32 STA:3+65.45 OFF:0.00' STA:6+32.59 OFF:0.00' STA:11+09.04 OFF:0.00' CR 154 STA:11+44.31 OFF:0.00' FILL IN THIS AREA BY OTHERS 12' LANE 16' TURN LANE W/ 100-FT OF STORAGE 12' LANE 2' CURB AND GUTTER 2' GRAVEL SHOULDER TRANSITION TAPER @ 7.5:1 REDIRECT TAPER @ 15:1 APPROXIMATE LOCATION OF EXISTING STORAGE SHED BASED UPON AERIAL 2' SHOULDER (1-FOOT ASPHALT, 1-FOOT GRAVEL) R30' 56' ASPHALT 12' RIGHT TURN ACCEL. LANE 12 - F O O T T H R U L A N E 12 - F O O T T H R U L A N E 16' TURN LANE W/ 150-FEET OF STORAGE TRANSITION TAPER @ 10:1 EDGE OF EXISTING ASPHALT 2.0 % 2.0 % 2. 0 % 2.0 % 4.1% 6.0%6.0% -2 . 0 : 1 -2 . 0 : 1 - 2 . 0 : 1 - 2 . 0 : 1 41' ASPHALT EXISTING CENTURYLINK PEDESTAL APPROXIMATE LOCATION OF EXISTING OVERHEAD UTILITY POLE. NEED TO CONFIRM WITH ONSITE SURVEY. POLE HAS ONE TRANSFORMERAPPROXIMATE LOCATION OF EXISTING OVERHEAD UTILITY POLES. NEED TO CONFIRM WITH ONSITE SURVEY. POLE HAS TWO TRANSFORMERS. XCEL POWER ENDS AT THIS POINT. ALL (4)LINES IN THIS RUN ARE XCEL PROPERTY LINE 5900 5905 5910 5915 5920 5925 5930 5935 5940 5945 5950 5955 5960 AL-RE1 ACCESS 4 PROFILE 5900 5905 5910 5915 5920 5925 5930 5935 5940 5945 5950 5955 5960 0+00 59 5 6 . 4 59 5 6 . 6 2 59 5 5 . 9 59 5 6 . 1 2 0+50 59 5 3 . 4 59 5 5 . 5 4 59 4 9 . 3 59 5 4 . 5 1 1+00 59 4 5 . 5 59 5 3 . 0 6 59 4 7 . 7 59 5 1 . 5 6 1+50 59 4 8 . 1 59 5 0 . 0 6 59 3 6 . 7 59 4 8 . 5 6 2+00 59 3 6 . 7 59 4 7 . 0 6 59 3 8 . 3 59 4 5 . 5 6 2+50 59 3 8 . 7 59 4 4 . 0 6 59 3 5 . 5 59 4 2 . 5 6 3+00 59 3 2 . 1 59 4 1 . 0 6 59 2 5 . 7 59 3 9 . 5 6 3+50 59 2 2 . 1 59 3 8 . 0 6 59 2 5 . 6 59 3 6 . 5 6 4+00 59 2 5 . 6 59 3 5 . 0 6 59 2 4 . 8 59 3 3 . 5 6 4+50 59 2 5 . 3 59 3 2 . 0 6 59 2 4 . 4 59 3 0 . 5 6 5+00 59 2 0 . 9 59 2 9 . 0 6 59 1 8 . 4 59 2 7 . 5 6 5+50 59 1 7 . 3 59 2 6 . 0 6 59 2 0 . 0 59 2 4 . 5 6 6+00 59 2 1 . 8 59 2 3 . 0 6 59 2 2 . 3 59 2 1 . 5 6 6+50 59 2 1 . 5 59 2 0 . 0 6 59 1 8 . 0 59 1 8 . 6 2 7+00 59 1 4 . 3 59 1 7 . 3 7 59 1 3 . 6 59 1 6 . 2 9 7+50 59 1 1 . 6 59 1 5 . 4 0 59 0 9 . 7 59 1 4 . 6 8 8+00 59 0 9 . 7 59 1 4 . 1 3 59 1 1 . 2 59 1 3 . 5 9 8+50 59 1 1 . 1 59 1 3 . 0 4 59 1 1 . 5 59 1 2 . 5 0 9+00 59 1 1 . 7 59 1 1 . 9 6 59 1 1 . 3 59 1 1 . 4 2 9+50 59 0 9 . 8 59 1 0 . 8 8 59 0 9 . 3 59 1 0 . 3 4 10+00 59 0 8 . 9 59 0 9 . 8 0 59 0 8 . 2 59 0 9 . 2 6 10+50 59 0 7 . 7 59 0 8 . 7 2 59 0 6 . 0 59 0 8 . 1 8 11+00 59 0 4 . 9 59 0 7 . 6 8 59 0 3 . 9 59 0 7 . 3 2 11+50 59 0 4 . 1 59 0 7 . 1 0 59 0 4 . 4 59 0 7 . 0 3 12+00 59 0 4 . 6 59 0 7 . 0 9 59 0 7 . 3 0 12+50 59 0 5 . 2 59 0 7 . 6 0 -2.00% -2.16% -6.00% GR A D E B R E A K S T A = 0 + 0 0 . 0 0 EL E V = 5 9 5 6 . 6 2 PVI STA: 7+20.13 PVI ELEV: 5915.85 K: 34.30 LVC: 131.55 BV C S : 6 + 5 4 . 3 5 BV C E : 5 9 1 9 . 8 0 EV C S : 7 + 8 5 . 9 1 EV C E : 5 9 1 4 . 4 3 PVI STA: 11+55.13 PVI ELEV: 5906.44 K: 44.31 LVC: 150.00 BV C S : 1 0 + 8 0 . 1 3 BV C E : 5 9 0 8 . 0 6 EV C S : 1 2 + 3 0 . 1 3 EV C E : 5 9 0 7 . 3 6 LOW PT. STA: 11+76.01 LOW PT ELEV: 5907.03 PVI STA: 0+61.00 PVI ELEV: 5955.40 K: 12.50 LVC: 50.00 BV C S : 0 + 3 6 . 0 0 BV C E : 5 9 5 5 . 9 0 EV C S : 0 + 8 6 . 0 0 EV C E : 5 9 5 3 . 9 0 PROPOSED CENTERLINE FINISHED GRADE APPROXIMATE EXISTING GRADE PROPOSED FINISHED GRADE APPROXIMATE EXISTING GRADE = CL CR 154 STA 6+32.59STA: 11+09.04 ELEV= 5907.53' 24' ASPHALT 12' LANE 12' LANE 2' SHOULDER (1-FT ASPHALT, 1-FT GRAVEL)2' CURB AND GUTTER 2' GRAVEL SHOULDER FOR GUARDRAIL2:1 F I L L S L O P E 2:1 C U T S L O P E 10' DITCH 2 FEET DEEP 2:1 F I L L S L O P E 2: 1 F I L L S L O P E 24' 12' LANE 12' LANE 4' SHOULDER (2-FT ASPHALT, 2-FT GRAVEL)4' SHOULDER (2-FT ASPHALT, 2-FT GRAVEL) 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 50 OP R I S E S NG I N E E R I N G , L L C . CI V I L C O N S U L T A N T S 16015 AC C E S S R O A D P L A N / P R O F I L E S T A 0 + 0 0 - 1 2 + 5 0 RE 1 - E A S T B A N K S C H O O L O F F S I T E A C C E S S JOB NO. SHEET 2 OF 3 DATE:05-18-2016 NO . RE V I S I O N BY DA T E 50 2 M A I N S T R E E T CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 7 0 4 - 0 3 1 1 FA X : ( 9 7 0 ) - 7 0 4 - 0 3 1 3 DE S I G N E D B Y GA R F I E L D C O U N T Y , C O L O R A D O DR A W N B Y CH E C K E D B Y DA T E IN I T I A L S LO C A T I O N A N D E X T E N T S A P P L I C A T I O N Know what's R BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE SPOT ELEVATION LEGEND 1.THE EXISTING CONDITIONS COMBINES SEVERAL FIELD SURVEYS. THE COUNTY ROAD 154 ALIGNMENT IS FROM A SURVEY PERFORMED BY SOPRIS ENGINEERING. THE RE1 ONSITE SURVEY WAS PERFOMED BY HIGH COUNTRY ENGINEERING. THE LOT 2 EASTBANK LLC SITE IS FROM THE GLENWOOD SPRINGS 2009 AERIAL SURVEY. THE FIELD SURVEYS PROVIDE A CONTOUR INTERVAL OF ONE (1) FOOT. A TWO (2) FOOT CONTOUR INTERVAL IS SHOWN FOR CLARITY AT THIS SCALE. THE ACCESS ROAD ALIGNMENT WILL NEED TO BE FIELD SURVEYED TO CONFIRM THE CURRENT EXISTING CONDITIONS. 2.THE PROPOSED CONTOUR INTERVAL IS TWO (2) FEET. THE CONTOUR ELEVATIONS REPRESENT THE FINISH GRADE SURFACE FOR SITE INFRASTRUCTURE. SITE NOTES: EXISTING ELECTRIC MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING CONTOUR EXISTING CONTOUR INTERVAL EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING WIRE FENCExx EXISTING ROCK WALL EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CABLE ut XEL XEL XEL uc EXISTING OVERHEAD ELECTRICou EXISTING WATER WELL PROPOSED LEGEND PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SLOPE PROPOSED SPOT ELEVATION 2.0% FG:6800.00' M A T C H L I N E : S H E E T 3 PROFILE SCALES: HORIZONTAL 1"=50' VERTICAL 1"=25' ACCESS ROAD PROIFLE STA 0+00-12+50 REFER TO SHEET 1 FOR PLAN AND PROFILE INFORMATION FOR CR 154. ACCESS ROAD SECTION STA 3+65.45 TO 11+44.31ACCESS ROAD SECTION STA 11+44.31 TO 17+22 SCALE: 1"=10'SCALE: 1"=10' M A T C H L I N E : S H E E T 3 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+22 E P : 1 7 + 2 2 . 2 4 P C : 1 4 + 5 7 . 6 2 PT: 11+21.63 P T : 1 5 + 1 7 . 4 6 PRC: 9+99.86 DN DN STA:11+09.04 OFF:0.00' STA:11+44.31 OFF:0.00' STA:16+73.59 OFF:0.00' 5900 5905 5910 5915 5920 5925 5930 5935 5940 5945 5950 5955 5960 5900 5905 5910 5915 5920 5925 5930 5935 5940 5945 5950 5955 5960 12+50 59 0 5 . 2 59 0 7 . 6 0 59 0 5 . 4 59 0 7 . 9 1 13+00 59 0 5 . 7 59 0 8 . 2 1 59 0 5 . 9 59 0 8 . 5 2 13+50 59 0 6 . 2 59 0 8 . 8 2 59 0 6 . 4 59 0 9 . 1 3 14+00 59 0 6 . 7 59 0 9 . 4 3 59 0 6 . 9 59 0 9 . 7 4 14+50 59 0 7 . 2 59 1 0 . 0 4 59 0 7 . 4 59 1 0 . 3 5 15+00 59 0 7 . 6 59 1 0 . 6 5 59 0 7 . 7 59 1 1 . 0 2 15+50 59 0 7 . 9 59 1 1 . 4 8 59 0 8 . 0 59 1 2 . 0 5 16+00 59 0 8 . 1 59 1 2 . 7 3 59 0 8 . 5 59 1 3 . 4 8 16+50 59 0 9 . 8 59 1 4 . 2 3 59 1 1 . 0 59 1 4 . 9 9 17+00 59 1 2 . 8 59 1 5 . 7 5 17+22 59 1 4 . 7 59 1 6 . 4 2 1.22% 3.03% GRADE BREAK STA = 17+22.24 ELEV = 5916.42 EV C S : 1 2 + 3 0 . 1 3 PVI STA: 15+53.13 PVI ELEV: 5911.30 K: 60.16 LVC: 108.57 BV C S : 1 4 + 9 8 . 8 4 BV C E : 5 9 1 0 . 6 4 EV C S : 1 6 + 0 7 . 4 2 EV C E : 5 9 1 2 . 9 5 24' ASPHALT 12' LANE 12' LANE 2' SHOULDER (1-FT ASPHALT, 1-FT GRAVEL)2' CURB AND GUTTER 2' GRAVEL SHOULDER FOR GUARDRAIL2:1 F I L L S L O P E 2:1 C U T S L O P E 10' DITCH 2 FEET DEEP 2:1 F I L L S L O P E 2: 1 F I L L S L O P E 24' 12' LANE 12' LANE 4' SHOULDER (2-FT ASPHALT, 2-FT GRAVEL)4' SHOULDER (2-FT ASPHALT, 2-FT GRAVEL) 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 50 OP R I S E S NG I N E E R I N G , L L C . CI V I L C O N S U L T A N T S 16015 AC C E S S R O A D P L A N / P R O F I L E S T A 1 2 + 5 0 - 1 7 + 2 2 RE 1 - E A S T B A N K S C H O O L O F F S I T E A C C E S S JOB NO. SHEET 3 OF 3 DATE:05-18-2016 NO . RE V I S I O N BY DA T E 50 2 M A I N S T R E E T CA R B O N D A L E , C O 8 1 6 2 3 (9 7 0 ) 7 0 4 - 0 3 1 1 FA X : ( 9 7 0 ) - 7 0 4 - 0 3 1 3 DE S I G N E D B Y GA R F I E L D C O U N T Y , C O L O R A D O DR A W N B Y CH E C K E D B Y DA T E IN I T I A L S LO C A T I O N A N D E X T E N T S A P P L I C A T I O N Know what's R BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE SPOT ELEVATION LEGEND 1.THE EXISTING CONDITIONS COMBINES SEVERAL FIELD SURVEYS. THE COUNTY ROAD 154 ALIGNMENT IS FROM A SURVEY PERFORMED BY SOPRIS ENGINEERING. THE RE1 ONSITE SURVEY WAS PERFOMED BY HIGH COUNTRY ENGINEERING. THE LOT 2 EASTBANK LLC SITE IS FROM THE GLENWOOD SPRINGS 2009 AERIAL SURVEY. THE FIELD SURVEYS PROVIDE A CONTOUR INTERVAL OF ONE (1) FOOT. A TWO (2) FOOT CONTOUR INTERVAL IS SHOWN FOR CLARITY AT THIS SCALE. THE ACCESS ROAD ALIGNMENT WILL NEED TO BE FIELD SURVEYED TO CONFIRM THE CURRENT EXISTING CONDITIONS. 2.THE PROPOSED CONTOUR INTERVAL IS TWO (2) FEET. THE CONTOUR ELEVATIONS REPRESENT THE FINISH GRADE SURFACE FOR SITE INFRASTRUCTURE. SITE NOTES: EXISTING ELECTRIC MANHOLE EXISTING TELEPHONE MANHOLE EXISTING UTILITY MANHOLE EXISTING GUY WIRE EXISTING POWER POLE EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING LIGHT POLE EXISTING SIGN EXISTING LEGEND EXISTING CONTOUR EXISTING CONTOUR INTERVAL EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING WIRE FENCExx EXISTING ROCK WALL EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING CABLE ut XEL XEL XEL uc EXISTING OVERHEAD ELECTRICou EXISTING WATER WELL PROPOSED LEGEND PROPOSED 2' CONTOUR PROPOSED 10' CONTOUR PROPOSED SLOPE PROPOSED SPOT ELEVATION 2.0% FG:6800.00' M A T C H L I N E : S H E E T 2 PROFILE SCALES: HORIZONTAL 1"=50' VERTICAL 1"=25' ACCESS ROAD PROIFLE STA 12+50-17+22 ACCESS ROAD SECTION STA 3+65.45 TO 11+44.31ACCESS ROAD SECTION STA 11+44.31 TO 17+22 SCALE: 1"=10'SCALE: 1"=10' PROPOSED FINISHED GRADE AT CENTERLINEAPPROXIMATE EXISTING GRADE PROPOSED FINISHED GRADE APPROXIMATE EXISTING GRADE M A T C H L I N E : S H E E T 2 Response to L&E Review Criteria New Eastbank Pre-Kindergarten – 8 School Roaring Fork School District RE-1 The text included in this narrative is intended to provide evidence and information as to how the project is in general conformance with the County’s Comprehensive Plan. · Future Land Use Utilizing the City of Glenwood Springs FLUM The Future Land Use Map (FLUM)of the Garfield County 2030 Comprehensive Plan designates this parcel as being included within the urban growth boundary of the City of Glenwood Springs; therefore, the future land use and density on this site is subject to the City of Glenwood Springs FLUM. Based upon the FLUM, the project site is Low Density Residential. The City of Glenwood Springs Comprehensive Plan describes this type of development as, “…single-family residential development that is intended to maintain rural character.” The comprehensive plan however, does not detail the type of development and associated densities for this use; it instead refers to the current land use codes. The City’s Land Use Code does not specifically include Low Density Residential in its Zone Districts, but it appears to most closely align with R1/20 which is Residential Zoning with 1-residence per 20,000 SF. Under this zone district, a school is allowed with a special review process, it is therefore in general compliance with both the City’s Comprehensive Plan/FLUM and with the County’s Comprehensive Plan. · Section 1-Urban Growth Areas and IGA The project Site is included within the Urban Growth Area as is detailed on the Garfield County Comprehensive Plan’s Future Land Use Map. Therefore, the project Site has been flagged as an area where the County desires to direct development. The project Site can and will be served by all utilities as each utility company, with the exception of water and sewer, currently has facilities at or very near the project site. It is anticipated that the Site will be included within the Roaring Fork Water and Sanitation District’s (RFWSD) service plan area and that water and sewer will be provided by RFWSD. The School district has been working with the RFWSD to make amendments to their current service plan to include the project Site. It is our understanding that the service plan amendment will be submitted to the Garfield County Commissioners in the near future. Additionally, RFWSD is in the process of designing water and sewer main extensions from their existing facilities to serve the Site. Therefore, the project is in general conformance with the vision outlined in Chapter 3, Section 1 of the County’s Comprehensive Plan. · Section 2-Housing In 2015 the voters passed a $122M bond with $15M of the bond to be used by the Roaring Fork School District to either build or purchase affordable rental housing units for RFSD employees within the Roaring Fork Valley (Carbondale, Glenwood, and Basalt). The overall goal of the RFSD is to implement employee housing for the district wide area, which includes the project Site. The funds will be distributed between Glenwood, Carbondale and Basalt evenly. With the future construction or acquisition of the affordable rental housing units in the Roaring Fork Valley, this project is in general conformance with the vision outlined in Chapter 3, Section 2 of the County’s Comprehensive Plan. · Section 3-Transportation The Eastbank Property-New Roaring Fork School Traffic Assessment , which was prepared by Felsburg Holt & Ullevig (FHU), dated April 8, 2106 is included with this submittal to help address this checklist item. External Access and Traffic Analysis: Access will be provided to the project Site with a new access road off of CR 154 to the Site. Based upon the Eastbank Property-New Roaring Fork School Traffic Assessment, prepared by Felsburg Holt & Ullevig (FHU), dated April 8, 2016 and the State Highway Access Code, construction of this access will require certain turning lane improvements to CR 154 at the intersection of the access. Those improvements are detailed on the RE1-Eastbank School Offsite Access drawings by Sopris Engineering, dated May 18, 2016. Additionally, it was determined by FHU that no improvements are required at the intersection of CR 154 and State Highway 82 to allow for construction of this project. Internal Access: As is shown on the RE-1 PK-8 Eastbank School Site Plan, prepared by Sopris Engineering, dated May 18, 2016, the school campus has been designed to allow for parent parking/drop off on the south side of the building and for bus and teacher traffic to access the building along the east side of the building, to remove conflicts/issues which have been encountered at other schools thorough the district. Both the south and east accesses will be constructed to allow for future extension to the development to the south and west and to the remainder of the school site to the north. State Highway Access Permit Requirements: FHU determined that this project, combined with the adjacent FED Ex development increase the design hour vehicles at the intersection of State Highway 82 and CR 154 by 45%. Therefore, a new access permit is required. The access permit application was submitted on April 28, 2016 and CDOT has 45 days to either request additional information or issue the permit with conditions. We have yet to receive the permit. Therefore, by removing vehicles from State Highway 82 and reducing traffic congestion thru the core of Glenwood Springs, this project is in general conformance with the vision outlined in this section of the County’s Comprehensive Plan. · Water and Sewer Service: The RFSD recently worked with the RFWSD to amend their service plan and include this project Site in their service plan area. New water and sewer infrastructure will be constructed from the RFWSD’s existing facilities to the project Site where a new lift station will be constructed. Those improvements will be included as part of a Locate and Extents Application which is being prepared by the RFWSD and are not included within this application. The project Site will be served by a new sewer main from the RFWSD lift station and a water main will be extended thru the site from the end of the RFWSD improvements. Additionally, with construction of the new water and sewer infrastructure, adjacent property owners who are currently served by an OWTS will have the ability to abandon their OWTS and connect to the new infrastructure. The County strongly discourages proliferation of private central water/sewer system which was an alternative the RFSD considered due to the project Site’s location. With the inclusion of the project Site to the RFWSD service plan area, the RFSD no longer had to consider the private central water/sewer system. By connecting to an existing water and sanitation district and by providing the potential for adjacent property owners to connect to the new infrastructure and abandon existing OWTS, this project is in general conformance with the vision outlined in this section of the County’s Comprehensive Plan. · Natural Resources: o BUILDING ORIENTATION - The building academic wings are laid out on an east/ west primary axis which optimizes daylighting opportunities while also simplifying control of unwanted solar heat gain from the sun. The building is also two-stories in order to reduce the footprint and to make for a more efficient building design. o BUILDING ENVELOPE - Increased insulation will be provided in exterior walls and at roof to improve envelope performance. High performance glass will be employed at all windows to reduce UV and Infrared transmission into the building while also reducing unwanted heat gains or cooling losses from inside the building. o ENHANCED EFFICIENCY - Energy performance optimization will reduce overall energy consumption by approximately 40-45%, compared to baseline ‘standard’ building design. In addition, low-flow plumbing fixtures will reduce water consumption by approximately 35-40%, compared to baseline ‘standard’ building design. o FUTURE PV READY - The building will ‘Solar-Ready’ (designed to accommodate a future photovoltaic solar power harvesting system). The roof will be structured to carry the additional weight and a conduit pathway from the roof to the electrical room will be provided; and space will be set aside in the main electrical room for the inverter equipment. o LOCAL MATERIALS - Preference will be given to materials which were manufactured, harvested, extracted, mined etc. within a 500-mile radius of the building site in order to reduce embodied energy due to shipping. o DAYLIGHT AND VIEWS - Special attention was given to the relationship of interior spaces to exterior spaces. Nearly all regularly occupied spaces within the building will be provided with natural daylight and direct views to the outdoors, all of which substantially improve occupant satisfaction and comfort. o ACOUSTICAL PERFORMANCE - Acoustical performance is critical for High-Performing learning environments. Interior walls and doors will be specially designed and constructed to reduce sound transmission between spaces. Properly designed spaces eliminate the need for future renovations which waste resources. o CONTAMINANT REDUCTION - Indoor air quality enhancement measures like duct protection during construction and a whole-building air flush-out after construction ensure a healthful environment for occupants. o LOW-EMITTING MATERIALS - All adhesives, sealants, paints and coatings used on the project will meet the low VOC (Volatile Organic Compounds) standards defined by LEED. Additionally, all composite wood products contain no urea-formaldehyde resins. o LOW-EMITTING FINISHES - All carpeting used will meet the standards set forth by LEED for low-emitting materials, as well as the requirements of the Carpet and Rug Institute’s ‘Green Label Plus’ Program. · Mineral Extraction: The project Site is essentially a reclaimed sand and gravel pit, all sand and gravels have been extracted. Additionally, the project Site is not noted within the Comprehensive Plan to have any oil shale or coal potential, although the proposed development of the project Site would not prevent future extraction of oil and gas if it was ever determined that oil and gas extraction was possible at this Site. Since this project does not prohibit resource extraction, it is in general conformance with the vision outlined in this section of the County’s Comprehensive Plan. STATE OF COLORADO COLORADO GEOLOGICAL SURVEY-serving the people of Colorado Department of Natural Resources 1313 Sherman Street, Room 715 Denver, co 80203 Phone: (303) 866-2611 Fax: (303) 886-2461 April 7, 2009 Ms. Kathy Eastley CGS LUR No. GA-09-0008 Legal: SW, Sec. 35, T6S, R89W Garfield County Building and Planning Department 109 8t Street, Suite 201 Glenwood Springs, CO 81601 RE: Eastbank SP Geologic Hazards Review Dear Ms. Eastley, DEPARIMENT OF NATURAL RESOURCES Bill Ritter, Jr. Governor Harris D. Sherman Executive Director Vincent Matthe...vs Division Director and State Geologist Thank you for the land use application referral. At your request, and in accordance to Senate Bill 35 (1972), this office has reviewed the land-use application submitted by your office and considered the geologic hazards and geologic conditions that may affect the land use development. Included in the development application was a geologic hazard evaluation by CTL!Thompson, Inc. dated Januruy 28, 2009 (Project No. GS05326-J 05). CGS conducted a site inspection on April 2, 2009. Please consider the following observations in your land use decisions. The land is mostly being used for pasture, irrigated hay fields, and commercial/waste management activities. Portions of the site have been reclaimed from an earlier gravel mining operation. The panhandle of the property is where the firm, Rocky Mountain Disposal, has an office building, garage, and an extensive yard with equipment, trucks, trailers, trash bins, and assorted fill piles. The site is located on the east side of the Roaring Fork River, which meanders around the site. This river bend encircles the property on three sides. Geologically, the site lies within the axis of the Cattle Creek anticline, which follows the Roaring Fork River valley from Carbondale to Glenwood Springs. The underlying bedrock of the valley floor is the Eagle Valley Evaporite (rock salt and gypsum). The bedrock is covered by two major river terraces. Near Highway 82, the older and higher gravel terrace is, in turn, variably covered by a thin veneer of red, mixed alluvial fan and colluvial sediments (soils) that were washed down from the steep valley side across the highway. Evaporite flow and diapiric upwelling of the underlying evaporite rocks towards the axis of the Cattle Creek anticline has slightly tilted the terrace surfaces away from the river. Recent sinkholes have opened in the Ironbridge development to the southeast and, last year, in a pasture on the same gravel terrace just 1,500 feet to the northwest. The Roaring Fork valley corridor from Glenwood Springs to Basalt has been mapped as an evaporite karst area Existing and new sinkhole formation indicates that dissolution of evaporite bedrock continues to be an active and ongoing hazardous process in this area. We have review the geologic report by CTL and generally concur with its content. We also consider subsidence and sinkholes, related to dissolution of the underlying evaporite bedrock, to be a potential risk. Near-surface underground voids may exist on the property that has not yet breached the surface to become visible sinkholes. As mentioned above, ground at this site has perceptibly tilted away from the river, reflecting diapiric upwelling of evaporite in the recent geologic past. It is presently unknown whether the rate of salt-flow movement, which CGS believes is continuing, affects typical structures within their design lifetime. The red soils derived from the steep valley side may also be collapsible but the majority of the site lies on packed river gravel which generally provides an excellent bearing capacity for residential foundations. The mining reclaimed areas are disturbed areas and likely contain areas of artificial fill and loosened soils. An environmental assessment should be made of the property that is currently used by Rocky Mountain Disposal. This part of the property, which is proposed for mixed-use residential land use in the sketch plan, has a history of commercial trucking, truck repair and servicing, waste disposal equipment storage, and other activities related to trucking and waste management business. Ground spills, leaking tanks, and suspect fills may exist. In closing, the CGS finds no geologic hazard or condition that would preclude the development as it is shown in the sketch plan. Additional geotechnical and environmental investigations are warranted to better characterize the subsurface conditions. All earthwork, including utility trenches and overlot grading, should be inspected by a knowledgeable engineering geologist or geotechnical engineer who have the training and experience to recognize potential subsidence. The risk of subsidence and potentially dangerous spontaneous ground openings must be disclosed to prospective home or lot buyers in the development. If you have any questions about the content of this geologic hazard review letter, please contact this office at (303) 866-2611 x8331 or e-mail: jonathan.white@state.co.us Sincerely, Jonathan L. White Senior Engineering Geologist EASTBANK PROPERTY - NEW ROARING FORK SCHOOL TRAFFIC ASSESSMENT Prepared f or: Roaring Fork School District 1405 Grand Avenue Glenwood Springs, CO 81601 Prepared by: Felsburg Holt & Ullevig 6300 South Syracuse Way, Suite 600 Centennia l, Colorado 80111 (303) 721-1440 Principal : Lyle E. DeVries, PE , PTOE Project Engineer: Rachel S . Ackerman n, El FHU Reference No. 15-133-01 March 2016 Eastbank Property – New Roaring Fork School Traffic Assessment TABLE OF CONTENTS Page I. INTRODUCTION -------------------------------------------------------------------------------------------- 1 II. EXISTING CONDITIONS --------------------------------------------------------------------------------- 4 A. Land Use -------------------------------------------------------------------------------------------- 4 B. Roadway System -------------------------------------------------------------------------------- 4 C. Traffic Volumes and Operations ------------------------------------------------------------ 4 III. FUTURE CONDITIONS ----------------------------------------------------------------------------------- 6 A. Site Trip Generation ---------------------------------------------------------------------------- 6 B. Trip Distribution And Traffic Assignment ----------------------------------------------- 6 C. Total Traffic Conditions ---------------------------------------------------------------------- 12 IV. QUEUING EVALUATION -------------------------------------------------------------------------------- 15 V. STATE HIGHWAY ACCESS CODE CRITERIA --------------------------------------------------- 16 A. Access Permit ----------------------------------------------------------------------------------- 16 B. Speed Change Lanes -------------------------------------------------------------------------- 16 VI. SUMMARY AND RECOMMENDATIONS ----------------------------------------------------------- 18 LIST OF APPENDICES APPENDIX A TRAFFIC COUNTS APPENDIX B EXISTING CONDITIONS LOS WORKSHEETS APPENDIX C BACKGROUND TRAFFIC LOS WORKSHEETS APPENDIX D TOTAL TRAFFIC LOS WORKSHEETS APPENDIX E QUEUING REPORTS Eastbank Property – New Roaring Fork School Traffic Assessment LIST OF FIGURES Page Figure 1. Vicinity Map ----------------------------------------------------------------------------------------- 2 Figure 2. Conceptual Site Plan ----------------------------------------------------------------------------- 3 Figure 3. Existing Conditions -------------------------------------------------------------------------------- 5 Figure 4. Trip Distribution and Site Generated Traffic Assignment-------------------------------- 7 Figure 5. Short Range Future Background Traffic Conditions -------------------------------------- 9 Figure 6. Long Range Future Background Traffic Conditions ------------------------------------- 11 Figure 7. Short Range Future Total Traffic Conditions ---------------------------------------------- 13 Figure 8. Long Range Future Total Traffic Conditions ----------------------------------------------- 14 LIST OF TABLES Table 1. Site Trip Generation Estimates ---------------------------------------------------------------- 6 Table 2. SimTraffic 95th Percentile Queue Results – CR 154 ------------------------------------ 15 Table 3. Auxiliary Lane Requirements at SH 82 and CR 154 ------------------------------------ 16 Table 4. Existing SH 82/CR 154 Turn Lane Lengths ----------------------------------------------- 17 Eastbank Property – New Roaring Fork School Traffic Assessment Page 1 I. INTRODUCTION The Roaring Fork School District is proposing to construct a new school on an undeveloped parcel of land in Garfield County. The proposed site is located southeast of the intersection of State Highway (SH) 82 and Garfield County Road (CR) 154. Figure 1 illustrates the location of the site and the adjacent primary roadway network. The proposed development of the site would consist of a school serving 500 preschool through eighth grade students. Figure 2 shows the current site plan concept for the new school. Full- movement vehicular access to the site would be provided to CR 154 at the southeast end of the site. The Roaring Fork School District has indicated that, at some point in the future, if enrollment demands it, the parcel would be large enough to accommodate an additional school with capacity to serve an additional 500 students. At that time, the schools would be reconfigured with a more traditional configuration, with grades kindergarten through fifth grade at one school and grades six through eight at the second school. This assessment does not address the impacts of a second school. If a second school is added to the site, the traffic impacts of that school would need to be evaluated separately. The purpose of this report is to provide an evaluation of the potential traffic impacts related to the new school and to identify any roadway or traffic control improvements required as a result. The analyses consider two future scenarios:  Short Range Future. This scenario examines the traffic impacts of completion of a 500-student school in the near-term future (year 2017).  Long Range Future. This scenario examines the traffic impacts of one 500-student school within the context of a year 2040 horizon. Vicinity Map Figure 1 FELSBURG HOLT & ULLEVIG Eastbank Property - New Roaring Fork School 15-133 03/09/16 Figur R o aring Fork River Roaring Fork River R e d C a n y o n R d . To Glenwood Springs To Carbondale Cardiff 82 82 SITE C o u nty Roa d 1 5 4