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Home My WebLink About01.0 Application• Mountain Shadow Place Minor Subdivision Application Garfield County, CO May 18, 2017 • • • TABLE OF CONTENTS Section 1: Application Forms and Documents Application Payment Agreement Form CGS Survey Payment Form Deed Letter(s) of Authorization Chain of Ownership Flow Chart Pre -Application Conference Summary Project Team Section 2: Plans Vicinity Map(s) County Parcel Map Existing Conditions Site Plan Plat Section 3: Engineering Documents Waiver Requests Master Drainage Report Soil Info Section 4: Development Plan & Compliance Narrative and Background Info Site Description & Zoning Development Plan Comprehensive Plan Section 5-301 Article 7 Section 5: Utilities Narrative Will Serve Letters Section 6: Improvement Agreement Subdivision Improvement Agreement - DRAFT Improvement Cost Schedule Section 7: Miscellaneous Documents Legal Access Email from Glenwood Springs Fire Dept. Email from G. Ricehill, re: Comprehensive Plan Title Commitment Tax Document Mineral Rights Search Covenants - DRAFT Appraisal Property Owners within 200 feet Photos of the Property 0 • • SECTION 1 Application Forms & Documents Application Payment Agreement Form CGS Survey Payment Form Deed Letter(s) of Authorization Chain of Ownership Flow Chart Pre -Application Conference Summary Project Team • Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com MAY 1 8 2017 DIVISIONS OF LAND APPLICATION FORM TYPE OF SUBDIVISION/EXEMPTION Minor Subdivision Major Subdivision O Preliminary Plan Amendment O Final Plat Amendment O Sketch 0 Preliminary 0 Final O Common Interest Community Subdivision Conservation Subdivision ❑ Yield 0 Sketch 0 Preliminary 0 Final ❑ Time Extension O Public/County Road Split Exemption O Rural Land Development Exemption INVOLVED PARTIES Owner/Applicant Name: Western Slope Welding LLC Mailing Address: 388 Mountain Shadows Drive City: Glenwood Spring E-mail: Phone:( 970 ) 433-4333 State: CO Zip Code: 81601 Representative (Authorization Required) Name: David Rasmussen Mailing Address: 826 Highway 133, Suite C Phone: Z36 802 ) fi32677 City: Carbondale E-mail: yurtstead@gmail.com State: CO Zip Code: 81623 PROJECT NAME AND LOCATION Project Name: Mountain Shadow Place Minor Subdivision Assessor's Parcel Number: 2119 - 343 _ 00 - 006 Physical/StreetAddress:TBD Mountain Shadows Drive, Glenwood Springs, CO 81601 Legal Description: Section: 34 Township: 5 Range: 89 TR IN SWSESW Zone District: Residential Urban Property Size (acres): 0.833 Project Description Existing Use: Empty Lot Proposed Use (From Use Table 3-403): Residential Description of Project: Minor subdivision to split the existing single lot into a total of three separate lots with the intention of building one residential building on each lot. An access easement will be created to provide legal access to each lot. Proposed Development Area Land Use Type # of Lots Single Family Duplex Multi -Family Commercial Industrial ..................._..___........._................_.. Open Space Other ._______________................................. Total # of Units 3 Acreage 0.833_ Parking per code 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: Article /-1U/ Section: Section: Article 7-107 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 ofro erty Owner 4/z1/7 Date OFFICIAL USE ONLY File Number:�6,-$5a-J Fee Paid: u • • • Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") David Rasmussen agree as follows: 1. The Applicant has submitted to the County an application for the following Project: Mountain Shadow Place Minor Subdivision on behalf of Western Slope Welding LLC (WSW) 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: David Rasmussen Phone: (802) 236-2677 Billing Contact Address: 826 Highway 133, Suite C City: Carbondale Billing Contact Email: yurtstead@gmail.com State: CO Zip Code: 81623 Printed Name of Person Authorized to Sign: David Rasmussen 4/1 8/1 7 (Signature) (Date) 861077 04/03/2015 09.43:39 AM Page 1 of 2 Jean Albedo°, Garfield County, Colorado Rec Fee. $16.00 Doc Fee: $0.00 eRecorded • <posa j_j, 'tug- 1s-0 -(,)()<0 SPECIAL WARRANTY DEED THIS DEED is dated the day of April, 2015, and Is made between (whether one, or more than one) Mike Klulh the 'Grantor" of the County of Garfield and State of Colorado and Western Slope Welding, LLC, a Colorado limited liability coinpany (whether ono, or more than one}, the 'Grantee", whose legal address is 0388 Mountain Shadow Drive, Glenwood Swings, CO 81601 of the County of Garfield and Stale of Colorado. WITNESS, that the Grantor, for and in consideration of the sum of Ten dollars and other good and valuable consideration ( $10.00 ). the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property, together with any Improvements thereon, located in the County of Garfield and State of Coloiado described as follows, ee Exhibit "A" attached hereto and made a part hereof also known by street address as: TBD mountain Shadow DriVEI, Glenwood Springs, GO 81601 TOGETHER with alt and singular Ihe hereditaments and appurtenances thereto belonging, or in anywise appertaining, Ibe reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand soever of the Grantor, either In taw or equity, of, In and to the above baigained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the antee, and the Granlee'S heirs and assignS forever, The Grantor, for the Grantor and the Grantor's heirs and assigns, does corenant, grant, bargain, and agree that the Grantor shag and will WARRANT THE TITLE AND DEFEND the above described premises, but trot atry adjoining vacated street or a/Iej 1 any, In the quiet and peaceable possession of the Grantee and the heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof, by, through, or kinder the Grantor ex.c/spl and subject lo: 2015 taxes and all subsequent years, restrictions, reservations, covenants, easements and rights-of-way of ecord, if any. IN WITNESS WHEREOF, the Grantor has executed this Deed on the dale set forth above. ( ik Kluth State of Colorado County of Garfield The foregoing instrument was acknowledged before me this11\ "(VIday orApril, 2015 by Mike Kluth NEVADA R. HUNTER NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20144041060 COMIASSION EXPIRES OCTOO€R 22, 2011 Witness my hand and ojficiaJ seaL Notary Public Nevada Hunter My commission expires 10 11-4 tR' •iii6 aNnif $61077 04/03/2015 09:43:39 AM Page 2 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: >$16.00 Doc Fee: $0.00 eRecorded EXHIBIT "A" LEGAL DESCRIPTION A tract of land situated in the SE1/4SW1/4. Section 34, Township 5 South, Range 89 West of the 6th P.M. described as beginning at a point whence the witness comer for the South Quarter corner of said Section 34 bears S. 65°15'46" East a distance of 1,118.085 feet; thence S. 0°06' East parallel to the West line of said SE1/4SW1/4 a distance of 225.39 feet, thence S. 65°05' West a distance of 37.07 feet; thence S. 55°23' W. a distance of 45.75 feet; thence S. 71°42' West a distance of 49.72 feet; thence S. 54°08' West a distance of 37.98 feet; thence N. 0°06' West parallel to the West line of said SE1/4SW1/4 a distance of 265.91 feet; thence N. 77°35' East a distance of 130.89 feet; thence N. 66°24' East a distance of 24.03 feet to the paint of beginning. TOGETHER with an Easement or Right of Way for roadway purposes over and across a tract of land being 30 feet in width and being that amount South of the above described tract of land which Easement or Right of Way is described as follows: Beginning at a point whence the witness corner of the South Quarter corner of Section 34, Township 5 South, Range 89 West of the Sixth Principal Meridian bears S. 65°15'46' East 1,118.085 feet; thence S. 66°24' West 24.03 feet; thence S. 77°35' West, a distance of 130.89 feet; thence N. 0°06' West, a distance of 30.71 feet; thence N. 77°35' East, a distance of 121.40 feet; thence N. 66°24' East, a distance of 3414 feet thence S. 0°06' East; a distance of 32.71 feet to a point of beginning. County of Garfield, State of Colorado • r 1111K!rdi' IN' NtH,Nt,F,Kti4'211111 111NI Nii06 11111 Reception#. 591301 04/14/2017 12:02:53 PM Jean Alberico 1 of 1 Rev Fee:$13.00 Doc Fee 0.00 GARFIELD COUNTY CO Garfield County, STATEMENT OF AUTHORITY Pursuant tp C.R.S. § 8-30-172, the undersigned executes this Statement of Authority on behalf of Vn { r' u4-1/\ , a (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property ('thlc_. (the "Entity"), and stateslL��as follows: The name of the Entity is �.ra}t.�� 6lop6 ii6.1d)to5 -C.., and is formed under the laws of .5---Ptkr. (14. C'( 121 ( O The mailing address for the Entity is (►"1oVmk-p,.../ 0 e_ (9(60c,3QOO S -14-1S Co • S -1%O The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the Entity is M 1KE, The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): Oil C Other matters concerning the manner in which the Entity deals with any interest in real property are (if no other matter, leave this section blank): EXECUTED this r day of log) L Signature: Name (printed): Title (if any): , 20 /7 • STATE 0 F (--.*) rc�o ) 4)SS. COUNTY OF ,,con'.› ) The foregoing instrument was acknowledged before me this 1‘'3\ day of 4-1\ , 20 �7 on behalf of tai l� a AVA by 04-e, RYAN MUSE NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20154008378 My Commission Expires March 2, 2016 Witness my hand and official seal. My commission expires: Mes`c..\\ (Date) [SEAL] LETTER OF AUTHORIZATION Western Slope Welding LLC 388 Mountain Shadows Drive Glenwood Springs, CO 81601 April 18, 2017 Glenn Hartmann Garfield County Community Development Department 108 8th St Suite 401 Glenwood Springs, CO 81601 To Garfield County and the City of Glenwood Springs, I, Mike Kluth, as the managing member of Western Slope Welding LLC, authorize David Rasmussen and/or Kate Schwerin to act on my behalf in any/all procedures necessary to create a sub division and/or land use change on the property known as TBD Mountain Shadows Drive, owned by Western Slope Welding LLC. This includes but is not limited to surveys, permit applications, applications for sub -division and/or land use change, titles, utility inquiries etc etc. • Legal description of TBD Mountain Shadows Drive: Section: 34 Township: 5 Range: 89 TR IN SWSESW Signed: Mike Kluth Signature: Date: P_os,, assay\ • Scanned by CamScanner • • Mountain Shadow Place — Minor Subdivision Chain of Ownership for the Subdivision Application • TBD Mountain Shadow under contract Western Slope Welding LLC & David Rasmussen ., Application for Minor Subdivision Submitted n Denied V Contract Dies Approval 1 Statement of Authority: Mike Kluth of Western Slope Welding LLC (WSW) Letter of Authorization: WSW LLC for David Rasmussen Approval w/comments Approval Record Final Plats A Ei Build on Lot #1, Leave Lot #2 & #3 for later building Transfer ownership for all 3 when building on Lot #1 complete Sub Division Application Record Plats - Build on Lot #1 Land Owner: WSW LLC Land owner: Clayton Homes Building 1==> Lot #1 Complete Lot #2 Lot #3 Building Complete on Lot # 1, all 3 lots sold to Land Owner: David Rasmussen Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-cauntv.com PRE -APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 2119-343-00-006 DATE:11/25/14 (original pre -app) Updated 1/20/16 & 4/11/17 PROJECT: Rasmussen Minor Subdivision CURRENT OWNER: Western Slope Welding LLC CONTACT - FUTURE OWNERS: David Rasmussen & Kate Schwerin PRACTICAL LOCATION: The site is located in West Glenwood outside the City Limits for Glenwood Springs. It is located at the west end of Mountain Shadows Dr., west of property • known as 388 Mountain Shadows Dr. also owned by the Applicant. It is generally located in Section 34, T5S, R89W. TYPE OF APPLICATION: Minor Subdivision ZONING: Residential Urban (RU) I. GENERAL PROJECT DESCRIPTION The potential new property owner is looking to subdivide the site into 3 Tots. The overall site is approximately 0.83 acres in size and is located adjacent to the Western Hills Subdivision but not within the subdivision. The proposed Tots would meet the RU minimum lot size of 7,500 sq.ft. are proposed to be approximately between 0.220 acres and 0.340 acres in size. The concept of developing each lot with a duplex (two family dwelling) and carports has also be presented by the Applicant. The lots will be accessed off Mountain Shadows Dr. by a shared private driveway. Access easements will likely be required and created by the proposed minor subdivision plat. The access roadway/driveway will need to meet the applicable roadway standards including maximum grades and minimum widths. Waivers may need to be requested and the roadway waiver policy is attached. The Applicant was also advised that individual Tots will need to make accommodations for off- street parking in compliance with Code requirements. The Applicant has requested a determination of front yard and side yards to allow for planning to accommodate the setbacks within the RU Zone District. Preliminary indications are that the front and rear setbacks would be taken on the north and south sides of the Tots and adjacent to the • access roadway. Setbacks are from the easement/right-of-way line. This will result in some Tots having three sides subject to front yard and rear yard setbacks of 25 ft. Additional review and meetings on this determination can be requested. The properties are proposed to be served by the City of Glenwood Springs for water and the West Glenwood Sanitation District for sewer service. Water and sewer mains are represented to be existing adjacent to the site and service lines would be extended to each lot. Utility easements may be needed for service lines depending on lot configurations. Additional details on infrastructure services, water, sanitation, electric and access would be beneficial and will be required as part of the Application submittals. Will serve letters from the utility providers will also be required. The Application needs to document plans and timing for constructing required infrastructure to serve each lot and cost estimates are likely to be required along with the potential for subdivision improvements agreements or completion of all infrastructure prior to recording of the minor subdivision plat. Survey discrepancies were discussed with the Applicant along with some encroachments onto the property and survey gaps. While it is anticipated that the Application submittals, and subdivision process/platting may resolve some conflicts/issues, the Applicant should obtain private legal advice on these issues prior to submittal. If the survey gaps are not resolved prior to submittal the Application submittals should not include any areas of survey gaps or unknown ownership including any easements or access alignments. Application submittals and mapping/platting will need to demonstrate that no non -conforming conditions would result from the subdivision. II. COMPREHENSIVE PLAN The property is located in the Urban Growth Area for the City of Glenwood Springs. It is designated as Single Family Residential on the Glenwood Springs Comprehensive Plan mapping. Applicant's Site 1 Excerpt from Comprehensive Plan 2030 Future Land Use Map • • • • • I11. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS The following Sections of the Garfield Land Use and Development Code are applicable to the proposed application: • Section 5-301 Minor Subdivision including Review Criteria • Table 5-103 Common Review Procedures and Required Notice • Section 5-401 and Table 5-401 Submittal Requirements including preliminary engineering reports for Access, Sanitation, Groundwater Drainage, and any preliminary cost estimates. • Section 5-402 Description of Submittal Requirements including Final Plat • Section 4-103 Administrative Review (public notice) • Section 4-203 Description of Submittal Requirements (as applicable) • Provisions of Article 7, Articles 1, 2, 3 and 4, as applicable including site planning and subdivision standards. • Section 4-202, Submittal Waivers and Section 4-118, Waivers from Standards as applicable or needed. IV. SUBMITTAL REQUIREMENTS As a convenience outlined below is a list of additional information typically required for this type of application: • Proof of Ownership (title work, copy of a deed) and information on any lien holders. • If the Applicant is not the owner of the property authorization from the owner to submit the Application and represent them in the review process will be required. • A narrative describing the request and related information. • Names and mailing addresses of properties within 200 ft. of the subject property, including mapping from the Assessor's Office showing ownership. Mineral rights ownership for the subject property including mailing address. The Application needs to include a description of how the mineral rights ownership was researched. • If owner intends to have a representative (Planner or Attorney) a letter of authorization to represent is needed. • A statement of authority (recorded) for the ownership if an LLC or trust is involved. • Copy of the Pre -application Summary needs to be submitted with the Application. • Application Form, Application Fees and signed Payment Agreement Form. • The Proposed Minor Subdivision Plat showing the proposed lot lines, utility easements, and access easements. • Site Plan and related information (some may be shown on the proposed plat) including topography. Site plan information needs to demonstrate feasibility of meeting code requirements including setbacks and off-street parking. Car ports are required to meet setback requirements. • The plat should include improvement location information adequate to confirm that no nonconforming conditions will result from the proposed subdivision. • Vicinity Map including areas within approximately 3 miles. Water Supply and Waste Water Management Plans should include will serve letters from the appropriate entities and information on water/sewer main locations and proposed service line extensions. • Information as applicable to demonstrate compliance with provisions of Article 7 (including provision of utility services, water, sanitation, access, soils, geology, topography, fire protection, and hazard review/mitigation). Application formatting that addresses each section of Article 7 is recommended. • Information on Fire Protection needs to address access requirements) and other potential fire code requirements. • Referral to the Colorado Geological Survey is also required referral fee. • Any draft covenants proposed for the subdivision. • Preliminary Engineering for Roads/Access, Sewer and Water Supply & Distribution, Groundwater Drainage, and preliminary cost estimates. • The Application needs to specifically address the Minor Subdivision Review Criteria contained in Section 5-301(C)(1 - 11) • Waiver requests from submittal requirements or standards need to be included in the submittals and the waiver criteria clearly addressed (Sections 4-118 and 4-202). • The Application will need to address the timing proposed for installation of required infrastructure and utilities. (including turn -around with an additional The Application submittal needs to include 3 hard copies of the entire Application and 1 Digital PDF Copy of the entire Application (on a CD or USB Stick). Both the paper and digital copies should be split into individual sections. Please refer to the pre -application summary for submittal requirements that are appropriate for your Application. • • • • • • V. REVIEW PROCESS The review process shall follow the steps contained in Table 5-103 and Section 4-103 for an Administrative Review including: ➢ Pre -Application meeting ➢ Submittal of Application (3 hard copies & one electronic copy) ➢ Completeness Review ➢ Additional Submittals if determined to be incomplete ➢ Setting a date for the Director's Decision ➢ Referrals of complete application are sent out ➢ Public Notice to Property Owners within 200 ft. and mineral rights owners ➢ Director's Decision ➢ 10 Day Call-up Period ➢ Finalizing the Minor Subdivision Plat and any required conditions ➢ Circulation of the plat for Applicant & Other Signatures ➢ Board of County Commission Signing the plat as a consent agenda item. The Application may be called up for review by the Director and the Board of County Commissioners or the Applicant and any affected Adjacent Property Owner can request a Call -Up for review by the Board in accordance with the procedures and review process contained in Section 4-112. The Minor Subdivision process should be completed prior to submittal of applications for Land Use Change Permits for duplexes on individual lots within the subdivision. This is appropriate based on the potential for refinements to the subdivision and lot layout that would affect the Land Use Change Permit applications and site plans. The Applicant has indicated the potential for future condominiumization of units within the subdivision. This would be subject to compliance with Section 5-306 and the Applicant should consult that Section including minimum lot requirements when planning the minor subdivision. In addition draft covenants may need to address the potential future condominiumization. Public Hearing(s): Referral Agencies: X Directors Decision (with public notice) _ Planning Commission _Board of County Commissioners Board of Adjustment May include but are not limited to: Garfield County Surveyor, Garfield County Road and Bridge Department, Garfield County Consulting Engineer, Garfield County Vegetation Manager, Colorado Geological Survey, Glenwood Springs Fire Protection District, City of Glenwood Springs, West Glenwood Sanitation District. V. APPLICATION REVIEW FEES Planning Review Fees: $400 Referral Agency Fees: $tbd ($600 Colo.Geological Survey - others tbd) Total Deposit: $400 (additional hours are billed at hourly rate of $40.50) General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. The case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review and makes a recommendation of approval, approval with conditions, or denial to the Director of the Community Development Department. 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 and is valid for six months unless an update is requested. Application Submittal — Public Information The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically) for review by the public. Proprietary information can be redacted from documents prior to submittal. Pre -application Summary Prepared by: Glenn Hartmann, Senior Planner Garfield County Community Development Department Date • • • • • • Garfield County Minor Subdivision Review Process (Section 5-301) Step 1; Pre -application Conference • Applicant has 6 months to submit application Step 2: Applieat{on Submittal •10 business days to review • If incomplete, 60 days to remedy deficiencies Step 4: Schedule Decision Date and Provide Notice •Mailed to adjacent property owners within 200 feet and mineral owners at least 15 days prior to decision date .21 day comment period Step 6: Evalution by Director p,7 •Calf -up Period - within 10 days of Director's Decision • Applicant has 1 year to meet any conditions of approval LAND USE AND DEVELOPMENT CODE MINOR SUBDIVISION REVIEW CRITERIA SECTION 5-301 C. Review Criteria. In considering a Minor Subdivision application, the application shall demonstrate the following: 1. It complies with the requirements of the applicable zone district and this Code. 2. It is in general conformance with the Comprehensive Plan. 3. Shows satisfactory evidence of a legal, physical, adequate, and dependable water supply for each lot. 4. Satisfactory evidence of adequate and legal access has been provided. 5. Any necessary easements including, but not limited to, drainage, irrigation, utility, road, and water service have been obtained. 6. The proposed Subdivision has the ability to provide an adequate sewage disposal system. 7. Hazards identified on the property such as, but not limited to, fire, flood, steep slopes, rockfall and poor soils, shall be mitigated, to the extent practicable. 8. Information on the estimated probable construction costs and proposed method of financing for roads, water distribution systems, collection systems, storm drainage facilities and other such utilities have been provided. 9. All taxes applicable to the land have been paid, as certified by the County • Treasurer's Office. 10. All fees, including road impact and school land dedication fees, shall be paid. 11. The Final Plat meets the requirements per section 5-402.F., Final Plat. • • Policy 01-14 Waivers for Roads and Demonstration of Compliance March 3, 2014. Section 7-107, Access and Roadways, of the Garfield County Land Use and Development Code (LUDC) requires all roads to be designed to provide for "adequate and safe access" and reviewed by the designated County Engineer. The LUDC defines "road" as "a County road, State highway, public road, street or alley, or private thoroughfare which affords primary access to abutting property, excluding a driveway accessing a single property." The LUDC defines "private road" as "a right-of-way constructed, established, owned, and maintained by a private party for access exclusively to private property." Many of the roads in Garfield County are private roads in that they are gated and do not serve the general public and they pre-existed the design currently required by the County's Road Standards as defined in Table 7-107. The LUDC allows for the waiver of specific standards provided that the following criteria have been met: 1) an alternative design achieves the intent of the subject standard to the same or better degree and 2) the proposed alternative will impose no greater impacts on adjacent properties than would occur through compliance with the specific standard (Section 4-118). In applications that include roads that do not meet current County road standards as outlined in Table 7-107, the County has asked that Applicants request a waiver of Section 7-107.F, Design Standards, and include in the Application submittal sufficient information, prepared by a professional qualified in the specific discipline, to demonstrate that they meet the criteria outlined in Section 4-118 for granting a waiver. In doing so, the application must include: A Statement of Adequacy - The evaluation of the existing roadway and waiver will need to include a clear statement that finds that the road will be adequate for the proposed use. This statement must be signed by a professional engineer qualified in traffic engineering and licensed by the State of Colorado. To support this evaluation, the following information will be required to be provided: o Geometry of the road — A description of how the private road does/does not meet the design standards in Table 7-107. This should include a chart that compares the private road design to those standards in Table 7-107, as well as a map that shows the existing road design and highlights those areas that deviate from the standards. A narrative may also be helpful in describing the characteristics of the road as they compare to Table 7-107 design standards. Unless available, this is not intended to imply construction - level drawings. Safety/Structural Issues — A description of obvious safety and/or structural issues observed and a statement about how these issues will be addressed. o Maintenance — A description of how the road is and/or will be maintained. This should be supported with the submittal of any existing or proposed maintenance agreements for the road sections. o Travel Demand — An accurate count of the existing peak travel demand as well as the Average Daily Traffic on the road. This should also include the types of vehicles that currently use the road as well as the additional amount and type of traffic that the proposed use will generate through all phases of its development. Other Evidence of Compliance. In addition, Sections 7-107.A, B, C, D, and E are required to be addressed, which includes documentation about legal access. Sufficient evidence will be required to be submitted to demonstrate compliance with these sections of the Code. • • • PROJECT TEAM OWNER/APPLICANT Western Slope Welding LLC Managing Member: Mike Kluth 388 Mountain Shadow Dr Glenwood Springs CO 81601 970-433-4333 REPRESENTITIVE David Rasmussen 826 Highway 133, Suite C Carbondale, CO 81623 802-236-2677 yurtstead@gmail.com COORDINATION Kate Schwerin 826 Highway 133, Suite C Carbondale, CO 81623 303-250-3872 kateschwerin@gmail.com SURVEY & ENGINEER Yancy T. Nichol, P.E. Sopris Engineering, LLC 502 Main Street, Suite A-3 Carbondale, CO 81623 970-703-0311 ynichol@sopriseng.com CONTRACTOR & BUILDER Steve Snyder & Shawn Ruse Clayton Homes #1037 671 23 Road Grand Jct., CO 81505 970-245-9039 steven.snyder@claytonhomes.com shawn.ruse@claytonhomes.com • • • SECTION 2 Plans Vicinity Map(s) County Parcel Map Existing Conditions Site Plan Plat • • VICINITY MAP - VICINITY MAP enwood Springs, CO area Garfield Counj, GO Garfield County COUNTY PARCEL MAP Gar field County Land Explorer Garfield County, Colorado 211934300002 Ar.1 211934310002 211934310003 Mountain Shadow Drive ,11934Y0 Ponderosa Dr Donegan Rd / County Road 130 _ — r Garfield County Land Explorer TBD Mountain Shadow Drive Parcel: 2119-343-00-006 Printed by Web User ^-^ .11 8S 1 inch 188 feet 1 inch = 004 miles 0 0000 0 01, 0 1 Mae, Gar ha Id County Garfield County Colorado unintoarfielfttoonty.sont Colorado Cam Wow nos is • tramparrara Moen.. As Pe. oppow Pe Garield (wow Mars Neefirg thr wry Now, Ms /man It bor wood a., for rereferaepurpmes and Mr Con.. it ..s,.nit fia, inaroonors kr* someMeit 1:0 Copyoght Garfield County, Colorado 160 Rights Ilitsetuot Printed: 4/16/2017 at 1.35.35 PM • GA2017 \ 17076 \ CIVMOVIL OWGS \ OE \ 17076 DESIGN.OWS - 8/25/2016 106 • • 4 1"6.06TtairBet. Mitior,50 '5111, Cir) 0 MOUNTAIN SHADOW SUBDIVISION GARFIELD COUNTY, COLORADO COVER SHEET REVIEW ONLY NO. REVISION BY DATE AO 3 133HS lVld 1VNIA X3ONI NVld 11A10 -o m 0 mz0 0) m 0 z (/) M 0 (/) Zz -< 0 0 m CCI) Om Wm > ° 73 —I —4l- 0:90 F-1 z w ° c121 Z > CCI) om mcnz -a 0 0 1— 0 0 z m co CO m 0 -n m cs) MOCIVHS NIVINI1101A1 S OPRIS E NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX. (970)-704-0313 INITIALS DATE DESIGNED BY DRAWN BY CHECKED BY • • • o5 oa 28 a m- 3.'o \' 1g a O� n 3 m 'I ,� r N` F I 22 s I I \ I I LL n qii ;I $2« j� G I, ..1G kqai ` 'E 26591" Boo g W �� 1y� \ �t '• I 1 Pc 1\ `` Dry a, s0 X 31 E '' 225 a1 ,t %\ '- �•., Gd' peet�iee klUlb Ml ub&Y✓ t rtRllliSub Z nm 5 _ >> m U \ / is \ / tib // L \•\\ /, \ r 11 ""i z \\\ G N Pi � / • Cts ig£ mgi df gRX 5 $o zoo SxS C s / j /. x44�� b..',,.` �;.... \\\ a Ci \ `rw \.\ \1 K €CX) \ \ e r F -::> \ I I , o T S m a ^ i 1 £ 1 72 n m a m I G O`I TO -11 m ° Z <A n A m a A m m o a n n n IIo g y m c, a t CD I 1 n `~` Z II CS Z o j i I Z 1111 Ln I m I 1 ° 1 SHEET C2 2 z ° ° m 5' MOUNTAIN SHADOWS SUBDIVISON GARFIELD COUNTY, COLORADO REVISION BY DATE S ORRIS E NGINEERING, LLC. INITIALS DATE DESIGNED BY 1 CIVIL CONSULTANTS I MAIN LS C0B1623 (970)704-0311 FAX (970)-704-0313 FA DRAWN BY EXISTING CONDITIONSCA502 CHECKED BY REVIEW ONLY CHALET VILLAGE Na. 2 R0'C. No. 243754 CHALET VILLAGE No. 1 C. ND. 238022 STARR REC. Na 643807 WES KLUTH LOT 10. BLOCK 1, WESTERN HiLi5 SUE ADJOINING PROPERTY LINE VIDAKOV!CH REC:. Na 771083 -LESS REC. No. 428389 SET 12.00 WITNESS CORNER (TRUE CORNER FALLS IN 0 1 - 25' SEWER EASEMENT 0088448 Note \ REC. N;7. 4.58125 N:47133.68l E: 6602.4344 Note N: 47149.2878 1:6649.6421 Note PROPERTY UNE N: 47175.2723 E: 6687.2966 CE7TNER REC No. 732788 Note 8:4723 E: 6721.4421,4428 EP� CRAY LOT 3, BLOCK 1, WESTERN 81225 0006485 LOT 2, 8100K 3, WESTERN HILLS SUB. GRAPHIC SCALE 20 40 BO ( IN FEET ) 1 inch = 20 ft. UTILITY NOTES: I. THE LOCATIONS OF UNDERGROUND UTI UTIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. R 15 THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD. SWILL SE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. THE CONTRACTOR SHALL CONTAIN HIS/HER CONSTRUCTION OPERATORS TO WITHIN THE PROPERTY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE PRIVATE OWNER. 4. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE OWNER OR REPRESENTATIVES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. SHALLOW UTILITY LINEW ORK MUST BE COORDINATED WITH THE U0LITY PROVIDER. THE UTILITY P80810E819 TO PERFORM ALL UTIUTY LINEWORK NECESSARY. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING AND BACKFILL NECESSARY FOR UNEWIJRK. 8. THE EXISTING IRRIGATION DITCH PIPE TO BE EXTENDED AS NOTE0 ON THE PLAN. IRRIGATION PIPING IS SUBJECT TO THE DITCH COMPANY APPROVAL. PROPOSED LEGEND PROPOSED SEWER SERVICE — - — - — - — PROPOSED WATER SERVICE PROPOSED STORM SEWER mclegaimmime PROPOSED IRRIGATION PIPE PROPOSED STORM INLET W PROPOSED CURB STOP PROPOSED GAS METERNALVE m PROPOSED ELECTRIC TRANSFORMER S PROPOSED ELECTRIC METER 0 PROPOSED TELEPHONE PEDESTAL PROPOSED CAN PEDESTAL PROPOSED SEWER CLEANOUT PROPOSED LIGHT POLE PROPOSED SIGN PROPOSED BUILDING ENVELOPE AREA 1 PROPOSED EMERGENCY ACCESS {, I PROPOSED UTILITY EASEMENT EXISTING LEGEND N+ ----+'M ----- EXISTING WATER MAIN e-----z,a ---- EXISTING SANITARY SEWER MAIN --- ✓-------�h�------ EXISTING OVERHEAD ELECTRIC Wel SMS1 TR MEM EXISTING IRRIGATOR PIPE EXISTING EASEMENT R=KEI8 6VEREI EXISTING PROPERTY UNE ....... .................... A ....._.._..__ EXISTING WIRE FENCE Tom= z=rsl=z'ti.*_� EXISTING ROCK WALL EXISTING SEWER MANHOLE Fy EXISTING UTILITY MANHOLE EXISTING GW WIRE EXISTING POWER POLE EXISTING FIRE HYDRANT 28 EXISTING WATER VALVE EXISTING CURB STOP EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CAN PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN MINOR SUBDIVISION DOCUMENT Know mars below. CaII before you dig. CKL ESS DAYS IN ADVANCE BUtuE1YCU PDGRADE, DR EXCAVATE 0 O CHECKED BY L) (.6 Lu 00 Z_ C7 Z W 00 CL O N N 1- 7 0 U 0 O MOUNTAIN SHADOW SUBDIVISON GARFIELD COUNTY, COLORADO REVIEW ONLY DATE: 05-17-17 JOB NO. 17076.01 SHEET C3 I 578210 REG. No. 6488.07 ate 47415.1078 6720.8188 BP: Note N: 47377.3436 ADJOINING PROPERTY LINE 428389 KL L0710, BLOCK 1, 4 97.94' Note 2:67189.7023 E: 6721.4428 Note N: 47175.2723 E: 6687.2966 SET 12.00' WITNESS CORNER (TRUE CORNER FALLS IN Note N:2878 6045.6 E: 6649.6421 CENT:NER REC. N0. 7.12788 DORM:AN REL:. No. 458125 Note 2:0]133.6828, E: 6602.4344 + 0(192, BLOC! GRAPHIC SCALE 10 20 485 L07: (IN FEET ) 1 inch = 20 ft. 5820 5810 5800 5790 GRADING NOTES: 1. THE EXISTING CONTOUR INTERVAL IS ONE (2) FOOT(DASHED) FROM A SURVEY PERFORMED BY SOPRIS ENGINEERING. 2. THE PROPOSED CONTOUR INTERVAL IS ONE 91) FOOT. THE PROPOSED GRADING SHOWN IS FOR THE ACCESS ROAD INFRASTRUCTURE ONLY. FINAL ON LOT PARKING AND BUILDNG GRADING DESIGN WILL BE PERFORMED FOR EACH BUILDING PERMIT SUBMITTAL 3 THE PROPOSED STORM PIPE AND DETENTION SYSTEM IS SHOWN FOR SIZING AND SITE LAYOUT PURPOSES ONLY. THE FINAL STORM INFRASTRUCTURE WILL BE DETAILED ON THE CONSTRUCTION DRAWINGS. PVI STA:1+95.36 PVIE110: 5797.13 3.48 J. BEGIN ROAD AT EXISTING EDGL OF ASPHALT BEGINNING OF HORIZONTAL END OF HORIZONTAL CURVE i7 STA 0+59.]0 CURVE STA:1+10.76 m LOW PT. 5TA:203.19 P 4 LOW PT FLEW SA].62 R m w m 8-8.0096 _ 5820 — -�— \ FXISTIN0 GRADE --- — — — — -- -- PROPOSE09MBE .m�_ 58 10 58W — — 1-. P 5790 0+00 2:1 SLOPE MAX. FM.) EXISTING GRADE 0+50 EXISTING GRADE 1+00 PROPOSED GRADE 1+50 CENTERLINE OF ROAD PROFILE SULE VERTCA21- = 20' MOM: 1' = 20' 10.0' PROPOSED GRADE SHOULDER 8.0' SLOPE 8 2% 40.0' R.O.W. 2+00 2+SO CONTRACTOR TO SCARIFY AND RECOMPACT 8- OF SUOGRADE TO 95% STANDARD PROCTOR 9- OF CLASS 6 AGGREGATE BASE COURSE; COMPACT TO 95% STANDARD PROCTOR TYPICAL ROAD SECTION 2:1 SLOPE MAUL 979.) 2+93 SPOT ELEVATION LEGEND BOW = BOTTOM OF WALL EDA= 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 DRAINAGE DIRECTIONISLOPE SPOT ELEVATION 100:00.X3' EXAMPLE: TOP OF CONCRETE 8 790088 = _4K—'70C:7900.00' PROPOSED LEGEND PROPOSED CONTOUR — - — 7900— - - PROPOSED CONTOUR INTERVAL PROPOSED STORM SEWER MI.FM MI -.M PROPOSED IRRIGATION PIPE = PROPOSED STORM INLET EXISTING LEGEND -- -- - - -- -- -- -- EXISTING CONTOUR -- -- — EXISTING CONTOUR INTERVAL # EXISTING IRRIGATION PIPE — - — — - -- — — — EXISTING EASEMENT AZIMM S IA MAMA= EXISTING PROPERTY UNE - c ---- EXISTING WIRE FENCE EXISTING ROCK WALL EXISTING ASPHALT MINK. SUBDIVISION DOCUMENT Know whaPs below. Call before you dig. UNBER UTILITIES 17 O LY 0 MOUNTAIN SHADOW SUBDIVISON GARFIELD COUNTY, COLORADO DRAINAGE & GRADING PLAN REVIEW ONLY DATE: 05-17-17 JOB NO. 17076.01 SHEET C4 03 150.00' CHALET VILLAGE Na 2 REC ND.243754 SMH RIM =5821.26' INV IN6'(N)-5815.86' INV IN 6' PVC (W). 5816.09' INV OUT 8' (8). 5815.63' CHALET V)LLBGE NO. 1 REC Na 238074 CONTRACTOR TO COOR0INATEWI,T11 BLACK HILLS ENERGY AND 201E00 0AS, SERVICE TO LOTS 1,2, AND 3. -. Nae N: 47377.3436 E. 6570.9168 \PROPOSED WATER SERVICE FOR LOT I. MARK END OF SERVICE WITH T -POST (PAINTED BLUE) ADIOINING PROPERTY UNE V!DAKOVICH REC. 80. 277003-).E5S RLC. No. 4283.99 v 150.00' STARR REC. Na 643837 CONTRACTOR TO LOCATE EXISTING WATER MAIN. VERIFY SIZE DEPTH AND LOCATION. INSTALL 8 X4X 4 INCH TEE WITH CURB STOP. ETI4f4�RANT I' �XISNGEote � 44 '''5----- t - / .47415.1078 w - OVPISPN P wF4�� / ,wA / E: 6720.8188 M 6/ '�j _--- r.....5 ... xseS ------ / / / / p89) / W _.8 ACCESS EASMENT GAS OT YN"G SEWER SQRVICE W)050)3. ED SE W SLAVIC( AXED VJi (PAINE PROPOSED 5f CAPPED AN CONTRACTOR TO LOCATE EXLSTIN SEWER MAIN, INSTALL 4' SADDLE TAP AN CONTINUE 4" SERVICE UNE TO LOT SE1 '12.00' WITNESS CORNER (TRUE CORNER FALLS INIDFC.I) N 47111.4346 6571.6530 SERVICE M RKED 'AN (PAIN V DORMAN Note REC. NO. 458125 N:47833.6828\ E: 6602.4344 ', N: 47149.2878 E: 6649.6421 EXLSNH4 STOP Note PROPERTY UNE N: 47175.2723 E: 6687.29. CONTRACTOR 10 LOCATE EXISTING SEWER MAIN, INSTALL 4' SADDLE TAP CONTINUE 4' SERVICE UNE TO LOT 2. CENTNER REC. No. 732703 WES- 855TH LOT 10. 8507K2, WESTERN 51i5i5 SUB. LECTRICAL00 TSPRRANSINFORMEER PER AND TRIC0GS EE AND TELEPHONE PEDESTAL PROPOSED WATER SERVICE FOR LOT 3. MARK END OE SERVICE WITH T -POST (PAINT BLUE) ROPOSED WATER SERVICE FOR 01 2. MARK END OF SERVICE WITH POST (PAINTED BLUE) PIPE oE` Note N: 47189.7023 E: 6721.4428 0(030 ELECTRICAL SERVICE MP) GRAY 2073, BLOCK 1, WESTERN HILLS COOMBS LOT 2; 81.07K 1, WESTERN H)555 SUB. GRAPHIC SCALE 40 ( IN FEET ) 1 inch = 20 ft. UTILITY NOTES: 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS. OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES. AS SHOWN. MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPEOAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 3. THE CONTRACTOR SHALL CONTAIN HIS/HER CONSTRUCTION OPERATIONS TO WITHIN THE PROPERTY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE PRIVATE OWNER. 4. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE OWNER OR REPRESENTATIVES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. SHALLOWUTILITY LINEWORK MUST BE COORDINATED WITH THE UTILITY PROVIDER. THE UTILITY PROVIDER IS TO PERFORM ALL UTILITY LINEW O8K NECESSARY. CONTRACTOR TO PROVIDE ALL TRENCHING. BEDDING AND BACKFILL NECESSARY FOR UNEWIORK. 6. THE EXISTING IRRIGATION DITCH PIPE TO BE EXTENDED AS NOTED ON THE PLAN. IRRIGATION PIPING IS SUBJECT TO THE DITCH COMPANY APPROVAL. SHEET INDEX: 1. SHEET - 01 SITE AND UTILITY PLAN 2. SHEET -C2 ........................ -GRADING AND DRAINAGE PLAN PROPOSED LEGEND ROPOSED SEWER SERVICE ROPOSED WATER SERVICE ROPOSED STORM SEWER ROPOSED IRRIGATION PIPE ROPOSED STORM INLET ROPOSED CURB STOP PROPOSED GAS METER/VALVE PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC METER PROPOSED TELEPHONE PEDESTAL PROPOSED CAN PEDESTAL PROPOSED SEWER CLEANOUT PROPOSED LIGHT POLE PROPOSED SIGN PROPOSED BUILDING ENVELOPE AREA \, II PROPOSED EMERGENCY ACCESS - \ \\ V PROPOSED UTILITY EASEMENT EXISTING LEGEND ---- EXISTING WATER MAIN --- EXISTING SANITARY SEWER MAIN ---- ----- EXISTING OVERHEAD ELECTRIC EXISTING IRRIGATION PIPE - - - EXISTING EASEMENT IMMISAMMW ■WiSIMRSESII EXISTING PROPERTY UNE r - --------(�------- EXISTING WIRE FENCE EXISTING ROCK WALL EXISTING SEWER MANHOLE CP EXISTING UTILITY MANHOLE '`- EXISTING GUY WIRE EXISTING POWER POLE N1 EXISTING FIRE HYDRANT 5- D C D O EXISTING WATER VALVE EXISTING CURB STOP EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CAN PEDESTAL EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING SIGN MINOR SUBDIVISION DOCUMENT Know what's below. Call before you dig. CALI. R-BLISNESS OATS DI BEFORE YOU DO. Fox rwVANCE o ADE, OR EXCAVATE 5 z 0 N CIVIL CONSULTANTS 1 z MOUNTAIN SHADOW SUBDIVISON GARFIELD COUNTY, COLORADO UTILITY PLAN REVIEW ONLY DATE: 05-17-17 JOB NO. 17076.01 SHEET C5 • 0:po1,,17076 rnn\CML DwG,.E\vo76 -ansno16,:.6 PM • (BASIS OF BEARINGS) WEST LINE SEXSWX-SECTION 34 ry rrl (/1 C/1 41 m 2 10 9LOL l 'ON El Or MOUNTAIN SHADOW SUBDIVISON GARFIELD COUNTY, COLORADO N0. REVISION BY DATE FIRE TRUCK TURNAROUND REVIEW ONLY S OP RIS E NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970)704-0311 FAX. (970)-704-0313 INITIALS DATE DESIGNED BY DRAWN BY CHECKED BY Certificate of Dedication and Ownership The undersigned David Rasmussen, being sole Owner in fee simple of all that real property situated in Garfield County, described as follows: A parcel of land situated in the SEXSWX of Section 34, Township 5 South, Range 89 West of the 6th Principal Meridian, Garfield County, Colorado. All bearings contained herein being relative to a bearing of N00°09'31`W along the West Line of the SEXSWX of said Section 34, Township 5 South, Range 89 West of the 6th Principal and being between the Southeast corner of the Mitchell Creek Project Filing No. 1 Subdivision, a found rebar with cap, LS. No. 14100 and the Northwest Corner of Chalet Village No. 3 being a found rebar with cap, LS. No. Illegible. Said parcel of Land being more particularly described as follows: Commencing at the Witness Corner to the 5X Comer of Section 34 of said Township and Range, being a found rebar with cap, LS. No. Illegible (True SX, a boat nail in Donegan Road bears 500°09'31"E, 25.181 thence N65"15'19"W, a distance of 1118.22 feet to a point on the easterN line of a parcel of land described in Book 329 at Page 558 of the Garfield County records, the True Point of Beginning; thence along the exterior of said parcel of land described in Book 329 at Page 558 the following six (6) courses: 1) thence 500'09'31"E, a distance of 225.41 feet; 2) thence S67"05'29"W a distance of 37.07 feet; 3) thence S55"23'29"W, a distance of 45.75 feet; 4) thence 571'42'29"W, a distance of 49.72 feet; 5) thence S54"08'29"W, a distance of 37.98 feet; 6) thence N00"09'31"W along the westerN line of said parcel of land described in Book 329 at Page 558 and also being the same as the easterly line of a parcel of land described in Reception No. 271083 and also being the easterly line of Chalet Village No. 1, recorded as Reception No. 238074, a distance of 265.91 feet to a point on the southerly line of Mountain Shadows Drive as reserved in Book 359 at Page 578 of the Garfield County records; thence along said southerly line of Mountain Shadows Drive the following two (2) courses: 1) thence N77°35'29"E, a distance of 130.89 feet; 2) thence 866'24'29"E, a distance of 24.08 feet to the True Point of Beginning. Said parcel of land containing, 0.833 acres, more or less. Said owner has caused the described real property to be surveyed, laid out, platted and subdivided into lots and blocks as shown on this Final Plat under the name and style of MOUNTAIN SHADOW SUBDIVISION, a subdivision in the County of Garfield. The Owner does hereby dedicate and set apart to the public those portions of land labeled as utility easements on the accompanying Plat as perpetual easements for the installation and maintenance of utilities, irrigation and drainage facilities including, but not limited to, electric lines, gas lines and telephone lines, together with the right to trim interfering trees and brush, with perpetual right of ingress and egress for installation and maintenance of such lines. Such easement and rights shall be utilized in a reasonable and prudent. manner. Note: R is mutually understood and agreed that the access road easement as shown is private and is for ingress, egress and emergency access. The owners of or their successors and/or assigns are responsible for the maintenance, upkeep and snow removal with respect for this easement, any driveways or parking areas. The maintenance and additional uses are outlined in an Agreement Recorded as Reception No. of the Garfield County, Colorado records. There are no Protective Covenants filed for this Minor Subdivision. EXECUTED this _ day of _A.D., 20_. Owner Address: STATE OF COLORADO ) Ss COUNTY OF GARFIELD ) By David Rasmussen The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of A.O., 2017, My commission expires: Witness my hand and official seal. Notary Public Title Certificate an attorney licensed to practice law in the State of Colorado, or agent authorized by a title insurance company, do hereby certify that I have examined the Title to all lands shown upon this Plat and that Title to such lands is vested in free and clear of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of record affecting the real property in this Plat), except as follows: DATED this day of A.D. 20 . TITLE COMPANY: Agent OR Attorney Colorado Attorney Registration No. Lienholder Consent and Subordination (Exception Needed in Title Certificate) The undersigned, being the Beneficiary under a Deed of Trust granted by the Owner(s) upon the real property platted and divided as shown upon the within Subdivision [Exemption] Plat, certifies that the undersigned has reviewed the MOUNTAIN SHADOW SUBDIVISION Plat and by this certification hereby consents to said Subdivision Plat and to the recording thereof. Beneficiary further consents to said Subdivision Plat as stated in the certificate of dedication and ownership executed by the Owner hereon, and hereby subordinates any interest that Beneficiary may have in and to the property subject to such dedication, to the entity or the general public to which such dedication is made. EXECUTED this day of A.D. 20 . Lienholder STATE OF COLORADO) ss COUNTY OF GARFIELD ) The foregoing Lienholder Consent and Subordination was acknowledged before me this day of A.D. 20 . By My commission expires: Witness my hand and official seal. Notary Public NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION EASED UPON ANY DEFECT IN THIS SURVEY AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT WITHIN ANY ACTION BASED WON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. FINAL PLAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SE/4SW1/4 of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M, COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 10f 2 MITCHELL CREEK PROJECT FILING NO. 1 5 Fria Bent Reba, for N _ NE for. Chalet Village o. 3 End. Rent Rebar for W Cor. Chalet Village No. 3 On 'o Line O 150.00' -e- Line Para. 150.00' EHLER5 EHLER5 CHALET End. Bent Reber for wL1AGE NO NW Cor. Chalet Village No. 2 \ s. en' 6 Line MOUNTAIN SHADOW SUB. 001E3 VILLAGE NO CHALET End. Bent Rebar for SW Cor. Chalet Village No.]VILLAGE NO at Base of Retaining Wall -� (1.05'East of Line) Fnd. Rebar w/Cap'L5.14100 50 Corner Mitchell Creek Project No. 1 On %e Line 5 R el to West Line SEXSWX f Line Parallel to West Line SESSW% c 3 w0Ax0VICH " FENTNER \ 00 N89 SO SW Corner Section 30 End. U.S. GLO Brass 00-1926 NORTH 1314.12' MONUMENT LEGEND SECTION CONTROL MONUMENT O INDICATES FOUND MONUMENT, AS SHOWN ORIGINAL PARENT DEED MINOR to COTO 8x.329 -PG. 558 Fnd. No. 5 Rebar Western Hills Sub. LOT End. Npis Rebar WESTERN HILLS SUB. -:ZYeFtemHiNsiaP-_________._._.._._._ l 'aoemiriepnl1LR0Mino4Sub.. e 1120500. OT9 Fnd. Rebar w/Cap=L5. 7972 , Western Hills Suh. tOTJ\ F,W,NR. 5 Rebar Western Hills Sub. LOT2 LOT I F jr Witness Cor. to 534 Comer Sec 34 192 , End. Rebar w/Cap-L5. R Illegible Midpoint 5W Cor Sec. 34 to 53i Comer Sec 34. (Nothing Found) 889.50''41'E 1314.12' 800'0931"W 25.18' 534 Comer Section 34 End. Boat Nail in Asphalt NOTES 1) Date of Survey: June 29July24. 2015. Updated April 17, 2017. 2) Date of Preparation: April, 2017. 3) Linear Units: The linear unit used in the preparation of this plat is the U.S. Survey Foot as defined by the United States Department of Commerce, National Institute of Standards and Technology. 4) Basis of Bearing: Bearings are based on a bearing of N00°09'31" W between a found rebar with cap marked L.S. 14100 representing the the Southeasterly corner of The Mitchell Creek Project Filing No. 1 Subdivision and a found rebar with cap, L.S. No. Illegible representing the Northwesterly Comer of Chalet Village No. 3. Points being called for being on the historic position of the West Line of the SE'/.SW/, Section 34, Township 5 South, Range 89 West of the 6th P.M. 5) This survey does not constitute a title search by Sopris Engineering. LLC (SE) to determine ownership or easements of record. For all information regarding easements, rights of way and/or title of record, SE relied upon the Title Policy prepared by Stewart Title Guaranty Company of - Glenwood Springs. Policy No. 0-9301-002872788, dated November 14, 2014. In addition this survey utilized the documents and plats as shown in the Source Documents, hereon. 6) The East and West boundary lines of the subdivision boundary have been derived by following the intent of the parenting deed. The deed states that these lines are parallel to and 150' end 300' respectively from the the West line of the SE'/.SW'/. of Section 34. This creates a gap of 6.94' between the easterly boundary of the Kluth Minor Subdivision and the westerly boundary of Westem Hills Subdivision as configured by the found monuments. SURVEY CONTROL MAP SCALE: 1" = 200' SOURCE DOCUMENTS: PLAT -U.S. GLO Plat Extension Survey, Township 5 South, Range 89 West, 6th P.M. as accepted by the U.S. Supervisor of Surveys on Dec. 2, 1930. PLAT -Chalet Village No. 1, Rec. No. 238074. PLAT -Chalet Village No. 2, Rec. No. 243754. PLAT -Chalet Village No. 3, Rec. No. 244652. PLAT -The Mitchell Creek Project Filing No. 1, Rec. No. 335063. PLAT -Western Hills Subdivision, Rec. No. 203826. DOCUMENT-Rec No. 861077. DOCUMENT -Bk. 329 -Pg. 558-Rec. No. 210934. DOCUMENT -Bk. 359 -Pg. 578-Rec. No. 226479. DOCUMENT -Bk. 310 -Pg. 352-Rec. No. 202471. DOCUMENT -Bk. 493 -Pg. 34-Rec. No. 276622. DOCUMENT -Bk. 482 -Pg. 619-Rec. No. 732788. DOCUMENT -Bk. 890 -Pg. 006-Rec. No. 458125. DOCUMENT-Rec. No. 637681. DOCUMENT-Rec. No.476806. DOCUMENT-Rec. No. 447783. DOCUMENT-Rec. No. 271083. DOCUMENT-Rec. No. 428389. DOCUMENT-Rec. No. 648807. SURVEY -High Country Engineering, LLC Improvement Survey Plat, Project No. 2141769.00 dated November 1, 2014. ALL OF THE THE GARFIELD COUNTY, COLORADO RECORDS. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM VICINITY MAP SCALE: 1" = 500' County Surveyor's Certificate Approved for content and form only and not the accuracy of surveys, calculations or drafting, pursuant to C.R.S. § 38-51-101 and 102, et seq. DATED this _ day of SAO., 20_. Garfield County' Surveyor By Deputy Certificate of Tazes Paid I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable as of ' upon all parcels of real estate described on this Plat are paid in full. DATEDthis__day of A.D. 20. Treasurer of Garfield County Surveyor's Certificate I, Mark 5. Beckler, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, that this Plat is a true, correct and complete Plat of the Mountain Shadow Subdivision, as laid out, platted, dedicated and shown hereon, that such Plat was made from an accurate survey of said property by me, or under my supervision, and correctly shows the location and dimensions of the lots, easements and streets of as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In witness whereof, I have set my hand and seal this day of A.D. 20 . Mark 5. Beckler, Colorado Professional Land Surveyor No. 28643 Clerk and Recorder's Certificate This Plat was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado at _o'clock on this day of 20 and is duly recorded as Reception No. Clerk and Recorder By Deputy x 5/17/1017 -17078 AC Rl,b-ea10111707B1sunoFY1t707r.Bl,<a.g 116555(5551515060RS7 i'51N0 No. 1.SUBD1VIS1ON RE7. No. 335064 NOTICE, ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACDON BASED UPON 0.141 DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OE CERTIFICATION SHOWN HEREON. Fnd Bent Rebar (Bears 554'16'0 030' 150.00' FINAL PLAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SEXISM of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 2 OF 2 CHALET VILLAGE No. 2 REC. No. 243754 150.00' STARR REC. No. 648807 I � W DRIVE OUNTAI NSHADO CounRoad) MOUNTAIN (Garfield (Bk. 578) 130.89 T• 35 29 CHALET V(LLA8E No. 1 REC. No.2381374 LOT1 LLO WOAKOVICH REC. No. 2710831E55 REC. No. 428385 LAND USE SUMMARY: LOT 1 = 0.273 Acres± LOT 2 = 0.220 Acrest LOT 3 = 0.340 Acrest TOTAL = 0.833 Acres± ACCESS, INGRESS, EGRESS, EMERGENCY & UTILITY EASEMENT AREAS AREA = 0.35 Acrest fi5 Y-1 .14 SS 49. SET 12.00' WITNESS CORNER (TRUE CORNER FALLS INDITCH) Sa ° DORMAN REC. No- 458125 5, CENTNER REC. No. 732788 SOPRIS ENGINEERING — LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM Z WESTERN HILLS SUBDIVISION (4% 15(07± LOT 10, STOCK 1, WESTERN FULLS SUE. Fnd. Reberw/Cap 55.7972 GRAY (053, &OCX 1, WESTERN /15(S SUR 7005485 LOT 2, 8(0701, WESTERN HILLS SUB. NOTE: Witness Corner to5%Cor.-Sec.34 Fnd. Reba,.ww/Cay.L.S. #Illegible (Bears N00'09'31"W 25.18' of True Comer'. being a found Boat Nail in AspbalFOonegan Rd.) INDICATES INGRESS, EGRESS, EMERGENCY& UTILITY EASEMENT INDICATES SEWER EASEMENT INDICATES BUILDABLE AREA UTILITY EASEMENT OVERLAPS INGRESS -EGRESS -EMERGENCY EASEMENT TO ALLOW INSTALLATION WITHIN. MONUMENT LEGEND • SECTION CONTROL MONUMENT O INDICATES FOUND MONUMENT, AS SHOWN ® INDICATES SET No. 5 REBAR WITH PLASTIC CAP MONUMENT -LS. 28643 NORTH GRAPHIC SCALE 0 10 20 SO ( IN FEET ) l inch= 20 ft. U.S. SURVEY FEET 5/17/1017 - 1707600N/RJ -611017\17076\SURVEh17071'7b5.d, g • SECTION 3 Engineering Documents Waiver Requests Master Drainage Report Soil Info • • • May 17,20171 David Rasmussen 826 Suite C Hwy 133 Carbondale, CO 81623 ROAD WAIVER REQUESTS Re: Road Waiver for Mountain Shadows Subdivision and Existing Mountain Shadow Drive Road SE Job #17076.01 Dear David, Following Policy 01-14, Sopris Engineering has reviewed the Roadway Standards for the proposed internal road, for Mountain Shadows Subdivision. The proposed subdivision will contain 3 Tots, each with a final build out of a single family home. The current lot is currently accessible by Mountain Shadow Drive, and can serve a single family residence. The subdivision is proposing a new internal road off of the existing Mountain Shadow Drive. The Institute of Transportation Engineers, (ite), Trip Generation 71h Edition states that a single family home has an Average Daily trip of 9.57 per unit. The total number of units for the proposed subdivision is 3, resulting in 29 ADTs. This puts the internal road in the Semi Primitive Category of Table 7-107: Roadway Standards. The proposed road meets all the standards expect for the minimum 50' radius. The Glenwood Fire Department has required certain standards for the pumper truck to access the site. The maximum grade allowed by the fire department is 10% and 8% in the curves of the roadway. We have complied with this standard. We have also performed and auto -turn with the dimensions of the Fire Department Pumper Truck, the proposed radiuses are adequate to allow the fire truck to enter and exit the site. Please refer to the attached plan set of the subdivision submittal that illustrates the results stated above. We also request that the county approve the road Right of Way width for the existing Shadow Mountain Drive. The existing road currently has 154 ADTs, putting Mountain Shadows Drive into the Rural Access, design standards category of Table 7-107 of the Garfield County Land Use Code, Article 6. With the addition of the new subdivision and a proposed increase of 20 ADTs, the average daily trips do not increase the road to next category of the Table 7-107. Currently the roadway meets all the designs standards of the county, but the minimum Right -of -Way width. The existing road is platted with a Right of Way of 30'. This has functioned for many years as is and has been adequate for the usage and safety of the roadway. Since the proposed subdivision is not increasing the usage in the next category, being a Secondary Access, we request the county approve the road ROW adequate as is for road maintenance and safety as it has been in the past. If you have any questions or n e', ;,;; ; !information, please call. Sincerely, SOPRIS ENGINEERING, L Yancy Nichol, PE, Principl 502 Main Street • Suite A3�L'nrale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENCINEERINC • LLC civil consultants • • • County Standards for Roads Vs. Existing and Proposed Roads ADT = 9.57 per resdence 15 homes in challet village (143.55 ADT) + 3 proposed lots in subdivision (28.71 ADT) = 18 residences X 9.57 = 172.26 County- Rural Access Road Access Easement County - Semi Primitive Road Proposed Internal Roadway ADT 101-200 172.26 21-100 28.71 (3 SFR) Min ROW Width 50' 30' 40' 40' Lane Width 11' 11' 10' 8' Shoulder Width 4' 0 2' 2' Ditch Width 6' n/a 4' n/a Cross Slope 3% n/a 3% 2-3% Shoulder Slope 5% n/a 5% 2-5% Minumum Radius' 80' 0 50' 25' Max Grade 12% 5% 12% 10% Surface Gravel Gravel Gravel Gravel • • Master Drainage Report for Mountain Shadow Subdivision Mountain Shadow Drive, West Glenwood Garfield County, Colorado Prepared for: David Rausmussen 826 Suite C Hwy 133 Carbondale, CO 81623 Prepared by: Sopris Engineering, LLC 502 Main Street Suite A3 Carbondale, Colorado 81623 SE Project Number: 17076.01 May 17, 2017 otoxtrzot4 0• R E cr 2b377 • u //,,?4<Yc4' 1,, 1.„, • • • " •!,4 ,"ioNAk_ '4.4)))17pcpcifOP SOPRIS ENGINEERING * LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 Drainage Report— Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page 12 Table of Contents I. Introduction A. Project Overview B. Project Location C. Site Description I1. Analysis Methods and Assumptions III. Drainage System Description A. Existing Drainage Conditions B. Proposed Drainage System Description IV. Storm Water Detention A. Storm Water Detention B. Drainage Facility Maintenance V. Conclusions VI. References Appendix A Appendix B Appendix C Exhibit 1 Exhibit 2 Appendices Existing Drainage Calculations Developed Drainage Calculations NRCS Soils Map Exhibits Existing Drainage Basin Map Developed Drainage Basin Map SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 • • Drainage Report— Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page 3 1. Introduction A. Project Overview This drainage report has been prepared as a part of the proposed minor subdivision on Mountain Shadow Drive just west of 388 Mountain Shadow Drive. This proposed minor subdivision is currently known as the Mountain Shadow Subdivision. The purpose of this report is to design and quantify the necessary storm drainage improvements associated with the site improvements. This report presents our findings and recommendations for stormwater mitigation associated with the site improvements of the project. Our evaluation and studies are based on Section 7-204 of Garfield County Land Use and Development Code, related to Drainage, storm water run-off and erosion control. The project consists of the subdivision of vacant land into three residential lots, with access and utility improvements. Sopris Engineering, LLC (SE) has analyzed the project's development impacts to ensure the developed flow rates are equal to or less than the pre -development rates for the 25 year 24 hour storm. SE also has analyzed the offsite drainage areas in order to quantify and direct offsite storm water through the site. The site will safely convey the 100 year storm event through the site. The appendices located in the back of this report contain all supporting calculations associated with this analysis. B. Project Location The proposed Mountain Shadow Subdivision is located in Garfield County in west Glenwood Springs, directly off of Mountain Shadow Drive. The site is located in the southwest quarter of sections 34 in Township 5 South, Range 89 West, of the 6th Principal Meridian. The existing parcel is 0.833 acres with no permanent development currently within the lot. C. Site Description The subject site is undeveloped land that at some point was cleared of native vegetation. A rough access road exists on the north side of the site. Several small piles of deposited soils are evident onsite. Ground cover consists of grasses and shrubs. The site generally drains from north to south, with slopes that generally vary between 10-20% onsite. The land directly down gradient from the site has a partially buried irrigation pipe, with surface grades that are low and flat some ponded areas are evident. Down gradient of the low area, storm water flows through residential, commercial, State Interstate 70 right-of- way, and eventually flows into the Colorado River. According to the Natural Resources Conservation Service (NRCS) soil survey, the soil composition onsite consists of type `B' soils. The NRCS soils map is included in Appendix A of this report. II. Analysis Methods and Assumptions The storm water runoff rates for the basin were analyzed for the 25 year and 100 year storm events using the rational method (Equation 1 below). This hydrologic method is applicable to this site as the tributary basins being studied are less than 90 acres Equation 1: Q = C* I * A (cubic feet per second flow rate (cfs)) C = Runoff Coefficient I = Rainfall Intensity (in/hr) A= Area of Basin (acres) A Time of Concentration of ten minutes was assumed for onsite basins, and a 15 minute time of concentration was assumed for the offsite basin. Precipitation data for the site was taken from the • SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 Drainage Report- Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page I4 NOAA atlas rainfall maps for Colorado. The area rainfall distribution is the SCS Type II for the 24 -hr storm. Drainage basin soil information was obtained from the Natural Resource Conservation Service (NRCS) soil survey. Runoff Coefficient C factors were obtained from the Urban Drainage and Flood Control District (UDFCD) published tables, which considers the percent impervious, storm event, and NRCS soil type. The site is required to detain the difference between pre and post development for the 2 year and 25 year frequency, 24 hour duration storm per Section 7-204(C.3.a.) of the Garfield County Land Use Code. The 25 year and 100 year, short duration high intensity storm events were also analyzed to ensure the site stormwater structures convey the runoff through the site. III. Drainage System Description A. Existing Drainage Conditions The offsite drainage basin that affects the site is 5.38 acres in size. The parcel onsite has two basins, which are 0.53 and 0.30 acres in size. The basins were delineated using aerial topography, aerial imagery, and were verified in the field. Exhibit -1 illustrates the existing drainage basins. The existing offsite drainage basin is a mixture of developed residential and undeveloped native hillside. The residential areas offsite are low to medium density with gravel access roads. The hillside consists of sage brush, oak brush, and pinon / juniper forests. The onsite basin is primarily grasses and shrubs. The existing sub basins were analyzed for the required pre -post storm water detention and were also analyzed for the peak runoff flow rate. The 25 year 24 hour storm event analyzed for the detention volume calculation is summarized in Table A below. TABLE A - EXISTING 25 YEAR - 24 HOUR RUNOFF SUMMARY BASIN AREA (ac) SCS Soil Type UDFCD C INTENSITY (in/hr) RUNOFF (cfs) EX01 0.53 B 0.25 0.098 0.013 EX02 0.30 B 0.25 0.098 0.007 OS01 5.38 D 0.39 0.098 0.205 The peak runoff, short duration storm event flows for the offsite basin are summarized in Table B below. Refer to Appendix B for the existing drainage basin calculations. TABLE B - EX. PEAK RUNOFF FLOWS BASIN AREA (ac) 25 YR Q (cfs) 100 YR Q (cfs) OS01 5.38 6.58 9.74 B. Proposed Onsite Drainage System Description The proposed basin outflow point matches the existing condition. The basins are delineated by the proposed buildings and roadway drainage. The proposed site improvements include three residential units, and a paved access road. The proposed grading onsite will route storm water away and around the buildings to shallow surface swales, where the runoff will flow into storm inlets to two underground detention structures. The proposed 25 year 24 hour storm event is summarized in Table C. SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 Drainage Report- Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page 15 TABLE C - DEVELOPED 25 YR -24 HR RUNOFF SUMMARY BASIN AREA (ac) SCS Soil Type UDFCD C INTENSITY (in/hr) RUNOFF (cfs) DE2.A 0.23 B 0.44 0.098 0.010 DE1.A 0.14 B 0.42 0.098 0.006 DE1.B 0.10 B 0.42 0.098 0.004 DE1.0 0.29 B 0.42 0.098 0.012 DE2.B 0.01 B 0.42 0.098 0.001 DE2.0 0.06 B 0.42 0.098 0.002 The peak runoff, short duration storm event from the proposed basins onsite are summarized in Table D below. TABLE D - DE PEAK RUNOFF FLOWS BASIN AREA (ac) 25 YR Q (cfs) 100 YR Q (cfs) DE2.A 0.23 0.39 0.47 DE1.A 0.14 0.23 0.27 DE1.B 0.10 0.16 0.20 DE1.0 0.29 0.48 0.57 DE2.B 0.01 0.02 0.03 DE2.0 0.06 0.09 0.11 IV. Storm Water Detention A. Storm Water Detention Garfield County requires that the rate of runoff from the developed site shall not exceed the existing pre -development rate of runoff for the 2 year and the 25 year storm event. As shown in Table A and C above, the 24 hour rate of runoff is not higher than 0.02 cfs and the pre -post difference is less than 0.01 cfs. Controlling this small rate of runoff is not realistic from a basin of this size. Detaining the difference in the volume of runoff however is realistic. The detention will attenuate the rate of runoff, while the detention pond fills up. When the detention is full, the storm water will flow out at the historic locations. The runoff volume is calculated using the rational volume equation Vr=C*(P/12)*A, where P is the precipitation depth. The required storage volume is simply the increased post runoff volume subtracted by the existing runoff volume (Vs=De-Vr-Ex-Vr). The calculated pre -post volume difference is summarized in Table E below. TABLE E - REQUIRED DETENTION TOTAL Qp-Qe Storage- Vs (ac -ft) Storage - Vs (cu -ft) DE01 0.009 0.018 773 DE02 0.005 0.011 476 TOTAL = 0.029 1,248 The offsite storm water runoff currently sheet flows across Mountain Shadow Drive onto the site. Concentrated flow is not evident onsite, so we have assumed that the road acts as a weir and the offsite flow is distributed across the length of the road. The 25 year as well as the 100 year storm event safely passes through the site in drainage swales onsite and in detention ponds. Ultimately, the stormwater runoff daylights below the site into the existing irrigation easement. Refer to Appendix B for the developed drainage basin calculations. The proposed storm water improvements are detailed on the subdivision civil plans and are also shown on the Exhibit 2. SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 Drainage Report — Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page I6 Drainage Facility Maintenance Stormwater maintenance tasks will include checking and cleaning out culverts and maintaining the roadside swales. After final site excavation and grading, final landscaping and ground re -vegetation will occur. During construction appropriate erosion control best management practices will be utilized to reduce storm water runoff and avoid erosion. V. Conclusions The increased storm water runoff from the proposed site will be routed through surface swales and detention ponds before leaving the site. The 24 hour runoff rates represent incidental flows which cannot realistically be controlled. The increased volume of runoff however will be detained onsite, which will attenuate the runoff to some degree, and will allow for infiltration into the existing soils. SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 • • Drainage Report - Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page 17 VI. References The following manuals were used for this drainage report: • Garfield County Land Use Code, Sections 7-204 • Urban Drainage Flood Control District Manual, 2001 Edition • The NRCS web soil survey • SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale. Colorado 81623 (970)704-0311 Fax: (970)704-0313 Drainage Report— Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page 18 APPENDIX A (EXISTING DRAINAGE CALCULATIONS) SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale. Colorado 81623 (970)704-0311 Fax: (970)704-0313 • • 17076 - MOUNTAIN SHADOWS SUBDIVISON, WEST GLENWOOD, GARFIELD COUNTY, CO APPENDIX A - EXISTING DRAINAGE CALCULATIONS EXISTING ONSITE DRAINAGE BASINS - 25 YEAR STORM RATIONAL METHOD Q=CIA RUNOFF VOLUME - Vr=C*(P/12)*A • EX. BASIN (re; ac SCS Soil Type SurfaceData UDFCD C Qe (cfs) Ex-Vr (ac -ft) Ex-Vr (cu -ft) Tc (min)* Impery (ac)% P % Gravel(ac)% % Pasture/Range ( ac) % EX01 0.53 B 0.00 0.0% 0.00 0.0% 0.53 100.0% 0.25 0.013 0.026 1,136 10 EX02 0.30 B 0.00 0.0% 0.00 0.0% 0.30 100.0% 0.25 0.007 0.015 642 10 TOTALS 0.83 0.020 0.041 1,778 *Calculation based on the 25 year 24 hour storm. The Time of Concentration (Tc) was assumed to be 10 minutes. Historical (no development) conditions were assumed for existing calculations. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5, Runoff Coefficients Intensity of rainfall (in/hr) = 0.098 (Intensity for a 25 year 24 hour storm, from Glenwood IDF Curve) 25 YEAR, 24 HOUR VOLUME CALCULATION EXISTING OFFSITE DRAINAGE BASINS - 25 YEAR STORM RATIONAL METHOD Q=CIA RUNOFF VOLUME - Vr=C*(P/12)*A EX. BASIN Area (ac) SCS Soil TypeSurface Data UDFCD C Qe (cfs) Ex-Vr (ac -ft) Ex-Vr (cu -ft) Tc (min)* Impery (ac) % Gravel (ac) % Pinyon/Juniper (ac) % OSO1 5.38 D 0.27 5.0% 0.00 0.0% 5.11 95.0% 0.39 0.205 0.411 17,900 15 TOTALS 5.38 0.205 0.411 17,900 *Calculation based on the 25 year 24 hour storm. The Time of Concentration (Tc) was assumed to be 15 minutes. The current condition offsite was used for existing calculations. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5, Runoff Coefficients Intensity of rainfall (in/hr) = 0.098 (Intensity for a 25 year 24 hour storm, from Glenwood IDF Curve) 25 YEAR, PEAK RUNOFF CALCULATION EXISTING OFFSITE DRAINAGE BASINS - 25 YEAR STORM RATIONAL METHOD Q=CIA RUNOFF VOLUME - Vr=C*(P/12)*A EX. BASIN Area (ac) SCS Soil Type Surface Data UDFCD C Qe (cfs) Ex-Vr (ac -ft) Ex-Vr (cu -ft) Tc (min)* Impery (ac) % Gravel (ac) % Pinyon/Juniper (ac) OS01 5.38 D 0.27 5.0% 0.00 0.0% 5.11 95.0% 0.39 6.58 0.137 5,973 15 TOTALS 5.38 6.58 0.137 5,973 *Calculation based on the 25 year 15 minute storm. The Time of Concentration (Tc) was assumed to be 15 minutes. The current condition offsite was used for existing calculations. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5, Runoff Coefficients Intensity of rainfall (in/hr) = 3.139 (Intensity for a 25 year 15 minute storm, from Glenwood IDF Curve) 100 YEAR, PEAK RUNOFF CALCULATION EXISTING OFFSITE DRAINAGE BASINS - 100 YEAR STORM RATIONAL METHOD Q=CIA RUNOFF VOLUME - Vr=C*(P/12)*A EX. BASIN Area (ac) SCS Soil T e YP Surface Data UDFCD C Qe (cfs) Ex-Vr (ac -ft) Ex-Vr (cu -ft) Tc (min)* Impery (ac) % Gravel (ac) % Pinyon/Juniper (ac) OS01 5.38 D 0.27 5.0% 0.00 0.0% 5.11 95.0% 0.52 10.70 0.223 9,706 15 TOTALS 5.38 10.70 0.223 9,706 *Calculation based on the 100 year 15 minute storm. The Time of Concentration (Tc) was assumed to be 15 minutes. The current condition offsite was used for existing calculations. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5, Runoff Coefficients Intensity of rainfall (in/hr) = 3.826 (Intensity for a 100 year 15 minute storm, from Glenwood IDF Curve) Sopris Engineering, LLC 5/16/2017 O:\17\17076\DRG\17076 Drainage Calcs 2.xls Drainage Report — Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page 19 APPENDIX B (POST DEVELOPMENT DRAINAGE CALCULATIONS) SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 • DEVELOPED ONSITE DRAINAGE BASINS - 25 YEAR 24 HOUR STORM • RATIONAL METHOD QCIA RUNOFF VOLUME - Vr_C*(P/12)*A • EX. BASIN Area (ac) SCS Soil Type Surface Data UDFCD C Qp (cfs) De-Vr (ac -ft) De-Vr (cu -ft) Tc (min)* Impery (ac) % Gravel (ac) % Pasture/Range (ac) % DE2.A 0.23 B 0.10 42.2% 0.01 2.5% 0.13 55.4% 0.44 0.010 0.020 863 10 DE1.A 0.14 B 0.07 49.1% 0.01 4.7% 0.06 46.2% 0.42 0.006 0.011 499 10 DE1.B 0.10 6 0.03 29.3% 0.00 0.0% 0.07 70.7% 0.42 0.004 0.008 361 10 DE1.0 0.29 B 0.10 32.8% 0.00 0.0% 0.20 67.2% 0.42 0.012 0.024 1.049 10 DE2.6 0.01 B 0.01 76.1% 0.00 0.0% 0.00 23.9% 0.42 0.001 0.001 50 10 DE2.0 0.06 B 0.02 40.6% 0.00 0.0% 0.03 59.4% 0.42 0.002 0.005 204 10 TOTALS 0.83 0.035 0.069 3026 *Calculation based on the 25 year 24 hour storm. The Time of Concentration (Tc) was assumed to be 10 minutes. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5. Runoff Coefficients Intensity of rainfall (in/hr) = 0.098 (Intensity for a 25 year 24 hour storm, from Glenwood IDF Curve) HISTORIC VS PROPOSED DETENTION CALCULATION - 25 YR TOTAL Qp-Qe Req. Storage- Vs (ac -ft) Req. Storage - Vs (cu -ft) DE01 0.009 0.018 773 DE02 0.005 0.011 476 % TOTAL = 0.029 1.248 DEVELOPED ONSITE DRAINAGE BASINS - 25 YEAR 10 MINUTE STORM RATIONAL METHOD Q=CIA RUNOFF VOLUME - Vr_C*(P/12)*A EX. BASIN Area (ac) SCS Soil Type Surface Data UDFCD C Qp (cfs) De-Vr (ac -ft) De-Vr (cu -ft) Tc (min)* Impery (ac) % Gravel (ac) % Pasture/Range (ac) % DE2.A 0.23 B 0.10 42.2% 0.01 2.5% 0.13 55.4% 0.44 0.394 0.005 238 10 DE1.A 0.14 B 0.07 49.1% 0.01 4.7% 0.06 46.2% 0.42 0.228 0.003 138 10 DE1.B 0.10 B 0.03 29.3% 0.00 0.0% 0.07 70.7% 0.42 0.165 0.002 100 10 DE1.0 0.29 B 0.10 32.8% 0.00 0.0% 0.20 67.2% 0.42 0.479 0.007 290 10 DE2.B 0.01 B 0.01 76.1% 0.00 0.0% 0.00 23.9% 0.42 0.023 0.000 14 10 DE2.0 0.06 B 0.02 40.6% 0.00 0.0% 0.03 59.4% 0.42 0.093 0.001 56 10 TOTALS 0.83 1.382 0.019 836 *Calculation based on the 25 year 10 minute storm. The Time of Concentration (Tc) was assumed to be 10 minutes. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5, Runoff Coefficients Intensity of rainfall (in/hr) = 3.899 (Intensity for a 25 year 10 minute storm, from Glenwood IDF Curve) DEVELOPED ONSITE DRAINAGE BASINS - 100 YEAR 10 MINUTE STORM RATIONAL METHOD Q=CIA RUNOFF VOLUME - Vr=C*(P/12)*A EX. BASIN Area (ac) SCS Soil Type Surface Data UDFCD C Qp (cfs) De-Vr (ac -ft) De-Vr (cu -ft) Tc (min)* Impery (ac) % Gravel (ac) % Pasture/Range (ac) DE2.A 0.23 B 0.10 42.2% 0.01 2.5% 0.13 55.4% 0.44 0.470 0.007 284 10 DE1.A 0.14 B 0.07 49.1% 0.01 4.7% 0.06 46.2% 0.42 0.271 0.004 164 10 DE1.B 0.10 B 0.03 29.3% 0.00 0.0% 0.07 70.7% 0.42 0.196 0.003 119 10 DE1.0 0.29 B 0.10 32.8% 0.00 0.0% 0.20 67.2% 0.42 0.571 0.008 345 10 DE2.B 0.01 B 0.01 76.1% 0.00 0.0% 0.00 23.9% 0.42 0.027 0.000 17 10 DE2.0 0.06 B 0.02 40.6% 0.00 0.0% 0.03 59.4% 0.42 0.111 0.002 67 10 TOTALS 0.83 1.646 0.023 996 *Calculation based on the 100 year 10 minute storm. The Time of Concentration (Tc) was assumed to be 10 minutes. Runoff Coefficient "C" values were selected from the Urban Drainage and Flood Control District Drainage Criteria Manual Table RO-5, Runoff Coefficients Intensity of rainfall (in/hr) = 4.645 (Intensity for a 100 year 10 minute storm, from Glenwood IDF Curve) Sopris Engineering, LLC 5/16/2017 Q:\17\17076\DRG\17076 Drainage Calcs 2.xls Drainage Report— Mountain Shadows Subdivision - SE # 17076.01 May 17th, 2017 Page110 APPENDIX C (NRCS SOILS MAP, RAINFALL IDF CURVES, UDFCD C FACTOR TABLES) SOPRIS ENGINEERING • LLC civil consultants 502 Main Street Suite A3 Carbondale, Colorado 81623 (970)704-0311 Fax: (970)704-0313 Hydrologic Soil Group—Rifle Area, Colorado, Parts of Garfield and Mesa Counties (14230-NRCS SOILS) • M4,sale:1:1,7 0 rprinte4 on BpaCaR (11"x 1T')sheet. Meters 150 0 25 50 100 Feet 0 50 100 203 300 Map prole3bn: Web Mercator Caner e 000 s: WG584 Edge E¢: UM Zone 13N WGS4 056s Natural Resources �� Conservation Service Web Soil Survey National Cooperative Soil Survey 29655a 10/8/2015 Page 1 of 4 Hydrologic Soil Group—Rifle Area, Colorado, Parts of Garfield and Mesa Counties (14230-NRCS SOILS) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A I II Il 11 I1 ( A/D B B/D C C/D D Not rated or not available Soil Rating Lines �< r A =:♦ ND B D . 0 Not rated or not available Soil Rating Points O A O A/D O B O B/D 0 C/D 0 D Not rated or not available Water Features Streams and Canals Transportation 41 Rails w Interstate Highways US Routes Major Roads Local Roads Background Fkon Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 8, Sep 22, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 7, 2011—Sep 3, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 10/8/2015 Conservation Service National Coo 'ye Soil Survey Page 2 I. Hydrologic Soil Group—Rifle Area, Colorado, Parts of Garfield and Mesa Counties 14230-NRCS SOILS Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Rifle Area, Colorado, Parts of Garfield and Mesa Counties (C0683) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 7 Ascalon -Pena complex, 6 to 25 percent slopes B 2.7 12.2% 67 Torriorthents-Rock outcrop complex, steep D 19.1 87.8% Totals for Area of Interest 21.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. SIUSDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/8/2015 Page 3 of 4 Hydrologic Soil Group—Rifle Area, Colorado, Parts of Garfield and Mesa Counties 14230-NRCS SOILS Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule: Higher LSD\ Natural Resources Web Soil Survey 10/8/2015 Conservation Service National Cooperative Soil Survey Page 4 of 4 • • *u*k* HYDRO fi",* (Version 6.0) IDF CURVE IDF Curve for Various Return Periods Date 03-23-** Page No 2 Intensities (in/h) Duration 25 Yr 2 Yr 5 Yr 10 Yr 50 Yr 100 Yr r 5 min 4.994 3.231 3.959 4.409 5.419 5.824 10 min 3.899 2.383 2.997 3.386 4.279 4.645 15 min 3.139 1.793 2,328 2,674 .487 3.826 30 min 2.140 1.137 1.528 1.786 2.410 2,676 60 min 1.341 .676 .930 1.102 1.525 1.706 120 min .865 .436 .600 .711 .984 3..1.02 4 h .50s .255 .350 .415 .575 .644 8 h .276 .139 .191 .227 .314 .351 16 h .145 .073 .100 .17.9 .164 .184 24 h .098 .049 .068 .060 .111 .125 GLNWOOD SPRINGS, COLORADO) Intensity Curve for 25 Year Return Period Rainfall intensity (in/h) versus Duration (h) 4. 90* 3.75* 2.50. 1.25. * * .00 24.00 .00 6.00 12.00 18.00 Post-iC' Fox Note 7871 17)'*'/ p y & Q ` i Yc, /77.4i<.GL elite i_t.:, From uLeLw. co. . Co./Dept. hong tt F'hon9 # 070- 2e,0-(:.-0�, 7 Fax a `! ;,r--. .72,:i" --G,13 3 Fax 7Q~ 15 .- 15'4 t DRAINAGE CRITERIA MANUAL (V. 1) Table RO-5-- Runoff Coefficients, C RUNOFF Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2 -yr 5 -yr 10 -yr 25 -yr 50 -yr 100 -yr 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 TYPE B NRCS HYDROLOGIC SOILS GROUP 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 2007-01 Urban Drainage and Flood Control District RO-11 • • • RUNOFF RO-12 DRAINAGE CRITERIA MANUAL (V. 1) TABLE RO-5 (Continued) -Runoff Coefficients, C Percentage Imperviousness Type A NRCS Hydrologic Soils Group 2 -yr 5 -yr 10 -yr 25 -yr 50 -yr 100 -yr 0% 0.00 0.00 0.05 0.12 0.16 0.20 5% 0.00 0.02 0.10 0.16 0.20 0.24 10% 0.00 0.06 0.14 0.20 0.24 0.28 15% 0.02 0.10 0.17 0.23 0.27 0.30 20% 0.06 0.13 0.20 0.26 0.30 0.33 25% 0.09 0.16 0.23 0.29 0.32 0.35 30% 0.13 0.19 0.25 0.31 0.34 0.37 35% 0.16 0.22 0.28 0.33 0.36 0.39 40% 0.19 0.25 0.30 0.35 0.38 0.41 45% 0.22 0.27 0.33 0.37 0.40 0.43 50% 0.25 0.30 0.35 0.40 0.42 0.45 55% 0.29 0.33 0.38 0.42 0.45 0.47 60% 0.33 0.37 0.41 0.45 0.47 0.50 65% 0.37 0.41 0.45 0.49 0.51 0.53 70% 0.42 0.45 0.49 0.53 0.54 0.56 75% 0.47 0.50 0.54 0.57 0.59 0.61 80% 0.54 0.56 0.60 0.63 0.64 0.66 85% 0.61 0.63 0.66 0.69 0.70 0.72 90% 0.69 0.71 0.73 0.76 0.77 0.79 95% 0.78 0.80 0.82 0.84 0.85 0.86 100% 0.89 0.90 0.92 0,94 0.95 0.96 2007-01 Urban Drainage and Flood Control District Z Z Z 4 om m KXm N8Dp O O (n m O O O NNz 7,-N 2:1 o W/D" u =7- Qo %0 / 9 L. v l / r-- j.b o \ ` / '/ \\\\\1�a �\ "moi °o \ s°°kf,�2sss°p°�i%-% ,O \VA �` / \ A f\-• II \7 :/____I----,1� —�,Q 1 c J1 � _ L\ :a, .:-.`,N,// osp.\\bZ/9\ .1'5��\ 1 A1 \Il�$ \ I `\1vA ' Sg \�°�. ,1, . ��l\\_� y \ - \o/_ —� _ ( • . ( : - ' 1 o$o \ k•,v— -v H\\ iT (\ 7' . : gmm m \._ */).H, 4 c ./ 1- — ,\ g8a; J1 N \\\_ ` \ Uo - .‘) PPP IS to N n 8S g / E _m gy LpppH TV a I J 1' I u wT< / \ '' 1 TABLE B - EX PEAK RUNOFF FLOW: 0 ` No N Z71 Z I\ m�� m I mem :: O z o D x O m N \ \ m ' I \ x \ W ' m \ rz.o 1 I� o \ — \ 7.- f ;M\v, /� \ rN \ r m s EXHIBIT 1 DATE: 05/12/2017 JOB NO. 17076.01 MOUNTAIN SHADOWS SUBDIVISONNO. GARFIELD COUNTY, COLORADO REVISION BY DATE S OPRIS E NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 EXHIBIT 1 - EXISTING DRAINAGE BASIN MAP PRELIMINARY SUBMITTAL 21110.1.N00 .S O3SOdO4Jd PROPOSED SUB BASIN BOUNDARY m 0 m z D m n rn 10 m n W m O rn 41 O 8 O 0 O 0 N � co 10 10 10 m W (0 0 'G A 0 O 0 N 0 N 0 N 0 N 0 N 0 A 0 O 0 T 0 0 10 m 0 w m 0 w O N O O O O N O O A Ooo O O O A --, iT 0 T TABLE C - DEVELOPED 25 YR -24 HR RUNOFF SUMMARY LO'9LOLL 'ON BOf LLOZ/9L/SO ;31VO MOUNTAIN SHADOWS SUBDIVISION GARFIELD COUNTY, COLORADO NO. REVISION BY DATE EXHIBIT 2 - DEVELOPED DRAINAGE BASIN MAP PRELIMINARY SUBMITTAL S OPRIS E NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 • • • i 1'D17nu\OEZ •Daa 0E76117E03a1,9 2ifOiNO0 ,9 03SOdOid 2ifOLNOO,L 03SOd02id 31ISNO 2if1O1NO0 ,9 ONI1SIX3 31ISNO NflOLNO0 ,l ONIlSIX3 WIMM PROPOSED SUB BASIN BOUNDARY r m G7 m 0 o m N c1mC)0J>> c m N o m c m_ c m -> c m N W > 0 z O O Cr a O --x 0 N- c.00 0 0 A 0 N co d xi V m co to Co Co co W-0 CA in 0 m o 0 N 0 N 0 N o Ni a N a 4, C 0 C) 710 0 0.098 0.098 0.098 O co co O 3 oo 0.098 INTENSITY (inthr) o o0ooC N N a a o 0.004 0 w 0 o RUNOFF (cfs) rA m C) 0 m m 0 -o m 0 Zl 2 33 30 Z 0 m 03 C z o 2 0 �x—X- x -x -.x- X --.x —¥ -4 lv 0 m .< z ? • ,ss��e_soo 9y 0 6,00 6090 /moi '-----(71:7:7615466°010 060 Ob�j 040 6pJ0 �qo 1\ \ ^� -6020 \` 6010 ho �� / 7 i f-- h ( 5880 �/ � d I1\\ ( ��/(f 59, 59 5 .o moo` o x� 5770 OFFSITE DRAINAGE BASIN EXHIBIT & CALCULATIONS LEGEND 1 EXISTING SUB BASIN BOUNDARY EXISTING 1' CONTOUR ONSITE EXISTING 5 CONTOUR ONSITE EXISTING 10' GW 2002 AERIAL CONTOUR oft 1 05-01 EX -01 ` / / �'•�/ /" II I .- , i • •• • • EX -02 • • a 20 4 GRAPHIC SCALE (IN FEET) 1 inch = 40 ft. TABLE A - EXIS11NG 25 YEAR - 24 HOUR RUNOFF SUMMARY BASIN AREA (ac) SCS Soil Type UDFCD C INTENSITY (inlhr) RUNOFF (cfs) EX01 0.53 B 0.25 0.098 0.013 EX02 0.30 8 0.25 0.098 0.007 OS01 5.38 D 0.39 0.098 0.205 II `k\x J J ONSITE DRAINAGE BASIN EXHIBIT & CALCULATIONS TABLE B - EX PEAK RUNOFF FLOWS BASIN AREA (ac) 25 YR Q (cis) 100 YR Q (cfs) OS01 5.38 6.58 10.70 G/20141142301CIVIL\Civil DWGs1DE\DRG114230-DRG.dwg J E2 LU LU z_^ z W N cc '0 V) z J v) N 0 5 V N UJ c0 WO 9 cc V o 0 ZQF-o n 2 Z CV o 0 rn X N LL U W 1— >- cc - 0] REVISION O Z MOUNTAIN SHADOWS SUBDIVISON GARFIELD COUNTY, COLORADO EXHIBIT 1 - EXISTING DRAINAGE BASIN MAP PRELIMINARY SUBMITTAL DATE: 05/12/2017 JOB NO. 17076.01 EXHIBIT 1 • • SOIL INFO Soil Map—Rifle Area, Colorado, Parts of Garfield and Mesa Counties (Rasmussen Property) 29E610 39° 33 55"N • �, N 296520 Map Scale: 1:1,390 if prinbad on A portrait (8.5" x 11") sheet 0 20 40 eo t 298610 29E690 29E670 296700 3 Meds 120 39° 33' 55' N Feet 0 50 100 200 300 Map Pin: Web Mercator Corner marimbas: WGSB4 Edge tics: UTM Zone 13N WG584 SI) a Natural Resources Web Soil Survey r Conservation Service National Cooperative Soil Survey 4/17/2017 Page 1 of 3 SOIL INFO cont. Soil Map—Rifle Area, Colorado, Parts of Garfield and Mesa Counties (Rasmussen Property) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils • s Special Point Features Blowout • Borrow Pit • Clay Spot Closed Depression x Gravel Pit Gravelly Spot • Landfill A. Lava Flow Marsh or swamp ; Mine or Quarry ® Miscellaneous Water Q Perennial Water Rock Outcrop • Saline Spot Sandy Spot 44- Severely Eroded Spot • Sinkhole Slide or Slip • Sodic Spot Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails ram' Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Rifle Area, Colorado, Parts of Garfield and Mesa Counties Survey Area Data: Version 9, Sep 22, 2015 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 7, 2011—Sep 3, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Natural Resources - Conservation Service Web Soil Survey National Cooperative Soil Survey • 4/17/2017 Page 2 of 3 • SOIL INFO cont. Soil Map—Rifle Area, Colorado, Parts of Garfield and Mesa Counties Rasmussen Property Map Unit Legend Rifle Area, Colorado, Parts of Garfield and Mesa Counties (C0683) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 7 8 Ascalon -Pena complex, 6 to 25 percent slopes Atencio-Azeltine complex, 1 to 3 percent slopes 5.0 1.4 61.5% 17.6% 67 Torriorthents-Rock outcrop complex, steep Totals for Area of interest 1.7 21.0% 8.2 100.0% U Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 4/17/2017 Page 3 of 3 • • • • SECTION 4 Development Plan & Compliance Narrative and Background Info Site Description & Zoning Development Plan Comprehensive Plan Section 5-301 Article 7 • • • NARRATIVE & BACKGROUND INFO Owner: Western Slope Welding LLC Managing Member of WSW LLC: Mike Kluth Parcel #: 211934300006 Zoning: Residential Urban "RU" Application Date: May 18, 2017 TYPE OF APPLICATION: David Rasmussen is submitting this application for a minor subdivision on behalf of Western Slope Welding LLC. for a property located on Mountain Shadows Drive in West Glenwood. All application materials identified in Section 5-401 and Table 5-401 of the Garfield County Land Use and Development Code (LUDC) and noted in the pre -application conference are being submitted. INTRODUCTION AND BACKGROUND Western Slope Welding owns a 0.83 acre parcel on Mountain Shadows Drive in West Glenwood. David Rasmussen is representing Western Slope Welding in the proceedings for the application of subdivision. David is under contract with Western Slope Welding for the purchase of the land. If approved for subdivision David intends to develop and use Clayton Homes as the general contractor. If approval is granted David will assign the land sale contract to Clayton Homes. Clayton Homes will buy the parcel between the subdivision approval and the recording of the subdivision plat with the intention of building after the plats are recorded. See Ownership Chart in Section 1. The purpose of this application is to split the parcel into three lots and establish access and utility easements. The proposed subdivision would require a new semi primitive internal roadway to be constructed to serve the proposed lots. The current parcel of land does not have any utilities on site. All needed utilities including: water, sewer, gas, electric and cable/phone are available adjacent to the property and can adequately service the proposed subdivision. • Surrounding Zoning: Residential Urban • Surrounding land use north, south, east: Single Family Residential • Land use to the west: High Density Single Family Residential Cluster Homes SITE DESCRIPTION The site is a 0.83 acres undeveloped parcel. The parcel is located south of Mountain Shadows Drive, adjacent to the Western Hills Subdivision's western boundary and to the east of Chalet Village. The parcel is legally accessible to the north by a right of way easement that is a direct extension of Mountain Shadows Drive. The county owned portion of Mountain Shadows Drive ends at the western boundary line of the Western Hills Subdivision. The aforementioned access easement was dedicated to use as a right of way for the applicant parcel and also services all Chalet Village properties and the Starr property directly north of the easement. This parcel slopes from north to the south, with the steepest part being a narrow section at the very north of the property then easing into a gentler grade on the southern end of the parcel. The northern property line of the parcel is about 35 feet higher than the southern property line. The north and northwestern areas of the parcel contain slopes of approximately 15-25% grade. The remainder of the parcel contains slopes of 1-15% grade generally sloping to the south. There is an irrigation ditch on the southern most part of the parcel that is owned by Reynolds and Cain Ditch Company. The parcel is mostly void of vegetation. There are some trees located along the western boundary of the parcel. There is currently an access drive that exits by way of the northwestern boundary; this will reconstructed as part of the subdivision improvements. All access to necessary utilities are located on or around the parcel. A sewer line belonging to the West Glenwood Sanitation District runs along the western and southern edges of the parcel. The City of Glenwood has a water main located under Mountain Shadow Road north of the parcel. Black Hills Energy has a gas main located under Mountain Shadow Road north of the parcel. The City of Glenwood Electrical System has electrical lines by the southeast corner of the parcel. DEVELOPMENT PLANS The creation of three single-family lots are proposed on the parcel. The lots are oriented with adjacent property lines running north / south. An access road would be created on the northern portion of the parcel. An access easement would be established and the roadway would be a publicly dedicated right of way. The road will roughly be shaped a backwards "c". It would enter the parcel from the existing public ROW easement established to north (Mountain Shadow Road extension) on the western side of northern property line, turn 90° left to the east running the length of the property, turn 180° to the right and run most of the way to the western boundary. Parking would be located immediately south of the last segment of the access road last segment of the access road. All three lots would share the parking spaces. The building locations for the three proposed lots would be located immediately south of the parking. A fire truck and emergency vehicle turn around would be located south of the 180 -degree turn in the access road. Water would be run in an underground trench from Mountain Shadows Drive along the western side of the parcel, turn left 90 degrees to the east just south of the access road and parking and then branch off the main line to each lot. Individual service lines from the main would be trenched and run at the time each lot was built on. Electrical service, phone and cable would be run from the southeast corner of the parcel to a transformer located just south of the emergency vehicle turn around. Individual electrical, phone and cable service lines would be run from the transformer to each lot. Sewer would be run from each building as it was built to the sewer main that runs through each lot to the south of the building area. DEVELOPMENT GOALS The goal of the proposed development is to subdivide the parcel in accordance to allowable uses described for the Rural Urban "RU" Zone District and consistent with the vision, goals, objectives and policies of the Glenwood Springs Comprehensive Plan. The proposed development includes consideration for: • • Developing 3 single-family lots in keeping with the Comprehensive Plan' density directive, and compatibility with the surrounding neighbor's lot density. • Minimizing the land area required for the access roadway and parking, keeping as much land as possible dedicated to the building and yard areas. • Creating appropriate density housing to fill the need for housing in Glenwood Springs. DEVELOPMENT OBJECTIVES A number of design objectives were considered in developing the parcel and lot layout. It took numerous site studies to identify a layout that was functional and allowed for the best building and yard areas for each lot. Existing zoning designations and sensitivity to the goals of the Garfield County Comprehensive Plan were taken into consideration. In support of the stated goals, the objectives guiding the initial site planning efforts are as follows: 1. Steeper slopes should be avoided to minimize disturbance to soils to reduce erosion. 2. Building sites on the three lots were established to provide easy access with minimal roadway construction from Mountain Shadows Drive. 3. Development within the site was in a logical location and avoids blocking any views enjoyed by adjacent property owners. 4. Development to provide building density similar in nature to many of the residential sites in the area. COMPLIANCE WITH GLENWOOD SPRINGS COMPREHENSIVE PLAN Present development and any future development of this proposed subdivision are in compliance with the Glenwood Springs Comprehensive Plan dated March 2011. The lot is located in a zone classified by the comprehensive plan, as Single Family Residential comprised of single-family homes and duplexes on a variety of lot sizes. No change in terms of compatibility is foreseen with the Minor Subdivision. COMPLIANCE WITH ZONING DISTRICT Proposed uses comply and any future use or development on the proposed lots within the minor subdivision will comply with zone district criteria, including dimensional requirements, density and building areas set forth in Article 3-201 and 3-202 of the LUDC. ITEMS FOR DISCUSSION 1. Road waivers: Engineering has determined that while the access easement to the North and internal roadway vary from the standards in Article 7, they provide adequate and safe access. • • • • COMPREHENSIVE PLAN DEFINITIONS extensive vegetation. Development of hillside a'eas requires special care. Hillside preservation areas, those with slopes in excess of twenty percent, are indicated on the Future Land Use Map with a green cross hatch. Development is discouraged in these areas unless it ;s at very low densities, n limited areas and done with little impact (physically and visually) to the hillsides. Riverside Protection Land and habitat along the Colorado and Roaring Fork rivers should be protected These areas are indicated with a blue cross hatch on the Future Land Use Map (Maps 2 1, 2 2, 2 3) Existing Established Neighborhoods Existing established neighborhoods are designated with future land uses and densities compatible with the current zoning designations for those neighborhoods Future Land Use Descriptions Conservation The Conservation land use designation ;s applied to properties with an establishec conservation easement restricting the property to a very limited amount of development. Parks / Open Space This land use designation identifies approximate locations for parks as well as for public open space. This designation is Intended to include permanent open space, bu' also allows for limited development such as golf courses and recreation / public facilities. Low Density Residential Low Density Residential is a des gnation for land that is outsde of the city limits but within the urban growth area This designation consists of single-family residential development that is intended to maintain a rural character. Appropriate development densities will be determined by, among other things, current land uses, topographic constraints, existing and future utility connections, and existing road networks. Single-family Residential The Single-family Residentia lana use is comvised prmariiy at single-family detached homes and duplexes on a variety of lot sizes, Accessory dwelling units and home occupations may be permitted with additional review. Institutional uses such as churches, schools, parks and trails are also allowed Chapter 2: Future Land Use Glenwood Springs Comprehensive Plan • • • COMPREHENSIVE PLAN MAP Future Land Use - North Portion of City COMPLIANCE WITH SECTION 5-301: Minor Subdivision Review A. Overview. 1. A Minor Subdivision is any Subdivision that: a. COMPLIES - Creates no more than 3 parcels; b. COMPLIES - Is served by a Water Supply Entity c. COMPLIES - Does not require the extension, construction, or improvement of a County right-of-way. 2. COMPLIES - does not evade the Major Subdivision process nor create a de facto Major Subdivision. 3. WILL COMPLY - No further divisions of the lots created through the Minor Subdivision process. 4. N/A: subsequent use of a RLDE pursuant to section 5-203. B. Review Process. - Understood C. Review Criteria. In considering a Minor Subdivision application, the application shall demonstrate the following: 1. COMPLIES - The application complies the requirements of the applicable zone district and this Code. 2. COMPLIES - It is in conformance with the Comprehensive Plan. See email in Section 7 from Gretchen Ricehill. 3. COMPLIES - see Section 5, Will Serve water from the City of Glenwood. 4. COMPLIES - see Section 7, Deeds for legal access. 5. COMPLIES - see Section 7, Any necessary easements such as utility and roads will be obtained. 6. COMPLIES - see Section 5, Will Serve sewer from West Glenwood Springs Sanitation District. 7. WILL COMPLY - see engineering plans Sections 2 & 3, No hazards mitigation will be necessary. 8. WILL COMPLY - see Section 6 for draft version of Subdivision Improvement Agreement. 9. COMPLIES - see section 7, all taxes have been paid for 2016. 10. WILL COMPLY - All fees, including road impact and school land dedication fees, shall be paid. 11. WILL COMPLY- Final Plat requirements section 5-402.F., Final Plat. • • COMPLIANCE ARTICLE 7 • • Divisions 1-4 The following section of this application addresses compliance with the criteria and standards of Article 7, Divisions 1-4 of the Garfield County Land Use and Development Code. DIVISION 1: GENERAL APPROVAL STANDARDS 7-101 COMPLIANCE WITH ZONE DISTRICT USE RESTRICTIONS. The site is located in the County's Residential Urban "RU" District. The proposed subdivision is in compliance with the Zone District, lot and building requirements, intent statement, use and general restrictions and measurements contained in Article 3 (Zoning) of the LUDC. Buildings for each of the lots have not been designed as of this time but our intention is the build modular homes constructed off site that meet Garfield County's building code standards. Any construction would take place within the building set backs shown on the site plan. The lot areas were chosen for their relatively flat nature. 7-102 COMPLIANCE WITH COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS The property is located within the Urban Growth Area of the City of Glenwood Springs Comprehensive Plan. Upon review of the comprehensive plan this Minor Subdivision is in compliance. Development plans have been shared with Gretchen Ricehill, acting director of Glenwood Springs Community Development office, and she has given preliminary indications that she would find the development to comply with the City of Glenwood Springs Comprehensive Plan. (see Section 7 for email dated 3.30.17) 7-103 COMPATIBILITY The nature, scale and intensity of the proposed use are compatible with adjacent land uses. Western Hills Subdivision (WHS) borders the property to the east. The homes in WHS are primarily single family residence on .45 to 1 acre lots. The properties to the north and south are consistent with the home type and lot size of the properties in WHS. The properties to the west are known as the Village Chalet. The Village Chalet is comprised of very high density single family residences developed on lots between .019 to .034 acres. 7-104 SUFFICIENT LEGAL AND PHYSICAL SOURCE OF WATER West Glenwood Springs Water District services properties to the East and West of the proposed subdivision. The City of Glenwood Springs can and will serve this subdivision from the city water main located under Mountain Shadows Drive as stated in a letter dated April 21, 2017. See letter in Section 5. 7-105 CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS Water: A water line from the city main will be run underground on a utility easement along the western portion of the property. An HOA will be formed to maintain the water line from the property line to each service line branching from the main. Each lot will be responsible for maintenance of the service lines running from the main to the lot. Wastewater: The West Glenwood Sanitation District has a sewer main running along the western and southern sides of the existing property. The Sanitation District has stated they can and will serve sewer taps to each of the three lots (see Section 5 for can and will serve letter). Each lot will have a separate sewer line extension running to it. Each lot will be solely responsible for construction and maintenance of the sewer line extensions. 7-106 PUBLIC UTILITIES Electric: The proposed subdivision is within the territory serviced by the City of Glenwood Springs Electrical System. The City has adequate capacity to serve the proposed subdivision and has stated it can and will serve the proposed lots (see Section 5 for can and will serve letter). The site plan shows utility easements to allow for an underground line extension from the southeastern corner of the property to a centralized transformer. The utility easement also allows for underground service lines from the transformer to each lot. The line extension to the transformer will be constructed as part of the Subdivision Improvements Agreement. Gas: Black Hills Energy (BHE) has a gas main running under Mountain Shadows Drive. BHE has adequate capacity to serve the proposed subdivision and has stated it can and will serve the proposed lots (Section 5 for can and will serve letter). A gas line from the main under Mountain Shadows Drive will be run underground on a utility easement along the western portion of the property. An HOA will be formed to maintain the gas line from the property line to the centralized distribution manifold. Each lot will be responsible for maintenance of the lines running from the main to the lot. (For Section 7-107 the following definitions will apply. "ROW easement" = the extension of Mountain Shadows Drive that is described in the legal description below. It is an existing easement that serves Chalet Village to the west and the Starr property to the north. It runs along the northern boundary of this property. "Internal Roadway" = the ROW easement that will be created when this property is subdivided. It will serve the three new lots only.) 7-107 ACCESS AND ROADWAYS A. The property has legal and adequate access via an extension of Mountain Shadows Drive in the form of an existing easement along the northern property line. It is safe and adequate per Sopris Engineering and Glenwood Springs Fire Department. Legally the easement is known as: a. Beginning at a point whence the witness corner of the South Quarter corner of Section 34, Township 5 S, Range 89 W of the 6t" PM bears S. 65°15'46" East 1,118.085 feet; i. Thence S. 66°24' West 24.03 feet; ii. Thence S. 77°35' West, a distance of 130.89 feet; iii. Thence N. 0°06' West, a distance of 30.71 feet; iv. Thence N. 77°35' East, a distance of 121.40 feet; v. Thence N. 66°24' East, a distance of 34.14 feet; vi. Thence S. 0°06' East, a distance of 32.71 feet to a point of beginning. B. No improvements or modifications to the county road is needed nor proposed for safe access. C. The internal roadway and ROW easement and Mountain Shadows Drive provide adequate capacity to serve the proposed subdivision and the existing residences at Chalet Village and the Starr residence. The addition of the subdivision will only generate an additional 28.71 ADT (See road waiver in Section 3). D. The internal roadway will be dedicated as a public right of way. Covenants will be drafted and an HOA formed to maintain the internal roadway. • E. There will be no significant impacts from hauling, trucks or equipment use to the ROW easement or to the county maintained portion of Mountain Shadows Drive by this proposed subdivision. F. The proposed subdivision will construct an internal road to service only the three proposed lots. The internal road has been designed to provide adequate access as a semi -primitive road for the three lots. The internal road meets county guidelines for maximum grade, lane width, shoulder width, cross slope and shoulder slope. A road waiver has been submitted with this application to decrease the ROW width, minimum radius and turn around requirement for dead end streets. The designed ROW width and roadway radiuses provide for safe and adequate access as determined by Sopris Engineering (see road waiver forms in Section 3) and allow for the road design to fit the subdivisions area see email in Section 7 from the Glenwood Springs Fire Department. 1. Circulation and Alignment- will comply 2. Intersections- technically not applicable, however the subdivision will self -regulate and implement a stop sign at the end of the internal road where it meets Mountain Shadows road. 3. Street Names- will comply 4. Congestion and Safety- the existing ROW easement extension of Mountain Shadow road has been servicing 16 properties more than adequately for over 35 years. The internal road that will be created with the subdivision will adhere to code and to requirements set forth by the fire department. The site plans and plats have been shared with Glenwood Springs Fire Department and they have given their approval, see email in Section 7. 5. Continuation of Roads and Dead-end roads a. Mountain Shadows Road is already an existing dead end road. The internal road created by the subdivision on the parcel will have adequate turn around space for a fire truck and emergency vehicles. The placement of the turn around has been approved by Ron Biggers of the Glenwood Springs Fire Department and engineered by Sopris Engineering. b. Emergency and fire egress are demonstrated on the site plan and approved by fire marshal. A "T" turn around is located before parking area. The turn around was sized appropriately to the Dash Pump Truck specified as the largest emergency vehicle necessary for accessing the proposed subdivision. c. Snow storage is to occur on ditch areas to the sides of the internal road and at end of roadway past the parking. 6. Relationship to Topography - will comply 7. Erosion and Drainage - will comply 8. Commercial and Industrial - n/a 9. Emergency Access - The Glenwood Springs Fire Marshal has reviewed our site plan and has found the road satisfactory for emergency access. As per the Fire Departments determination, see the email from Gary Tillotson in Section 7. Sprinkling systems will be installed into all building proposed for this subdivision. 10. Traffic Control - We propose a stop sign be placed on the internal access road at its intersection with Mountain Shadows Drive. 11. & 12. Erosion, Drainage and Ditches - Sopris Engineering has provided a storm water detentions plan and road design that meets county standards for the internal roadway. 7-108 USE OF LAND SUBJECT TO NATURAL HAZARDS No significant hazards exist where development is proposed for the road or the newly created lots. To north of the access roadway and to the west of the roadway and lot 1 there are slopes in excess of 30%. These areas of slope are indicated by shading on the site plan. These areas will be controlled for erosion with vegetation suitable for the slope grade. Topography in the new lot areas where new structures will be located range from 1 to 10% grade. The property is not subject to debris flows, flooding, avalanche, alluvial fan etc. 7-109 FIRE PROTECTION The property is served by the Glenwood Springs Fire Department and is located about 3.4 miles from the fire station. A city fire hydrant is located on the opposite site of Mountain Shadows Drive from the north west corner of the property (see site plan). The Glenwood Springs Fire Department has indicated that the hydrant is sufficient to serve the subdivision for fire protection. Due to the location of the site and associated access the Fire Department will require and homes built in the proposed subdivision to be sprinkled. DIVISION 2: GENERAL RESOURCE PROTECTION STANDARDS. 7-201. AGRICULTURAL LANDS. No adverse affect on agricultural lands. The parcel is not in an agricultural area. 7-202. WILDLIFE HABITAT AREAS. The property has not been identified as critical habitat for deer, elk or other major wildlife classifications. There are no known raptor nests, roosting sites etc. In general, the property is in a semi urban area with a long history of human habitation in the area. Because of this it is unlikely that wildlife find long-term habitat with the exception of minor foraging potential. 7-203. PROTECTION OF WATERBODIES. There are no water bodies such as lakes, reservoirs or rivers on the property subject to the Minor Subdivision. There is a ditch along the southern property boundary and this will not be disturbed. The easement for the ditch is 15' from the center per the Reynolds & Cain Ditch Company. All building will happen at least 25' from the ditch. 7-204 DRAINAGE AND EROSION. All activity will take place on less than 1 acre of land and is thus not subject to CDPHE permits. Positive drainage away from structures will be designed. The Engineer's Report addresses the issue of drainage and erosion, taking care to avoid adjacent properties. There are no water bodies within 100 feet of the property, or will there be 10,000 square feet or more of impervious surface area. Storm water run-off will be to stable, vegetated areas that will be resistant to erosion. The site design shall minimize direct connection with impervious areas by including vegetated buffer zones between impervious surfaces such as roofs or patios. • 7-205. ENVIRONMENTAL QUALITY. No impacts are foreseen related to air or water quality. The land use will be for residential homes which is appropriate in this setting in the County's Residential Zone District. No commercial or industrial activities are proposed. 7-206. WILDFIRE HAZARDS. The following standards apply to areas subject to wildfire hazards as identified on the County Wildfire Susceptibility Index Map as indicated in the County's Community Wildfire Protection Plan. The property is located in a NR district and is rated lower than low according to the Wildland Fire Susceptibility Index Map. The proposed development site plan has been drawn to specifications by Garfield County Fire Department. 7-207. NATURAL AND GEOLOGIC HAZARDS. No geologic or soils hazards have been identified see NRCS survey in Section 3. The property does not have excessively steep nor rocky slopes necessary for avalanches, rockslides or landsides, nor is it on an alluvial fan. No development will happen on slopes 30% or more. 7-208. RECLAMATION. Areas not directly related to the improvement of the property and are disturbed during development shall be restored as natural -appearing landforms that blend in with adjacent undisturbed topography. DIVISION 3: SITE PLANNING AND DEVELOPMENT STANDARDS • 7-301 COMPATIBLE DESIGN The Minor Subdivision application complies with these sections. • A. Site Organization: The proposed lots are similarly oriented in terms of front and side yard relationships to neighboring lots. The roadway and parking design provides the most compact, economical usage of land and allow for future access to maintain underground utility lines. Pedestrian access in not applicable. The proposed lots will have equal solar access. B. Operational Characteristics: The proposed subdivision is designated for residential construction and no objectionable operation characteristic are expected. C. Buffering: No required buffering is anticipated. Land uses are similar and there are no foreseen incompatibilities because of being adjacent to a different zone district or land use. D. Materials: Appropriate materials for a residential use will be selected. 7-302 OFF- STREET PARKING AND LOADING STANDARDS A. Off-street parking will be provided as per code in a parking lot to the north of the proposed lots and access easements will be established. B. No off-street loading is required except residential standards. C. N/A D. Spaces will be provided on the same lot or adjacent to the lot the parking spaces will serve. E. N/A F. An appropriate surface will be provided for the roadway and parking areas. • G. Will comply H. Our currently design meets the county guidelines of 2 parking spaces per lot. I. N/A J. N/A K. Will comply L. Tandem parking not necessary M. The parking area will be oriented so that backing out onto a public road is not necessary. The parking spaces do require backing out onto the access roadway. Sopris Engineering deems this adequate and safe. See road waivers in section 3. N. Covered by design standards in 7-107 and road waivers 0. N/A • • 7-303. LANDSCAPING STANDARDS. The landscaping plan will comply with code standards. Plants compatible with local climate, soils, drainage and water conditions for the site will be utilized. When possible drought -resistant varieties and native plants will be utilized. Existing, healthy vegetation will be preserved as much as possible. 7-304. LIGHTING STANDARDS. Lighting will comply with code standards set forth in this section. 7-305. SNOW STORAGE STANDARDS. Snow storage will comply with standards set forth in this section. See site plan in Section 2. Adequate storage will be provided to either side of the access easement and to the east of the common parking area. A. Minimum Area. A designated area sufficient to store snow from the entire parking area shall be provided. As a general guideline, and considering the varying elevations and snowfall amounts throughout the County, it is anticipated that a minimum area equivalent to 2.5% of the total area of the required off-street parking and loading area, including access drives, shall be designated to serve as a snow storage area. 7-306. TRAIL AND WALKWAY STANDARDS. Not applicable — none proposed. DIVISION 4: SUBDIVISION STANDARDS AND DESIGN SPECIFICATIONS 7-401 GENERAL SUBDIVISION STANDARDS • Maintenance of Common Facilities. Covenants/HOA will be formed to maintain common utility lines. • Domestic Animal Control. Will comply. • Fireplaces. Will comply if solid- fuel -burning devices are utilized. • Development in Floodplain. NA. The subject property is not located in a floodplain. 7-402 SUBDIVISION LOTS • Lots Conform to Code - The newly created lots will meet zoning dimensional requirements for the "RU" Zone District. • Side Lot Line Alignment. Complies (side lot line substantially at right angles to right-of-way lines). • Lots configuration, cul-de-sacs- NA. No cul-de-sacs or unusual lots being created. • Lot division by Boundaries, Roads or Easements Prohibited- Complies. No Lots are being divided by municipal boundaries, County roads or other public rights-of-way. 7-403 SURVEY MONUMENTS The subdivision will comply with any required state or County regulations related to monuments, markers and benchmarks. 7-404 SCHOOL LAND DEDICATION C. Payment in Lieu of Dedication of Public Sites. The subject site lies within the RE -1 School District and is subject to Sections 7-404 of the County Land Use Code. A payment in lieu of land dedication is proposed. The County Land Use Code has the following land dedication standard at this time: • 1776 sqft of land required per student • Each single-family dwelling generates 0.49 students per dwelling unit. • Number of units = 3 • 3 x 0.49 = 1.47 students Land dedication Standard: 1776 sqft per student X 1.47 students = 2646 sqft (equals 0.06 acres) Formula for Fee In -lieu of dedication: Unimproved Market value of one acre of land X 0.06 acres (Land Dedication Standard x number of units) = Payment An appraisal completed on May 1St 2017 appraised the .833 acre property at $190,000. The appraised value of the parcel calculates to $228,009.12 per acre. $228,009.12 x .06 = $13,680.54 in fee in lieu of dedication. 7-405 TRAFFIC IMPACT FEES Road impact fees will be determined by current Institute of Traffic Engineers average daily trip (ADT) calculation of 9.57 ADT per residence. This proposed subdivision contains 3 single-family residential Lots for a total of 28.71 ADT. Road impact fees will be based on 28.71 ADT. 50% of road impact fees will be paid at time final plat is recorded and remainder collected when building permits are issued. SECTION 5 Utilities & Will Serve Letters Narrative Will Serve Letters • • • UTILITIES Narrative Utility: Sewer Provider: West Glenwood Springs Sanitation District Description: A main line for sewer already exists along the southern part of the property. Per West Glenwood Sanitation District it is adequate to use the main line and run three new separate lines to each lot. Utility: Electric Provider: City of Glenwood Springs Electric System Description: Electricity will come from the southeast corner of the property. It will run due north along the eastern boundary approximately 100' to a transformer. Service lines will be run to each lot from the transformer as each lot is developed. Utility: Water • Provider: City of Glenwood Springs Description: One water line will serve the 3 lots of this subdivision. The main line for the subdivision will tap into the city water main under Mountain Shadows Drive to the north. It will head south on a utility easement on the western side of the property and then make a 90° turn to the east. From this east - west water main three service lines will branch off the main to serve each lot. Per Ron Biggers at the Glenwood Springs Fire Department, the buildings on each lot will have sprinkler systems. We are currently engineering the water systems to determine line sizing. Utility: Gas Provider: Black Hills Energy Description: One main gas line serving the subdivision will tap into gas main under Mountain Shadows Drive off the street to the north of the property. It will head south along the western property line in a utility easement and then make a 90° turn to the east. From this west - east gas main there will be three service lines running to each lot. Utility: Cable/Phone Provider: Comcast Description: Comcast can provide Cable and/or phone. Cable and phone lines will be trenched and run with electrical lines. • • • West Glenwood Springs Sanitation District 51 Riverine Rd., Glenwood Springs, CO 81601 970.618.5147 ph El 970.945.0619 fx wgssanitation@gmail.com Via email david@davidrasmussendesign.com David Rasmussen David Rasmussen Design 826C Highway 133 Carbondale, CO 81623 Re: Parcel 2119-343-00-006 Mountain Shadows Dr. Can and Will Serve Dear David: The District has the capacity in its wastewater treatment plant and can and will serve the above property with 3.00 EQR for 3 single family homes with wastewater treatment service so long it is within the District subject to the following conditions: 1. The payment of all applicable tap fees (currently $6,000/EQR); and 2. Pursuant to the District's Rules and Regulations, an applicant for sewer service shall reimburse the District for all costs incurred by the District regarding the project, including, but not limited to legal and engineering review. If you have any questions, please don't hesitate to contact me. Office hours are limited so email is the best way to contact me. Or feel free to contact the Plant Superintendent, Jordan Voskuil, at 945- 6069 or 384-2487. Regards, zeee� %eeux Kelly Mullane, District Administrator cc: Jorden Voskuil @ jvwgsd@outlook.com City of Glenwood Springs Electric System April 13, 2017 David Rasmussen 826 C Hwy 133 Carbondale, CO 81623 R.E Will Serve Letter To whom it may concern, This letter is to inform you that the parcel #21193430006, located on Mountain Shadows Dr. just west of Western Hills Subdivision, is within the service territory of the Glenwood Springs Electric System. Adequate electric service to serve the proposed construction is available within the guidelines of the electric departments Rules and Regulations "Line Extension Policy" filed with and approved by the Colorado Public Utilities Commission. Sincerely, Doug Hazzard Electric Superintendent 1 • • • OD SPI Gs Ch qi April 21, 2017 . io1.1/4 Western Slope Welding LLC s Al g Managing Member: Mike Kluth i 1886 tib 388 Mountain Shadow Drive � the MOUS Glenwood Springs CO 81601 Re: Water service request Dear Mr. Kluth: The purpose of this letter is provide confirmation that the City of Glenwood Springs can and will serve your parcel of land located in West Glenwood, with domestic water service. This parcel apparently does not currently have a numerical address assigned on Mountain Shadows Drive, but for reference purposes it is located immediately westerly of and adjacent to Lot 10, Block 1 of the Western Hills Subdivision, and is further identified as Parcel Number 2119-343-00- 006 in the records of the Garfield County Assessor. Normally, water service outside the corporate limits would require a pre -annexation agreement; however, this parcel appears to be located within what was the West Glenwood Water District. When the West Glenwood Water District was dissolved in 1988, the Glenwood Springs City Council adopted Resolution # 88-3, which removed this requirement for parcels within the District as it existed on that date. Prior to final approval of the water service and associated tap, the following conditions must be met: 1. Applicant must submit an engineered plan, for the City's review and approval, indicating the proposed tap location, the tap size, curb stop box location, service lateral piping size and material. If a service manifold will be utilized, provide location, sizes, and alignments. We would need an easement to allow access and operation of any and all valves on the manifolded services. 2. If a single -tap approach is allowed for the development, Applicant must formally acknowledge that the City/private demarcation point will be at the curb stop in Mountain Shadows Drive. In addition, a legally responsible party must be identified for tnaintenance the section of service line beyond the City's shut off valve and the individual curb stops. 3. All applicable system improvements fees, as calculated by the City's Community Development Department, shall become due and payable prior the tap being made on the City's main. 4. An as -built drawing in an AutoCAD drawing file format (.dwg) of the service and associated valves shall be submitted for review and approval by the City. When you have received approval of the planning action with Garfield County, kindly contact us for the details of the actual installation and the associated fees. lfyou have any questions regarding this matter, please contact me. Sincerely, Z. C-":— iNfti--(ti 46,4 Robin Millyard Public Works Director XC: Debra Figueroa, City Manager Brad Zachman, Water Superintendent 101 WEST gm S7RIir, r, Gt.i NWOOD SPRINGS, GO 81601 (970) 384-6400 (970) 945-2597 F S WWW.CI.GI.ENWOOr-SPRLNGS.co.US ck Hs April 13, 2017 From: Matt Raper Black Hills Energy 0096 County Rd. 160 Glenwood Springs, CO 81601 970-928-0407 To: David Rasmussen David Rasmussen 345 Colorado Avenue Carbondale, CO 81601 Email: ciavid@davidrasmussendesign.com/ Kateschwerin@gmail.com Phone: Kate- 303-250-3872 RE: Mountain Shadow Drive, Glenwood Springs, CO 81601 Parcel # 211934300006 Address TBD Dear David and Kate: The above mentioned development is within the certificated service area of Black Hills Energy. Black Hills Energy has existing natural gas facilities located on or near the above mentioned project. At this time it appears that these existing facilities have adequate capacity to provide natural gas service to your project, subject to the tariffs, rules and regulations on file. Any upgrading of our facilities necessary to deliver adequate service to and within the development will be undertaken by Black Hills Energy upon completion of appropriate contractual agreements and subject to necessary governmental approvals. Please contact us with any questions regarding this project, and with a timeline of when you would like to proceed with your project. Sincerely, Matt Raper 1 Construction Coordinator 1 Black Hills Energy Matt.raper@blackhillscorp.com 1 970-928-0407 1 41! • • • comcast. April 25, 2017 Mountain Shadow Place Minor Subdivision Attn: Kate Schwerin Glenwood Springs, Colorado 81601 RE: Mt. Shadow Place Minor Glenwood Springs, Colorado Please accept this letter as confirmation that Comcast of Colorado/Florida, Inc. has the ability to provide cable service to the captioned location. The provision of service is contingent upon successful negotiations of an Agreement between the developer and Comcast Cable Communications, Inc. Should you require additional information, please contact Michael Johnson. I can be reached at (970) 930-4713 or by email at Michael johnson©cable.comcast.com Sincerely, ituA„,1) Michael Johnson Construction/Engineering Comcast Cable Communications This letter is not intended to give rise to binding obligations for either party. Any contractual relationship between the parties will be the result of formal negotiations and will only become effective upon execution of the contract by representatives of the parties authorized to enter into such agreements. During any negotiations, each party will bear its own costs and will not be responsible for any costs or expenses of the other party, unless separately agreed to in writing. 0 SECTION 6 Improvements Agreement Subdivision Improvement Agreement - DRAFT Improvement Cost Schedule • SUBDIVISION IMPROVEMENTS AGREEMENT DRAFT • • • DIVISION 5. SUBDIVISION INFORMATION. SECTION 5-01. SUBDIVISION IMPROVEMENTS AGREEMENT MINOR SUBDIVISION IMPROVEMENTS AGREEMENT THIS MINOR SUBDIVISION IMPROVEMENTS AGREEMENT (SIA) is made and entered into this — day of , by and between Clayton Homes (Owner) and the BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, acting for the County of Garfield, State of Colorado, as a body politic and corporate, directly or through its authorized representatives and agents (BOCC). Recitals Owner is the owner and developer of the Mountain Shadow Place Subdivision (the "Subdivision"), which property is depicted on the Final Plat of Mountain Shadow Place Subdivision (Final Plat or Final Plat of the Subdivision). The real property subject to this SIA is described in that Final Plat, recorded at Reception Number of the real estate records of Garfield County, Colorado and incorporated by this reference. On , 20_, the BOCC, by Resolution No. , recorded at Reception Number of the real estate records of Garfield County, Colorado and incorporated by this reference, approved a preliminary plan for the Subdivision which, among other things, would create three [single-family] [multi -family] residential Tots [and open space/common area parcels](Preliminary Plan Approval). As a condition precedent to the approval of theMnal Plat submitted to the BOCC as required by the laws of the State of Colorado and by the Garfield County Land Use and Development Code, as amended (LDDC), Owner wishes to enter into this SIA with the BOCC. Owner has agreed to execute and deliver a letter of credit or other security in a form satisfactory to the BOCC to secure and guarantee Owner's performance under this Agreement and has agreed to certain restrictions and conditions regarding the sale of properties and issuance of building permits and certificates of occupancy within the subdivision, all as more fully set forth below. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual covenants and promises contained herein, the BOCC and Owner (Parties) agree as follows: Agreement 1. FINAL PLAT APPROVAL. The BOCC hereby accepts and approves the Final Plat of the Subdivision, on the date set forth above, subject to the terms and conditions of this SIA, the Preliminary Plan Approval, and the requirements of the LUDC and any other governmental or quasi -governmental regulations applicable to the Subdivision (Final Plat Approval). Recording of the Final Plat in the records of the Garfield County Clerk and Recorder shall be in accordance with this SIA and at the time prescribed herein. 54 2. OWNERS PERFORMANCE AS TO SUBDIVISION IMPROVEMENTS. a. Completion Date/Substantial Compliance. Owner [shall cause to be constructed and installed the](has constructed and installed certain and shall cause to be constructed and installed other] subdivision improvements, [including off-site improvements,j identified in the Exhibits defined in subparagraph 2.a.i., below (Subdivision Improvements) at Owner's expense, including payment of fees required by Garfield County and/or other governmental and quasi -governmental entities with regulatory jurisdiction over the Subdivision. The Subdivision Improvements [IF REVEGETATION REQUIRED: except for revegetation,] shall be completed on or before the end of the first full year following execution of this SIA (Completion Date.), in substantial compliance with the following: i. Plans marked Approved for Construction. for all Subdivision Improvements prepared by and submitted to the BOCC on , 20 , such plans being summarized in the list of drawings attached to and made a part of this SIA by reference as Exhibit A; the estimate of cost of completion, certified by and bearing the stamp of Owner's professional engineer licensed in the State of Colorado (Owner' s Engineer), attached to and made a part of this SIA by reference as Exhibit B, which estimate shall include an additional 10% percent of the total for contingencies; and all other documentation required to be submitted along with the Final Plat under pertinent sections of the LUDC (Final Plat Documents). ii. All requirements of the Preliminary Plan Approval. iii. All laws, regulations, orders, resolutions and requirements of Garfield County and all special districts and any other governmental entity or quasi -governmental authority (ies) with jurisdiction. iv. The provisions of this SIA. b. Satisfaction of Subdivision Improvements Provisions. The BOCC agrees that if all Subdivision Improvements are constructed and installed in accordance with this paragraph 2; the record drawings have been submitted upon completion of the Subdivision Improvements, as detailed in paragraph 3(c), below; and all other requirements of this SIA have been met, then the Owner shall be deemed to have satisfied all terms and conditions of the Preliminary Plan Approval, the Final Plat Documents and the LUDDC, with respect to the installation of Subdivision Improvements, 3. SECURITY FOR SUBDIVISION IMPROVEMENTS (EXCEPT RE -VEGETATION). 1. Subdivision Improvements Letter of Credit and Substitute Collateral. As security for Owner's obligation to complete the Subdivision Improvements [IF REVEGETATION REQUIRED: other than revegetation,] Owner shall deliver to the BOCC, on or before the date of recording of the Final Plat of the Subdivision, a Letter of Credit in the form agreed to be acceptable to the BOCC, attached to and incorporated in this SIA by reference as Exhibit C (LOC) or in a form consistent with the Uniform Commercial Code, C.R.S. § 4-1-101, et seq. and approved by the BOCC. The LOC shall be in the amount of $( full estimate ), representing the full estimated cost of completing the Subdivision Improvements [andj [revegetationj, with a sufficient contingency to cover cost changes, 55 • • • unforeseen costs and other variables (not less than 10% of the estimated cost and as approved by the BOCC), [minus $( cost of completed improvements ), the cost of Subdivision Improvements already completed as of the date of execution of this SIA, i.e. $( reduced amount )}, as set forth and certified by Owner's Engineer on Exhibit a [or B- 11, if separate documents], to guarantee completion of the Subdivision Improvements. The LOC shall be valid for a minimum of six (6) months beyond the Completion Date for the Subdivision Improvements set forth in Paragraph 2.a., above. The BOCC, at its sole option, may permit the Owner to substitute collateral other than a Letter of Credit, in a form acceptable to the BOCC, for the purpose of securing the completion of the Subdivision Improvements subject of this Paragraph 3.a. 2. LOC Requirements and Plat Recording. The LOC required by this SIA shall be issued by a state or national banking institution acceptable to the BOCC. If the institution issuing the LOC is not licensed in the State of Colorado and transacting business within the State of Colorado, the LOC shall be confirmed within the meaning of the Uniform Commercial Code, Letters of Credit, 4-5-101, et seq., C.R.S., as amended, by a bank that is licensed to do business in the State of Colorado, doing business in Colorado, and acceptable to the BOCC. The LOC shall state that presentation of drafts drawn under the LOC shall be at an office of the issuer or confirmer located in the State of Colorado. The Final Plat of the Subdivision shall not be recorded until the security, described in this paragraph 3 [IFREVEGETATION REQUIRED: and the security for revegetation described in paragraph 4, below] has been received and approved by the BOCC. 3. Extension of LOC Expiration Dale. If the Completion Date, identified in paragraph 2.a., above, Is extended by a written amendment to this SIA, the time period for the validity of the LOC shall be similarly extended by the Owner. For each six (6) month extension, at the sole option of the BOCC, the face amount of the LOC shall be subject to re- certification by Owner's Engineer of the cost of completion and review by the BOCC. 4. Unenforceable LOC. Should the LOC expire or become void or unenforceable for any reason, including bankruptcy of the Owner or the financial institution issuing or confirming the LOC, prior to the BOCC's approval of Owner's Engineer's certification of completion of the Subdivision Improvements, this SIA shall become void and of no force and effect and the Final Plat shall be vacated pursuant to the terms of this SIA. 5. Partial Releases of Security. Owner may request partial releases of the LOC, and shall do so by means of submission to the Building and Planning Department of a "Written Request for Partial Release pf WC", in the form attached to and incorporated by this reference as Exhibit D, accompanied by the Owner's Engineer's stamped certificate of partial completion of improvements. The Owner's Engineer's seal shall certify that the Subdivision Improvements have been constructed in accordance with the requirements of this SIA, including all Final Plat Documents and the Preliminary Plan Approval. Owner may also request release for a portion of the security upon proof that 1) Owner has a valid contract with a public utility company regulated by the Colorado Public Utilities Commission obligating such company to install certain utility lines; and 2) Owner has paid to the utility company the cost of installation as required by the contract. The BOCC shall authorize successive releases of portions of the face amount of the LOC as portions of the Subdivision Improvements, dealt with in this Paragraph 3, are certified as complete to the BOCC by the Owner's Engineer and said certification is approved by the BOCC. 6. BOCC's Investigation. Notwithstanding the foregoing, upon submission of the Owner's 56 Written Request for Partial Release of LOC, along with Owner's Engineer's certificate of partial completion of improvements, the BOCC may review the certification and may inspect and review the Subdivision Improvements certified as complete to determine whether or not they have been constructed in compliance with relevant specifications, as follows: a. If no letter of potential deficiency is furnished to Owner by the BOCC within fifteen (15) business days of submission of Owner's Written Request for Partial Release of LOC, accompanied by Owner's Engineer's certificate of partial completion of improvements, all Subdivision Improvements certified as complete shall be deemed approved by the BOCC, and the BOCC shall authorize release of the appropriate amount of security. b. If the BOCC chooses to inspect and determines that all or a portion of the Subdivision Improvements certified as complete are not in compliance with the relevant specifications, the BOCC shall furnish a letter of potential deficiency to the Owner, within fifteen (15) business days of submission of Owner's Written Request for Partial Release of LOC, accompanied by Owner's Engineer's certificate of partial completion of improvements. c. If a letter of potential deficiency Is issued identifying a portion of the certified Subdivision Improvements as potentially deficient, then all Subdivision Improvements not identified as potentially deficient shall be deemed approved by the BOCC, and the BOCC shall authorize release of the amount of security related to the Subdivision Improvements certified as complete and not identified as potentially deficient. d. With respect to Subdivision Improvements identified as potentially deficient in a letter of potential deficiency, the BOCC shall have thirty (30) days from the date of the letter to complete the initial investigation, begun under subparagraph 3.f.ii., above, and provide written confirmation of the deficiency(ies) to the Owner. e. If the BOCC finds that the Subdivision Improvements are complete, in compliance with the relevant specifications, then the appropriate amount of security shall be authorized for release within ten (10) business days after completion of such investigation. 7. BOCC Completion of Improvements and Other Remedies. If the BOCC finds, within the thirty (30) day period of time, defined in subparagraph 3.f.iv. above, that the Subdivision Improvements are not complete, or if the BOCC determines that the Owner will not or cannot construct any or all of the Subdivision Improvements, whether or not Owner has submitted a written request for release of LOC, the BOCC may withdraw and employ from the LOC such funds as may be necessary to construct the Subdivision Improvements in accordance with the specifications, up to the face amount or remaining face amount of the LOC. In such event, the BOCC shall make a written finding regarding Owner's failure to comply with this SIA prior to requesting payment from the LOC, in accordance with the provisions of Article 13 of the LUDC. In lieu of or in addition to drawing on the LOC, the BOCC may bring an action for injunctive relief or damages for the Owner's failure to adhere to the provisions of this SIA regarding Subdivision Improvements. The BOCC shall provide the Owner a reasonable time to cure any 57 • • • identified deficiency(ies) prior to requesting payment from the LOC or filing a civil action. 8. Final Release of Security. Upon completion of all Subdivision Improvements, [!F REVEGETATION REQUIRED: other than revegetation,][IF OFF-SITE REQUIRED: and including off-site improvements,] Owner shall submit to the BOCC, through the Community Development Department: 1) record drawings bearing the stamp of Owner's Engineer certifying that all Subdivision Improvements [IF OFF-S!TE REQUIRED: including off-site improvements,] have been constructed in accordance with the requirements of this SIA, including all Final Plat Documents and the Preliminary Plan Approval, in hard copy and digital format acceptable to the BOCC; 2) copies of instruments conveying real property and other interests which Owner is obligated to convey to the Homeowner's Association of the Subdivision [or any statutory special district or other entity] at the time of Final Plat Approval [, unless escrowed in accordance with paragraph _ below]; and 3) a Written Request for Final Release of LOC, in the form attached to and incorporated herein as Exhibit E, along with Owner's Engineer's stamp and certificate of final completion of improvements. a. The BOCC shall authorize a final release of the LOC after the Subdivision Improvements are certified as final to the BOCC by the Owner's Engineer and said final certification is approved by the BOCC. If the BOCC finds that the Subdivision Improvements are complete, in accordance with the relevant specifications, the BOCC shall authorize release of the final amount of security, within len (10) business days following submission of the Owner's Written Request for Final Release of LOC accompanied by the other documents required by this paragraph 3.h. b. Notwithstanding the foregoing, upon Owner's Written Request for Final Release of LOC, accompanied by Owner's Engineer's certificate of final completion of improvements, the BOCC may inspect and review the Subdivision Improvements certified as complete. If the BOCC does so review and inspect, the process contained in paragraph 3.f., above, shall be followed. c. If the BOCC finds that the Subdivision Improvements are complete, in accordance with the relevant specifications, the BOCC shall authorize final release of security within ten (10) days after completion of such investigation. d. If the BOCC finds that the Subdivision Improvements are not complete, in accordance with the relevant specifications, the BOCC may complete remaining Subdivision Improvements, or institute court action in accordance with the process outlined in paragraph 3.g., above. 4. SECURITY FOR REVEGETATION (If Required). 1. Revegetation LOC and Substitute Collateral. [$ of the face amount of the LOC, specified in Paragraph 3a above, shall be allocated to revegetation of disturbed areas within the Subdivision (Revegetation LOC), the cost for which is detailed as a subdivision improvement in Exhibit B.] [Revegetation of disturbed areas in the Subdivision, the costs for which is detailed as a subdivision improvement in Exhibit B, shall be secured by delivery of a Letter of Credit from the Owner to the BOCC in the 58 • form agreed to be acceptable to the BOCC, attached to and incorporated in this SIA by reference as Exhibit C4 (Revegetation LOC).] The Revegetation LOC shall be valid for a minimum of two (2) years following recording of the Final Plat. The BOCC, at its sole option may permit the Owner to substitute collateral other than a Letter of Credit, in a form acceptable to the BOCC, for the purpose of securing the completion of revegetation. 2. Revegetation LOC General Provisions. The provisions of paragraphs 3.b., 3.c. and 3.d., above, dealing with Letter of Credit requirements, extension of expiration dates, increase in face amounts, plat recording and plat vacating shall apply to the Revegetation LOC. 3. Revegetation Review and Notice of Deficiency. Upon establishment of revegetation, the Owner shall request review of the revegetation work by the Garfield County Vegetation Management Department, by telephone or in writing. Such review shall be for the purpose of verification of success of revegetation and reclamation in accordance with the Garfield County Weed Management Plan 2000, adopted by Resolution No. 2002-94 and recorded in the Office of the Garfield County Clerk and Recorder as Reception No. 580572, as amended, and the revegetation/reclamation plan.titled and dated for the Subdivision submitted (as part of the Final Plat Documents] [for Preliminary Plan Approval]. If the Vegetation Management Department refuses approval and provides written notice of deficiency(ies), the Owner shall cure such deficiency(ies) by further revegetation efforts, approved by the Vegetation Management Department, as such efforts may be instituted within the two (?) years following recording of the Final Plat. 4. Single Request for Release of Revegetation LOC. Following receipt of written approval of the Vegetation Management Department, the Owner may request release of the Revegetation LOC and shall do so by means of submission to the BOCC, through the Building and Planning Department, of a Written Request for Release of Revegetation LOC, in the form attached to and incorporated herein by reference as Exhibit F, along with certification of completion by the Owner, or Owner's agent with knowledge, and a copy of the written approval of the Vegetation Management Department. It is specifically understood by the parties that the Revegetation LOC Is not subject to successive partial releases, as authorized in paragraph 3.e., above. Further, the Revegetation LOC and the BOCC's associated rights to withdraw funds and bring a court action may survive final release of the LOC securing other Subdivision Improvements, defined in paragraph 3.a., above. 5. BOCC's Completion of Revegetation and Other Remedies. If Owner's revegetation efforts are deemed by the BOCC to be unsuccessful, in the sole opinion of the BOCC upon the recommendation of the Vegetation Management Department, or if the BOCC determines that the Owner will not or cannot complete revegetation, the BOCC, in its discretion, may withdraw and employ from the Revegetation LOC such funds as may be necessary to carry out the revegetation work, up to the face amount of the Revegetation LOC. In lieu of or in addition to drawing on the Revegetation LOC, the BOCC may bring an action for injunctive relief or damages for the Owner's failure to adhere to the provisions of this SIA related to revegetation. The BOCC shall provide the Owner a reasonable time to cure any identified deficiency prior to requesting payment from the Revegetation LOC or filing a civil action. 5. WATER SUPPLY [AND WASTEWATER COLLECTION]. As stated in paragraph 13, below, prior to 59 • issuance by the BOCC of any certificates of occupancy for any residences or other habitable structures constructed within the Subdivision, Owner shall install, connect and make operable a water supply and distribution system for potable water [, fire protection][non-potable irrigation water][and a wastewater/sewer collection system] in accordance with approved plans and specifications. All easements and rights-of-way necessary for installation, operation, service and maintenance of such water supply and distribution system(s) [and wastewater collection system] shall be as shown on the Final Plat. Owner shall deposit with the Garfield County Clerk and Recorder executed originals of the instruments of conveyance for easements appurtenant to the water [and wastewater] system(s), for recordation following recording of the Final Plat and this SIA. All facilities and equipment contained within the water supply [and wastewater collection] system(s) shall be transferred by Owner to the Homeowner's Association of the Subdivision [Special District(s)] [municipality] by bill of sale. If a third party water [or sewer] service entity requires warranty of the system(s), Owner shall provide proof to the BOCC that such warranty is in effect and, if necessary, has been assigned. 6. PUBLIC ROADS. All roads within the Subdivision shall be dedicated by the Owner to the public as public rights-of-way and shall be accepted by the BOCC, on behalf of the public, on the face of the Final Plat. The Homeowner's Association of the Subdivision shall be solely responsible for the maintenance, repair and upkeep of said rights-of-way, including the traveled surface of the roadways and portions of the rights-of-way outside of the traveled surface. The BOCC shall not be obligated to maintain any road rights-of-way within the Subdivision. [Private access easements for the use of single lots, if any, are depicted as such on the Final Plat.] IF PRIVATE ROADS HAVE BEEN APPROVED, SEE ALTERNATE PARAGRAPH. 7. PUBLIC UTILITY RIGHTS-OF-WAY. Whether or not utility easements exist elsewhere in the Subdivision, all road rights-of-way within the Subdivision shall contain rights-of-way for installation and maintenance of utilities. Public utility easements shall be dedicated by the Owner to the public utilities on the face of the Final Plat, subject to the Garfield County Road and Right -of -Way Use Regulations, recorded as Reception No. 643477, in the records of the Garfield County Clerk and Recorder, as amended. The Homeowner's Association of the Subdivision shall be solely responsible for the maintenance, repair and upkeep of said public utility easements, unless otherwise agreed to with the public utility company(ies). The BOCC shall not be obligated for the maintenance, repair and upkeep of any utility easement within the Subdivision. In the event a utility company, whether publicly or privately owned, requires conveyance of the easements dedicated on the face of the Final Plat by separate document, Owner shall execute and record the required conveyance documents. 8. CONVEYANCE OF OPEN SPACE. The common open space parcel(s) identified on the Final Plat of the Subdivision shall be conveyed by Owner to the Homeowner's Association at the time of Final Plat Approval. Owner shall deposit with the Garfield County Clerk and Recorder executed original(s) of the instruments) of conveyance for recordation following recording of the Final Plat and this SIA. ALTERNATE ESCROW PARAGRAPH. [If not conveyed at the time of recording of the Final Plat, Owner shall execute and deliver into escrow document(s) conveying the common open space parcel(s) [easement(s), greenbelt(s), park(s)], shown on the Final Plat to the Homeowner's Association. The documents shall be deposited pursuant to the escrow agreement, to be executed by the Owner, the BOCC and escrow agent (Escrow Agreement), attached to and made a part of this SIA by reference as Exhibit . Owner Owner shall deliver to the BOCC a copy of the fully executed and recorded Escrow Agreement within a reasonable time following execution of this SIA. The special instructions of the Escrow Agreement shall provide: 60 1. the Escrow Agent shall hold the conveyance documents until the earlier of: a) receipt of a written notice signed only by Owner notifying escrow agent that the work required of the Owner in this SIA has been completed and approved as complete by the BOCC; or b) receipt of a written notice signed only by the BOCC stating that Owner has failed to comply with the terms and conditions of this SIA; or c} the Completion Date for Subdivision Improvements, specified in paragraph 2, above, or as extended in accordance with paragraph _ of this SIA; and 2. upon the first to occur of the foregoing events, the escrow agent shall cause the conveyance documents to be recorded in the records of the Garfield County Clerk and Recorder.] 9. INDEMNITY. The Owner shall indemnify and hold the BOCC harmless and defend the BOCC from all claims which may arise as a result of the Owner's installation of the Subdivision Improvements [including off-site improvements and revegetation] and any other agreement or obligation of Owner, related to development of the Subdivision, required pursuant to this SIA. The Owner, however, does not indemnify the BOCC for claims made asserting that the standards imposed by the BOCC are improper or the cause of the injury asserted, or from claims which may arise from the negligent acts or omissions of the BOCC or its employees. The BOCC shall notify the Owner of receipt by the BOCC of a notice of claim or a notice of intent to sue, and the BOCC shall afford the Owner the option of defending any such claim or action. Failure to notify and provide such written option to the Owner shall extinguish the BOCC's rights under this paragraph. Nothing in this paragraph shall be construed to constitute a waiver of governmental immunity granted to the BOCC by Colorado statutes and case law. 10. ROAD IMPACT FEE. Pursuant to the Garfield County subdivision regulations, a Road Impact fee of ($ ) has been established for the residential units within the Subdivision. Owner shall pay fifty percent (50%), i.e., ($ ) of the Road Impact Fee to the Garfield County Treasurer at or prior to the time of recording of the Final Plat. The remaining 50%, i.e., ($ ), will be collected pro rata (i.e. $ ) from each lot owner at the time a building permit Issues for a residence within the Subdivision. IF NO ROAD IMPACT FEE I5 DUE BECAUSE OF OWNER'S OBLIGATION TO MAKE OFF-SITE ROAD IMPROVEMENTS TO A COUNTY ROAD, SEE ALTERNATE PARAGRAPH. 11. FEES IN LIEU OF DEDICATION OF SCHOOL LAND. Owner shall make a cash deposit in lieu of dedicating land to the School District, calculated in accordance with the LUDC and the requirements of state law. The Owner and the BOCC acknowledge and agree that the cash in lieu payment for the Subdivision is calculated as follows: [for the RE -2 School District, $200.00 per unit] [for Parachute 16 School District, $200.00 per unit] [for the RE -1 School District: Unimproved per acre market value of land, based upon an appraisal submitted to the BOCC by Owner, i.e. $ ; and Land dedication standard: single-family dwelling units x acres [ multi -family dwelling units x acres] equals acres.] The Owner, therefore, shall pay to the Garfield County Treasurer, at or prior to the time of recording of the Final Plat, ($ ) as a payment in lieu of dedication of land to the School District. Said fee shall be transferred by the BOCC to the school district in accordance with the provisions of 30-28-133, C.R.S., as amended, and the LUDC. 61 The Owner agrees that it is obligated to pay the above -stated fee, accepts such obligations, and waives any claim that Owner is not required to pay the cash in lieu of land dedication fee. The Owner agrees that Owner will not claim, nor is Owner entitled to claim, subsequent to recording of the Final Plat of the Subdivision, a reimbursement of the fee in lieu of land dedication to the School District. 12. SALE OF LOTS. No lots, tracts, or parcels within the Subdivision may be separately conveyed prior to recording of the Final Plat in the records of the Garfield County Clerk and Recorder. 13. BUILDING PERMITS AND CERTIFICATES OF OCCUPANCY. As one remedy for breach of this SIA, the BOCC may withhold issuance of building permits for any residence or other habitable structure to be constructed within the Subdivision. Further, no building permit shall be issued unless the Owner demonstrates to the satisfaction of the Fire Protection District (District), if the Fire District has so required, that there is adequate water available to the construction site for the District's purposes [and all applicable District fees have been paid to the District]. No certificates of occupancy shall issue for any habitable building or structure, including residences, within the Subdivision until all Subdivision Improvements [, except revegetation][and including off-site improvements,] have been completed and are operational as required by this SIA. [If applicable, Owner shall provide the purchaser of a lot, prior to conveyance of the lot, a signed copy of a form in substantially the same form as that attached to and incorporated herein by reference as Exhibit concerning the restrictions upon issuance of building permits and certificates of occupancy detailed in this SIA.] 14. CONSENT TO VACATE PLAT. In the event the Owner fails to comply with the terms of this SIA, the BOCC shall have the ability to vacate the Final Plat as it pertains to any lots for which building permits have not been issued. As to lots for which building permits have been issued, the Plat shall not be vacated and shall remain valid. in such event, the Owner shall provide the BOCC a plat, suitable for recording, showing the location by surveyed legal description of any portion of the Final Plat so vacated by action of the BOCC. If such a Plat is not signed by the BOCC and recorded, or if such Plat is not provided by the Owner, the BOCC may vacate the Final Plat, or portions thereof, by resolution. [It is specifically agreed that this paragraph _ applies to the Subdivision as a multi -phased project and, therefore, in the event the BOCC vacates the Final Plat as to the Subdivision, subject of this SIA, the BOCC may also withhold approval of a proposed final plat for a future phase, if Subdivision Improvements [, including off-site improvements,] [and revegetation,1 covered by this SIA are not completely installed and operable.] 15. ENFORCEMENT. In addition to any rights provided by Colorado statute, the withholding of building permits and certificates of occupancy, provided for in paragraph 13, above, the provisions for release of security, detailed in paragraph 3, above, and the provisions for plat vacation, detailed In paragraph 14, above, it is mutually agreed by the BOCC and the Owner, that the BOCC, without making an election of remedies, and any purchaser of any lot within the Subdivision shall have the authority to bring an action in the Garfield County District Court to compel enforcement of this SIA. Nothing in this SIA, however, shall be interpreted to require the BOCC to bring an action for enforcement or to withhold permits or certificates or to withdraw unused security or to vacate the Final Plat or a portion thereof, nor shall this paragraph or any other provision of this SIA be interpreted to permit the purchaser of a lot to file an action against the BOCC. 62 • 16. NOTICE BY RECORDATION. This SIA shall be recorded in the Office of the Garfield County Clerk and Recorder and shall be a covenant running with title to all lots, tracts and parcels within the Subdivision. Such recording shall constitute notice to prospective purchasers and other interested persons as to the terms and provisions of this SIA. 17. SUCCESSORS AND ASSIGNS. The obligations and rights contained herein shall be binding upon and inure to the benefit of the successors and assigns of the Owner and the BOCC. 18. CONTRACT ADMINISTRATION AND NOTICE PROVISIONS. The representatives of the Owner and the BOCC, identified below, are authorized as contract administrators and notice recipients. Notices required or permitted by this SIA shall be in writing and shall be effective upon the date of delivery, or attempted delivery if delivery is refused. Delivery shall be made in person, by certified return receipt requested U.S. Mail, receipted delivery service, or facsimile transmission, addressed to the authorized representatives of the BOCC and the Owner at the address or facsimile number set forth below: Owner: w/copy to, BOCC: Board of County Commissioners of Garfield County, Colorado c/o Community Development Director 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970) 945-8212 Fax: (970) 384-3470 19. AMENDMENT AND SUBSTITUTION OF SECURITY. This SIA may be modified, but only in writing signed by the parties hereto, as their interests then appear. Any such amendment, including, by way of example, extension of the Completion Date, substitution of the form of security, or approval of a change in the identity of the security provider/issuer, shall be considered by the BOCC at a scheduled public meeting. If such an amendment includes a change in the identity of the provider/issuer of security, due to a conveyance of the Subdivision by the Owner to a successor in interest, Owner shall provide a copy of the recorded assignment document(s) to the BOCC, along with the original security instrument. Notwithstanding the foregoing, the parties may change the identification of notice recipients and contract administrators and the contact information provided in paragraph 18, above, in accordance with the provisions of that paragraph and without formal amendment of this SIA and without consideration at a BOCC meeting. 20. COUNTERPARTS. This SIA may be executed in counterparts, each of which shall be deemed an original, and all of which, when taken together, shall be deemed one and the same instrument. G3 21. VENUE AND JURISDICTION. Venue and jurisdiction for any cause arising out of or related to this SIA shall lie with the District Court of Garfield County, Colorado, and this SIA shall be construed according to the laws of the State of Colorado. IN WITNESS WHEREOF, the parties have signed this SIA to be effective upon the date of Final Plat Approval for the Subdivision. BOARD OF COUNTY COMMISSIONERS ATTEST: OF GARFIELD COUNTY, COLORADO By: Clerk to the Board Chairman Date: OWNER By: (Name and Title) Date: STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) Subscribed and sworn to before me by , an authorized representative of Owner of the Subdivision, this _ day of , 200. WITNESS my hand and official seal. My commission expires: Notary Public 64 • MOUNTAIN SHADOW SUBDMSION SE Job IY 17076 MAY 17TH, 2017 IMPROVEMENT COSTS Engineers Opinion of Probable Costs ITEM LNATURE OF WORK QUANTITY UNIT UMT COST ITEM JO8 ERALL SITE M1 MOBILIZATION JOB LSI $ 10,000.00 $ 2,000.00 )L42 JTRAFFIC CONTROL LS $ 1,000.00 5 1,000.00 SUBTO AL OV RALL S17E. 5 3.000-00 UTILITY IMPROVEMENTS 01 476' TAPPING SLEEVE AND VALVE 1 EACH $ 3,500.00 $ 3,500.00 U2 4' DW 220 LF $ 35.00 $ 7,700.00 04 1 112" WATER SERVICES 3 LF 5 1,000.00 5 3,000.00 05 SEWER SERVICES 2 EACH 5 1,500.00 $ 3,000.00 U6 ELECTRICAL IMPROVEMENTS (ESTIMATE PROVIDED BY GWS ELECTRIC) 1 LS $ 7,240.96 8 7,240.96 SUBTOTAL WATER= 24,44&46 CML FEES C1 CONSTRUCTION SURVEY, CONSTRUCTION OBSERVATION, TESTING AND AS-BUILTS I 1 1 LSI 5 5,000.00 8 5,000.00 SUBTOTAL CML FEES S 5,000.00 SUB TOTAL 8 32,440.96 S% CONTINGENCY $ 3,406.30 TOTAL $ 35,647.26 Note: This opinion of probable cost was prepared for budget purposes only. Sopris Engineering, LLC. cannot be held responsible for variances from this estimate as actual cost may vary due to bid and market fluctuations. 16219 WATERLINE EXT • • GLENWOOD SPRINGS ELECTRIC SYSTEM ESTIMATE: April 7, 2017 David Rasmussen 111 L'i:ei�i o mat ! corn Mountain Shadows Proposed work: Underground Line Extension Material: 1,178.00 Material Salvaged: 0.00 Transformer and Switchgear: 1,709.24 Transformer and Switchgear Salvaged: 0.00 10% Stores Expense: 288.72 3,175.96 Labor: 2,560.00 30% Labor Fringes: 768.00 3,328,00 Miscellaneous Expenses: Electric Dpeartment Equipment 10% Stores Expense: Total Estimate: 670.00 0.00 0.00 0.00 0.00 0.00 0.00 67.00 737.00 7,240.96 Any questions concerning this estimate should be directed to Doug Hazzard, Electric Department Supertintendent at 970-384-6353 or doug.hazzard@cogs.us. Please make remittance payable to: Glenwood Springs Electric System Attn: Finance Department 101 West 8th Street Glenwood Springs, CO 81601 2301 WULFSOHN ROAD * GLENWOOD SPRINGS, COLORADO 81601 * PH: 970-384-6352 * FAX: 970-945-5521 34;42 ALL Work Grdera Print. Electric System Accepted 0 Unaccepted WO's Page 1 Work Older Printout chery Work Order: 04/07/17 R Input by: chery Requested by: DOUG HAZZARD input tate: 04/07/17 Last. Trans Date: 04/07/17 Est Compi, Date: 05/07/17 Description: DAVID RASMUSS'IN-STN SNADOW0 Accepted: no Department: ELECTRIC UNDERGROUND LINE EXTENSION Job No: 40717 whse Stock Item. Stock "item Sell .'<•.dr Code Description DOM Unit Price 9st Qty Sot. Cost Apt City Act. Cost 1 51500-02500 Trans 1ph 25 kva 4w/1f ea 1,709.24 1.0000 1,709.24 .0000 .00 120/240 t 54600-30300 3" pvc Pipe N/Cplg 5che ft. 0.98 150.0000 147.00 .0000 .00 .. 1 52170-215;00 Vault Fiber, .Nordic 37x4 ea 238.11 1.0000 238.11 .0000 .00 54600--.39000 l" pvc 90 Degree Elbow S ea 6.04 1..0000 6,04 .0000 .00 54600-34500 3" pvc 45 Degree Elbow S ea 5.25 1.0000 5.25 .0000 .00 14.500-02400 ground rod ea 9.74 2.0000 19.48 .0000 .00 14500-02500 .clamp ground rod ea 3.41 2.0000 1.62 .0000 .00 1 14500-02700 trams bonding bolt ea 3.45 2.0000 G.98 .0000 .00 1 50500-06000 conn bik 3 350 4 bolt mo ea 7,08 3.0000 21,24 .0000 .00 31 13500-00000 Flagg Terminator bracket ea 39.71 1.0000 39.71 .0000 .00 11000-00200 rutour. lbu 7.00 amp with ea 142.15 1.0000 142.15 .0000 .00 ._ -. 10500-00100 10kV Riser Arrester es 35.11 1.0000 35.11 .0000 .00 l.-{ _ 15000-01000 clamp hot Line a - 1/0 1 ea 8.21 2.0030 16.42 .0000 .00 15 15000--01500 ,rirrup hot line 6 - 2/0 ea 9.18 1.0000 9.18 .0000 .00 i 51000-05500 1/0..4/0 3M Cold Shrink ea 54,08 1.0000 54.08 .0000 .00 i 53000-03500 UG cable 1/0 15kv 22041 p ft 2.23 150.0000 334.50 .0000 .00 77 i 50000-07.500 10 brk elbow 200a 1/0 22 ea 36.22 1.0000 366.22. .0000 .00 r8 1 50000-07000 iiIsU1 cap 15kv 200a w/dr ea 20.38 1.0000 20.36 .0000 .00 i.9 1 19000-006(71) conn comp 6 Fol -2 str cu ea 0.78 1.0100 2.34 .0000 .00 1 21500-00500 fuse link 0 amp s ea 2.81 1.0000 2.81 .0000 .00 1 12000-56100 bolt machine 5/8 x l0 ea 1.01 2.0000 2.02 .0000 .00 13 1 11000-58100 bolt: eye oval.! i/8 x 10 ea 2.87 1.0000 2.87 .0003 .00 50500..02200 cable support yrina 1/0 ea 17.37 1.0000 17,37 .0000 .00 1.. tnru 1.25 ., . 51000-05800 MA -4 Mounting Bracket eel 11.92 1.0000 11.92 .0003 .00 2400022 Wire Puller hr 20.00 2.0000 40.00 .0000 .00 Hourly Rate 84 2400018 Auger / Doom Truck hr 90.00 2.0000 180.00 .0000 .00 Hourly Rate 89 2400019 Trailers hr 25.00 2.0000 50.00 .0000 .00 Hourly Rate 02 2.40001.0 Service Truck hr 25.00 16.0000 400.00 .0000 .00 )iourLy Rate. 63 2300034 LABOR - FOUR MAlI CREW HR 160.00 16.0000 2,060.00 .0000 .00 369.0000 6,1.1.7.24 .0000 .00 • • • • • r SECTION 7 Miscellaneous Documents Legal Access Letter from Glenwood Springs Fire Dept. Comprehensive Plan Email G. Ricehill Title Commitment Tax Document Mineral Rights Search Covenants - DRAFT Appraisal Property Owners within 200 feet Photos of the Property Book 359 Page 578 „r. LEGAL ACCESS Rooniedek/2 (Mock— Reeption No.226479 Chas. S. Keegan Recordim THIS DEED, Made this 27th day of *July in the year of our Lord ono thousand nine hundred and Sixty—four "between JAMES V. MINOR, JR. *of the County d and State of Colorado, of the first part, and GEORGE J. PETRE and ROBERT S. ZIMMERMAN, doing business as GLENWOOD INVESTMENT CO. of the County of Garfield end State of Colorado, of the second part: WITNESSETII, That the said part y of the first part, for and iw consideration of the sum of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION ill&WWWx to the said part y of the first part M hand paid by the Said part ies af the second part, the receipt whereof is hereby confessed and acknowledged, hs s rrantcd, bargained, sold and conveyed, and by these presents do e s grant, bargain, sell, convey and confirm, unto the sai3 midis s of the second part, the i r heirs and assigns forever, all the following described lot or parcel of land, eituatc, lying and being in the County of Garfield and State of Colorado, to -wit: A tract of land situate in the SE 1/4 SW 1/4 of Section 34, Township 5 South, Range 89 West of the Sixth P. M. and described as; Beginning at a point on the northerly line of said SE 1/4 SW 1/4 a distance of 150 feet easterly of the Northwest corner of said SE 1/4.SW 1/4 thence easterly along the northerly line of said SE 1/4 SW 1/4 a distance of 150 feet; thence South 0°10' East and parallel to the westerly line of said SE 1/4 SW 1/4 a distance of 1048.94 feet; thence South 67°05' West a distance of 37.07 feet; thence South 55°23' West a distance of 45.75 feet; thence South 71°42' West a distance of 49.72 feet; thence South 54°08' West a distance of 37.98 feet and thence North 0°10' West and parallel to the westerly boundary of said SE 1/4 SW 1/4 a distance of 1126.66 feet to the point of beginning. This conveyance is subject to the restrictions set out in that certain deed recorded as Doc. No. 210934, in Book 329 at Page 558 of the records in the office of the Clerk and Recorder of Garfield County, Colorado. Reserving to the prantor an easement or ripht of way for road ourposes thirty feet in width across the above described property as the same is now situate and in use, being a continu-N ation of the street as platted in the Western Hills Subdivision between Lots 1 and 10 in Block 10 of said Subdivision. Said reser- vation is also made for utilities. Description of original legal access Reserving to the grantor an easement or right of way for road Purposes thirty feet in width across the above described property as the same is now situate and in use, being a continu- ation of the street as platted in the Western Hills Subdivision between Lots 1 and 10 in Block 10 of said Subdivision. Said reser- vation is also made for utiaities. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the catato, right, title, interest, claim and demand whatsoever of the said part y of the first pert, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. No. 463, WARRANTY DEED—For PhotOo.*phi. .—aroottori-Itobias Pristine COM 1501-10 Sto.ot Slovot, Amoco, Colorado 1077 04/03/2015 09'4 AM Page 1 o 2 Jean Albert .o, Garfield County. Colorado ec Fee, $16.00 Doc Fee: $0.00 eRecorded` THIS DEED )s dated the (whether one, Or nlore tt Mike Kiuth LEGAL ACCESS See page 2 of this deed SPECIAL WARRANTY DEED a day of April, 2015, and is made between the "C.ranter"` of the County of Garb efri artcl.Slate of Colorado and Western Slope Welding, LLC; a Colorado Ilmlted liability company {,whether or ,, nr more.: than one), the "Grantee", whose legal address is 03E8 Mountain Shadow Drive, Glenwood Springs, CO 81601 of the County of Garfield and State of Colorado. WITNESS, that the Grantor. fur and in consideration of the sum of Ton dollars and other good and valuable consideration`( $10.00 ), the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, crnveys and confirms ,unto the Grantee and the Grantee's heirs arid assigns forever, all the teat property, together with any mp ovements Itltreon, located in the County of Carl ald and State of Colorado described as follows: See Exhibit "A" attached hereto and made a part horeof also known by street address as: T130 Mountain Shallow Drive Glenwood Springs, CO 81601 TOGETHER with all and 'singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and opp0rlenances, TO HAVE AND TO HOLD the said, premises above bargained and described, with the appurtenances onto the; Grantee, and the Grantee's heirs and assigns forever, The Grantor, for the Grantor arid the Grantor's hens and assigns, dons r ovenant, grant, bargain, and agree that the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, twt not any adjoining vatalt©d streat or alley, if any, In the quiet and peaceable possession of the Grantee and the heirs €tnst assigns of the Grantee, against all and every person or persons claimGig the whole or any part thereof.,by, through, nr under the imolai excxapt and subject to: 2015 and all subsequent years, restrictions, reservations, covenants, easements and rights-of-wayof �y. IN WITNESS WHEREOF, the GranIpr has executed thts deed on the date set forth above. e NEVADA R: NUNTE NOTARY PUBUC STATE OF COLORADO NOTARY ID 20144041060 WY C01116103S1014 E%pi1ES OCTOBER 22. 20t6 a. pr , 2015 i?;; Notary Public Neva My Commission expires L31 2 561077 04/03/2015 09:43:39 AM Page 2 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: $16.00 Doc Fee: $0.00 eRecorded EXHIBIT "A" LEGAL DESCRIPTION LEGAL ACCESS A tract of land situated in the SE1/4SW1/4. Section 34, Township 5 South, Range 89 West of the 6th P.M. described as beginning at a point whence the witness comer for the South Quarter corner of said Section 34 bears S. 65°15'46" East a distance of 1,118.085 feet; thence S, 0°06' East parallel to the West line of said SE1/4SW1/4 a distance of 225.39 feet, thence S. 65°05' West a distance of 37.07 feet, thence S. 55°23'W. a distance of 45.75 feet; thence S. 71°42' West a distance of 49.72 feet; thence S. 54°08' West a distance of 37.98 feet; thence N. 0°06' West parallel to the West line of said SE1/4SW1/4 a distance of 265.91 feet; thence N. 77°35' East a distance of 130.89 feet; thence N. 66°24' East a distance of 24.03 feet to the point of beginning. TOGETHER with an Easement or Right of Way for roadway purposes over and across a tract of land being 30 feet in width and being that amount South of the above described tract of land which Easement or Right of Way Is described as follows: Beginning at a point whence the wetness corner of the South Quarter corner of Section 34, 'township 5 South, Range 89 West of the Sixth Principal Meridian bears S. 65°15'46" East 1,118 085 feet; thence S. 66°24' West 24.03 feet; thence S. 77°35' West, a distance of 130.89 feet; thence N, 0°06' West, a distance of 30.71 feet; thence N. 77°35' East, a distance of 121.40 feet; thence N. 66°24' East, a distance of 34.14 feet; thence S. 0°06' East, a distance of 32.71 feet to a point of beginning. County of Garfield, State of Colorado This is the legal description for access on the latest deed of record. The word "South" is inaccurate. See Section 3 — Road Waiver for a comprehensive description of legal access. FIRE DEPARMENT EMAIL 4/21/2017 Gmail - alternate site plan •M ail • • alternate site plan Gary Tillotson <gary.tillotson@cogs.us> To: David Rasmussen <david@davidrasmussendesign.com> Cc: Ron Biggers <ron.biggers@cogs.us> Hi David, David Rasmussen <yurtsteacl@gmail.com> Fri, Apr 21, 2017 at 12:43 PM This email is being sent as confirmation that we have discussed several options regarding the development of the three lot subdivision on Mountain Shadows Drive. As we discussed, the access to the properties is challenging, and we will therefore be requiring sprinklers in the buildings and an all-weather access road with a twenty foot driving surface at no more than 10% grade. We will also require a turnaround area at or near the end of the road. The road and turn area should have auto -turn analysis run on them for one of our Piece Dash engines. We are willing to accept the existing fire hydrant on Mountain Shadows as sufficient for the development given the other requirements are met. Thank you for working so closely with us during your planning of this project. Best regards, Gary Tillotson, Fire Chief Glenwood Springs Fire Department (970) 384-6430 From: yurtstead@gmail.com [mailto:yurtstead@gmail.com] On Behalf Of David Rasmussen Sent: Wednesday, April 19, 2017 4:38 PM To: Gary Tillotson Subject: alternate site plan DAVID RASMUSSEN DESIGN inc VR CABINETMAKERS 826 c hwy 133 https://mail. google.com/mail/u/0/?ui=2&ik=4bbfd4457b&view=pt&msg=15b91 d3a4r32e 14e&search=inbox&siml=15b91 d3a4f32e 14e 1/2 EMAIL FROM GRETCHEN RICEHILL Acting Director of GWS Community Development Department 4/16/2017 Gmail - site plans rnai' site plans Gretchen E Ricehill <gretchen.ricehill@cogs.us> To: David Rasmussen<david@davidrasmussendesign.com> David David Rasmussen <yurtstead@gmail.com> Thu, Mar 30, 2017 at 1:56 PM From a land use standpoint (relating to the City's Comprehensive Plan), your proposal to subdivide the parcel and construct a duplex on each lot, or to construct two duplexes and one single family home complies with the "single family" land use classification of this property. The "single family" designation is defined as "....cornprised primarily of single-family detached homes and duplexes on a variety of lot sizes..." (p28). Regarding water — the city's water line is located in Mountain Shadows Drive, as we discussed previously. You have the ability to connect to this line and you will be charged system improvement fees at the same rate of in -city customers. We can provide a rough estimate of these fees but would have to first know the number of bedrooms in each unit and the approximate square footages of each unit. For specific questions regarding the physical connection to the city's line, please contact Brad Zachman, water/wastewater superintendent at 384-6388 or via email to Brad.Zachman@cogs.us. Let me know if you have questions. Gretchen From: yurtstead@grnail.com [mailto:yurtstead@gmail.com] On Behalf Of David Rasmussen Sent: Wednesday, March 29, 2017 9:39 AM To: Gretchen E Ricehill <gretchen.ricehill@cogs.us> Cc: Kate Schwerin <Kateschwerin@gmail.com> Subject: site plans Hi Gretchen, Nice talking to you. Here are the old site plans. We would like to subdivide into 3 lots as approximately shown and put 3 single story duplexes on the lots. If 3 duplexes aren't possible, our next choice would be 2 duplexes and one single family home. Looking forward to hearing back from you. Thank you, David haps: //mai I. google.com/mail/u/0/7u i=2&i k=4bbfd4457b&view=pt&msg=15b20ebecbca 1 a85&q=gretchen. rieehi I1 %40cogs. us&qs=t rue&search=query&sim1=15b20cla.. 1/2 i and Title CUA1#.dl NT F E COMPANY Customer Distribution Our Order Number: GW63011767-3 Date: 05-03-2017 Property Address: TBD MOUNTAIN SHADOWS DRIVE, GLENWOOD SPRINGS, CO 81601 For Closing Assistance Becky Blanchard 901 GRAND AVENUE #202 GLENWOOD SPRINGS, CO 81601 970-945-2610 (phone) 800-318-8206 (fax) bblanchard@ltgc.com Company License: C044565 Contact License: C030323 Closers Assistant MARY WHITWORTH 901 GRAND AVENUE #202 GLENWOOD SPRINGS, CO 81601 970-945-2610 (phone) 800-318-8206 (fax) mwhitworth@ltgc.com For Title Assistance TITLE DEPARTMENT 901 GRAND AVENUE #202 GLENWOOD SPRINGS, CO 81601 970-945-2610 (phone) 970-945-4784 (fax) glenwoodresponse@ltgc.com PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS BuyerlBorrower DAVID SCOTT RASMUSSEN Delivered via: Electronic Mail Seller/Owner WESTERN SLOPE WELDING LLC Delivered via: Delivered by Realtor Agent for Seller MASON & MORSE RANCH COMPANY Attention: ERIN BASSETT 1614 GRAND AVE #A GLENWOOD SPRINGS, CO 81601 970-928-7100 (work) ebassett@masonmorse.com Delivered via: Undetermined Agent for Buyer BOWDEN PROPERTIES Attention: HOLLY BUELL 625 E MAIN ST 102 A ASPEN, CO 81611 970-544-2000 (work) hollymbuell@gmail.com Delivered via: Undetermined Land Title GUA PA.srrt-f. COMPANY Land Title Guarantee Company Estimate of Title Fees Order Number: GW63011767-3 Date: 05-03-2017 Property Address: TBD MOUNTAIN SHADOWS DRIVE, GLENWOOD SPRINGS, CO 81601 Buyer/Borrower: DAVID SCOTT RASMUSSEN Seller: WESTERN SLOPE WELDING, LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's website at www.ltgc.com for directions to any of our offices. stirnate of Title tnslurance Fees ALTA Owners Policy 06-17-06 (Reissue Rate) Deletion of Standard Exception(s) Tax Certificate $464.00 $65.00 $26.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Total $555.00 THANK YOU FOR YOUR ORDER! ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GW63011767-3 Customer Ref -Loan No.: Property Address: TBD MOUNTAIN SHADOWS DRIVE, GLENWOOD SPRINGS, CO 81601 1. Effective Date: 04-11-2017 At 5:00 RM. 2. Policy to be Issued and Proposed Insured: "ALTA" Owner's Policy 06-17-06 $197,500.00 Proposed Insured: DAVID SCOTT RASMUSSEN 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4. Title to the estate or interest covered herein is at the effective date hereof vested in: WESTERN SLOPE WELDING, LLC, A COLORADO LIMITED LIABILITY COMPANY 5. The Land referred to in this Commitment is described as follows: ATRACT OF LAND SITUATED IN THE SE 1/4 SW 1/4, SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST OF THE 6TH P.M. DESCRIBED AS BEGINNING ATA POINT WHENCE THE WITNESS CORNER FOR THE SOUTH QUARTER CORNER OF SAID SECTION 34 BEARS S. 65°15'46" EASTA DISTANCE OF 1,118.085 FEET; THENCE S. 0°06' EAST PARALLEL TO THE WEST LINE OF SAID SE 1/4 SW 1/4 A DISTANCE OF 225.39 FEET; THENCE S. 65°05' WEST A DISTANCE OF 37.07 FEET; THENCE S. 55°23' W. A DISTANCE OF 45.75 FEET; THENCE S. 71°42' WEST A DISTANCE OF 49.72 FEET; THENCE S. 54°08' WESTA DISTANCE OF 37.98 FEET; THENCE N. 0°06' WEST PARALLEL TO THE WEST LINE OF SAID SE 1/4 SW 1/4 A DISTANCE OF 265.91 FEET; THENCE N. 77°35' EAST A DISTANCE OF 130.89 FEET; THENCE N. 66°24' EASTA DISTANCE OF 24.03 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT OR RIGHT OF WAY FOR ROADWAY PURPOSES OVER AND ACROSS A TRACT OF LAND BEING 30 FEET IN WIDTH AND BEING THAT AMOUNT NORTH OF THE ABOVE DESCRIBED TRACT OF LAND WHICH EASEMENT OR RIGHT OF WAY IS DESCRIBED AS FOLLOWS: BEGINNING ATA POINT WHENCE THE WITNESS CORNER FOR THE SOUTH QUARTER CORNER OF SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARS S. 65°15'46" EAST 1,118.085 FEET; THENCE S. 66°24' WEST 24.03 FEET; THENCE S. 77°35' WEST, A DISTANCE OF 130.89 FEET; THENCE N. 0°06' WEST, A DISTANCE OF 30.71 FEET; THENCE N. 77°35' EAST, A DISTANCE OF 121.40 FEET; THENCE N. 66°24' EAST, A DISTANCE OF 34.14 FEET; THENCE S. 0°06' EAST, A DISTANCE OF 32.71 FEET TO A POINT OF BEGINNING. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GW63011767-3 Customer Ref -Loan No.: COUNTY OF GARFIELD STATE OF COLORADO Copyright 2006-2017 American Land Title Association. All Rights Reserved The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-1 (Requirements) Order Number: GW63011767-3 The following are the requirements to be complied with: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to -wit: 1. (ITEM INTENTIONALLY DELETED) 2. WRITTEN INSTRUCTIONS AUTHORIZING LAND TITLE TO PREPARE A STATEMENT OF AUTHORITY FOR WESTERN SLOPE WELDING, LLC, A COLORADO LIMITED LIABILITY COMPANY, STATING UNDER WHICH LAWS THE ENTITY WAS CREATED, THE MAILING ADDRESS OF THE ENTITY, AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY; OR, A DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF WESTERN SLOPE WELDING, LLC, A COLORADO LIMITED LIABILITY COMPANY AS A LIMITED LIABILITY COMPANY. NOTE: ANY STATEMENT OF AUTHORITY MUST BE IN COMPLIANCE WITH THE PROVISIONS OF SECTION 38-30-172, C.R.S. AND BE RECORDED WITH THE CLERK AND RECORDER. 3. WARRANTY DEED FROM WESTERN SLOPE WELDING, LLC, A COLORADO LIMITED LIABILITY COMPANY TO DAVID SCOTT RASMUSSEN CONVEYING SUBJECT PROPERTY. REQUIREMENTS TO DELETE THE PRE-PRINTED EXCEPTIONS IN THE OWNER'S POLICY TO BE ISSUED A. UPON RECEIPT BY THE COMPANY OFA SATISFACTORY FINAL AFFIDAVIT AND AGREEMENT FROM THE SELLER AND PROPOSED INSURED, EXCEPTIONS 1 THROUGH 4 OF THE STANDARD EXCEPTIONS WILL BE DELETED. ANY ADVERSE MATTERS DISCLOSED BY THE FINAL AFFIDAVIT AND AGREEMENT WILL BE ADDED AS EXCEPTIONS. B. IF LAND TITLE GUARANTEE CONDUCTS THE CLOSING OF THE CONTEMPLATED TRANSACTIONS AND RECORDS THE DOCUMENTS IN CONNECTION THEREWITH, EXCEPTION NO. 5 OF THE STANDARD EXCEPTIONS WILL BE DELETED. C. UPON RECEIPT OF PROOF OF PAYMENT OF ALL PRIOR YEARS' TAXES AND ASSESSMENTS, EXCEPTION NO. 6 OF THE STANDARD EXCEPTIONS WILL BE AMENDED TO READ: TAXES AND ASSESSMENTS FOR THE YEAR 2017 AND SUBSEQUENT YEARS. Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: GW63011767-3 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. 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, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 18 1892 UNDER RECEPTION NO. 14164. 9. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED SEPTEMBER 07, 1960, IN BOOK 329 AT PAGE 558. 10. MATTERS DISCLOSED ON MAPS ISSUED BY SOPRIS ENGINEERING, LLC. ( SAID INSTRUMENT IS REFERENCED AS ESI 32499272 ) Land Title r JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title, LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: ► applications or other forms we receive from you, including communications sent through TMX, our web -based transaction management system; your transactions with, or from the services being performed by, us, our affiliates, or others; ► a consumer reporting agency, if such information is provided to us in connection with your transaction; and ► the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non -affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: ► We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. ► We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. ► Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. ► We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Land Title LAND TITLE GUARANTEE COMPANY LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The Subject real property may be located in a special taxing district. B) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurers authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property) C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B-2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Company must receive an appropriate affidavit indemnifying the Company against un -filed mechanic's and material -men's liens. D) The Company must receive payment of the appropriate premium. E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owners policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owners permission. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. Commitment to Insure * ALTA Commitment - 2006 Rev. * OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, (Company) for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, -0( and payment of the premiums and charges and compliance with the requirements; all subject to the provisions of Schedule A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. CONDITIONS AND STIPULATIONS 1. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or Tess shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at www.alta.org. STANDARD EXCEPTIONS In addition to the matters contained in the Conditions and Stipulations and Exclusions from Coverage above referred to, this Commitment is also subject to the following: 1. Rights or claims of parties in possession not shown by the Public Records. 2. Easements, or claims of easements, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land would disclose and which are not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. IN WITNESS WHEREOF, Old Republic National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 __1 „... John E. Freyer, Jr President '4Q,1 TiTLp 4t. G 2P* it V * * 0 • o� * * ��r pyo �Nd to. Old Republic National Title Insurance Company a Stock Company 400 Second Avenue South Minneapolis, Minnesota 55401 (612)371-1111 o- Mark Bllbrey President AAir� LAND ] GARFIELD COUNTY TREASURER Certificate of Taxes Due Account Number R020060 Certificate Number 2017-00657 Parcel 211934300006 Acres 0.00 Order Number 63011767 Assessed To Vendor ID 4 WESTERN SLOPE WELDING LLC Land Title 388 MOUNTAIN SHADOW DRIVE 1317 Grand Ave GLENWOOD SPRINGS, CO 81601 #200 Glenwood Springs, CO 81601 Legal Description Situs Address Section: 34 Township: 5 Range: 89 TR IN SWSESW Year Tax Charge Tax Interest Fees Payments Balance 2016 $419.28 $0.00 $0.00 ($419.28) $0.00 Total Tax Charge SO 00 Grand Total Due as of 03/28/2017 $0.00 Tax Billed at 2016 Rates for Tax Area 001 - IG -X - 001 Authority Mill Levy Amount Values Actual Assessed GARFIELD COUNTY 12.6550000 $70.49 SINGLE FAM.RES.-LAND $70,000 $5,570 GARFIELD COUNTY - SOCIAL SE 1.0000000 $5.57 Total $70,000 $5,570 WEST GLENWOOD SAN 0.8100000 $4.51 GLENWOOD & RURAL FIRE 103130000 $57.44 COLO RIVER WATER CONS 0.2530000 $1.41 SCHOOL DISTRICT RE -1 45.2450000 $252.03 COLORADO MTN COLLEGE 3.9970000 $22.26 GARFIELD COUNTY PUBLIC LIBR 1.0000000 $5.57 Taxes Billed 2016 75.2730000 $419.28 All Tax Lien Sale amounts are subject to change due to endorsement of current taxes by the lienholder or to advertising and distraint warrant fees. Changes• may occur and the Treasurer's Office will need to be contacted prior to remittance after the following dates: Personal Property and Mobile Homes - September 1, 2016, Real Property - September 1, 2016. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Special taxing districts and the boundaries of such districts may be on file with the Board of County Commissioners, the County Clerk, or the County Assessor. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. I ig ASuxts. GasnsLL) CO (MI Y KAHtA i. SAGITY 1Q5 8"' Stn., Suite F4 .`xtnmccv�nl €i`rlr18s :o. 81,W • Mar 28, 2017 9:23:48 AM Page 1 of 1 • • • MINERAL RIGHTS SEARCH 1. The current deed is a Special Warranty Deed. There is no reservation of mineral interests on the deed. 2. On the title insurance policy there is an exception listed, Schedule B-2 #8. The document referenced is a Patent Deed for the original larger land granted to Silas W Nott back in 1892 (see next page). It mentions all rights to the land including mineral rights belong to him. Land Title, when researching the Chain of Ownership for the subject property (parcel relating to this submission), went all the way back to patent and confirmed they did not find any deeds in the county records which show the mineral rights had ever been severed from the property, see email two pages after this one. 3. The coordinator listed in the Project Team in Section 1 has checked with the Assessor's office as well. The mineral clerk said there are no active mineral accounts for the subject property. 4. Aside from the title company doing searching the county records, the legal description has been searched separately by the coordinator listed on the Project Team on page in Section 1. No mineral interest documents were found. 5. No Notice of Mineral Estate Ownership was filed for the subject property with the Garfield County Clerk and Recorder. 6. The only deed listed with mineral interest rights was on the patent deed on the next page, and called out on the title insurance policy. The title company confirmed that no subsequent deeds were found showing the mineral rights had ever been severed from the patent deed, see email from Christie Blackard of Land Title two pages after this one. 7. When the name of the mineral interest owner from the patent deed as the Grantor in the Clerk and Recorder's computer was entered to see if the mineral interest was transferred, no transfers were found. 8. Please see above numbers 1-7 for the search process taken for this application. In addition a Landman, in his unofficial opinion without having done specific research, said it was unlikely there would be mineral interests for the subject properties area because it is "on the wrong side of the hogback". MINERAL RIGHTS cont. Patent Deed sennas YATSNT-3307.-W Jnwu aw•v. Mwsw .40 41.4 ar.w Our _ H UNI ..t� ) SAT th71 Cortifiaceto e All to Vito= Mose hag/depositi hA Gen OP RLAy k reeeat8 mzt couDa, p$r�rIIs�a Offiae of the United States a Certitloate of the Register of" the Land Offlce at a ka that ft Il payment has barn rnada by the said according to the ryiston for )the s5-......... R ovieions of the Act of Congress of the $4th of April, 1810, entit of the Pablia Lands," and actys uppkrme tai thereto, for r7/tcEil�t? ".kn 4 mf o- aaording to t7co Official Plat of the Survey of the said Lands, return to thaGenera Office by the urveyor General, which said Tract had/baen purchased by tho said --^' 1 tG kCSiatra $, .That the United States of ,dmerioa, in consideration of the premises, and in conformity with the several .dots of Congress in st ch case ;L! . ridded, have given and granted, -and by these presents do give and/grant unto the said �t l •••- and to '114 hairs, the said 25Ttet above described: To Have and to Hold the same, together with all Tho rtVits, prtvaagcs, immunities and appurt n acs,o who ever uth re, erounto belonging, unto the said anti /J,.i.._--heirs and assigns forever, subject to any vested and acorued water nights for mining, agr•t- raetttarttl, zranufaolur ng or other purposes, and rights to ditches and reservoirs used in connection with such. waft r rx thts as may be r.ecodntred and acknowledged by tho local customs, laws and dedsions of Courts, and alaro sta tfaot to An right of the proprietor of a vein or lode to extract tract and 'remove lois ore therefrom, should the satire o found to penetrate or intcrsoye it prprases Icor granted, as provided by law. (( « n� t Prt chat at Inc Unitas States of AmalltH lex �4ttt�mAcrtay '¢$kexe4x, It..: ,r. �.��.--.-•...�1 M�ta<uv.^- , :rL the Seal of the Genaral Land Office to be hereunto Given ander nig hand, at tho City of Washington, the day off in the year of owr Lord one thousand eight hundred and,1,-31..4.4-4‘. xttrax ,, airs of h"Independence of the United Stator the ono hnndr TR1s' PRESIDENT:. used geese letters to bo made pato d t7 ._K4. 21,1-1 • • • � M Gmail • • MINERAL RIGHTS cont. Kate Schwerin <kateschwerin@gmail.com> Re: Tax Certificate (TBD MOUNTAIN SHADOWS DRIVE)(buyer/owner RASMUSSEN) (our 63011767) 1 message Christie Blackard <cblackard@ltgc.com> Tue, Apr 11, 2017 at 3:50 PM To: Kate Schwerin <kateschwerin@gmail.com> 1�~ Kate, Yes, we did not find any deeds severing mineral rights. TtJ3 oR rson I know of that does mineral rights searches is EncMcafferty. His contact info is below. Eric McCafferty Compass Mountain Land Use, LLC P.O. Box 86 Glenwood Springs, CO 81602 970.618.0837 eric@compassmountain.net We Have Moved - our office is now at: 901 GRAND AVE #202, **CORNER OF 9TH AND GRAND- BANK OF COLORADO BUILDING- 2ND FLOOR ** Christie Blackard Title Officer Colorado Title License #189229 Land Title Guarantee Company 901 Grand Ave, Suite 202 Glenwood Springs, CO 81601 Office: 970-945-2610 www.ltgc.com PP" Land Ttle AN NIV=+VSARY On Tue, Apr 11, 2017 at 2:29 PM, Kate Schwerin < eschwerin@gmail.com> wrote: Hi Christie, Thanks for these by the way - not sure i ted replied to you before. When you and 1 spoke last week you said there were no mineral rights recorded with the county. Does that mean you searched the clerk & recorder records for mineral interest back to the time of patent and nothing was recorded? If I wanted to find out further about if anyone owns mineral rights to the Mt Shadow property how would I go about finding that out? Is that a different type of title search?? I already checked with the assessors, they had nothing listed. hope you're having a good day, thanks, kate. • PROTECTIVE COVENANTS - DRAFT Mountain Shadow Place Covenants, Condition and Restrictions Protective Covenants to run with the land commonly known as Mountain Shadow Place, platted as TBD, located in Garfield County, Colorado. Legal Description(s) TBD Recorded at the request of Mountain Shadow Place Homeowners Association, a Colorado corporation, a minor subdivision. (to be recorded with the county eventually) ARTICLE 1 Section 1 'Association' shall mean and refer to MOUNTAIN SHADOW PLACE Homeowners Association, a Colorado nonprofit mutual benefit corporation organized for the purpose of managing the common interest development known as MOUNTAIN SHADOW PLACE. Section 2 'Owner' shall mean and refer to the record Owner, whether one or more persons or entities, of a fee simple title to any Lot which is part of the Properties, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. • Section 3. 'Properties' shall mean and refer to that certain real property as described in Sections 4 and 5 below, and such additions thereto as may hereafter be brought within the jurisdiction of the Association. Section 4 'Common Area' shall mean all real property managed by the Association for the common use and enjoyment of the Owners, and described as follows: The easement for the ROW, and parking. Legal description TBD. Common Area: Phase I (these will depend on phases of construction TBD) Lot 1 Legal description TBD, per Plat Map Recorded in Book TBD of Maps, Pages TBD Official Records of Garfield County, Colorado. Common Area: Phase II Lot 2 and/or 3 Legal description(s) TBD, per Plat Map Recorded in TBD of Maps, Pages 68& 69, Official Records of San Bernardino County Section 5 'Lots' shall mean and refer to Lots 1-3, Lot 1 Legal description TBD, Lot 2 Legal description TBD, Lot 3 Legal description TBD, and any structures placed thereon excepting all Common Area. AK Section 6 'Unit' or 'Residential Unit" as used herein shall mean and refer to the improvements constructed upon the Lot. Section 7 'Board' shall mean the Board of Directors of the Association, duly appointed and elected pursuant to this Declaration (hereinafter referred to as 'CC&Rs'), the Articles of Incorporation and bylaws currently in effect. (These are still TBD) Section 8 'Member' shall mean and refer to those persons entitled to membership as provided herein and in the bylaws for the Association. Section 9 'Declaration' shall mean and refer to the Covenants, Conditions and Restrictions (CC&Rs) and all other provisions herein set forth in this entire document, as may from time to time be amended. Section 10 'Mortgage' shall mean a mortgage or deed of trust encumbering all or any portion of the Project. Section 11 'Maintenance" shall mean the exercise of reasonable care to keep buildings, driveways, landscaping and other related improvements and fixtures in a state similar to their original condition, normal wear and tear excepted. Maintenance of landscaping shall further mean the exercise of regular fertilizing, irrigation and other garden management practice necessary to promote healthy, weed -free environment for optimum plant growth. Section 12 'Subdivision' and 'Tract" both mean and refer to the separate subdevelopments/phases in the development and are used interchangeably. Section 13 "Manager" shall mean the management agent, if any, whether individual or corporate. Section 14 'Project" shall mean and refer to all of the real property, together with improvements thereon, described hereinabove. • • • ARTICLE 2 PROPERTY RIGHTS AND EASEMENTS • Section 1. Owners' Rights of Enjoyment and Easements, Every Owner shall have a right and easement of enjoyment in and to the Common Area which shall be appurtenant to and shall pass with the title to every Lot, subject to the following provisions: (a) The right of the Association to recover costs incurred by homeowners' use; limit the number of guests; promulgate rules and regulations regarding use; and to impose penalties for violation of the governing documents, rules, and regulations. (b) The right of the Association to assign, rent, license or otherwise designate and control use of unassigned parking spaces within the Common Area. Any vehicle owned or leased by an invitee of any Owner, renter, lessee or resident of a residence within the Project, with the purported consent or cooperation of any Owner, renter, lessee or resident for a period of time greater than seven (7) days, must have prior written approval of the Board of Directors for such parking, said approval to be petitioned for by the Owner, renter, lessee or resident whose invitee owns or leases said vehicle. The petition for approval shall contain information regarding the following: (1) identification of the invitee; (2) the reason for the requested parking; (3) the anticipated length of time the vehicle is to be parked; and, (4) such other information as may be requested by the Board of Directors. (c) The right of the Association to suspend the voting rights and right of use by an Owner, family, tenants, guests: (1) For any period during which any assessment against his Lot remains unpaid; and • (2) For any reasonable period of time in relation to the seriousness and/or severity of the violation for any infraction of its published rules and regulations, or for any period during which such infraction persists, after reasonable notice and an opportunity to request a hearing by the Board of Directors of the Association. (d) The right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority or utility. No dedication or transfer shall be effective unless a certificate signifying approval of fifty-one percent (51 %) of members agreeing to such dedication or transfer has been recorded. Consent of the members shall not be required for any utility easement or rights of way granted to any utility company or public authority or agency to provide water, gas, electricity, telephone or television service, for storm drains, for sanitary sewer lines. (e) The right of the Association, or its agents, to enter any of the Units in order to perform its obligations hereunder or the obligations of Owners which Owner refuses to perform, which right shall be immediate in case of an emergency originating in or threatening such Unit, whether the Owner is present or not. (f) Any other non-exclusive easements and use restrictions contained in this Restated Declaration. Section 2. Other easements are hereby created as follows: (a) Eaves which may be erected on Lots on the properties may encroach onto Common Area provided, however, that such encroachment shall not exceed beyond the "eave line". To be determined on a case by case basis and engineered drawings. (b) The Association shall have an easement across every Lot for the limited purposes of repairing Common Areas, or for watering, planting, cutting, removing and otherwise caring for the landscaping, for cleaning, repairing, replacing and otherwise maintaining or causing to be maintained sewer lines and underground utility lines serving the Lots and for entry into an improvement constructed upon a Lot for admittance of such authorized persons as are reasonably necessary in the event of an emergency. Section 3. Other Encroachments On Common Area Or Lot: In the event that any portion of any Unit encroaches upon the Common Area or another Lot to a distance of less than five feet as a result of the construction, reconstruction, repair, shifting, settlement, or movements of any portion of or within the properties (and outside control of the Owner), the Owner of such Unit may have a valid easement for any such encroachment and for the maintenance of the same, which easement shall exist so long as such encroachment exists. If issues arise out of the encroachment it may be taken up with the Association Board and a ruling issued. Section 4. Utility/Drainage Easements: There shall also be an easement for the installation and maintenance of utilities and drainage facilities as shown on the recorded Map. Within these easements no structure, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of the above or which may damage, interfere or change the direction of flow of drainage facilities in the easements. The easement area of each Lot and all improvements in it shall be maintained continuously by the Owner of the Lot or, if in a Common Area, by the Association except for those improvements for which a public authority or utility company is responsible. Section 5. Delegation of Use: Any Owner may delegate, in accordance with the provisions of these Covenants, Conditions and Restrictions and the bylaws for this Association currently in effect, said rights of enjoyment to the Common Area and facilities to the members of his family, his tenants, or contract purchasers who reside on the property and the Lot Owner shall be responsible to take whatever steps are necessary to assure the residents' compliance with the rules and regulations of the Association. Where such rights are delegated to tenants or a contract purchaser, said Owner waives rights to use the Common Area for the period of time so delegated. Owner shall notify the Secretary of the Association whenever such rights are delegated, and to whom they are delegated, and the relationship between Owner and said party. Even delegated, the rights are subject to suspension under 1(d) above. Section 6. Mining or Mineral Use: No Owner may use their lots for mining, storage of minerals, sand, gravel or similar. If storage for is needed temporarily for improvement purposes it must be approved by the Association in advanced. Section 7. Ditch Rights: The irrigation ditch running along the Southern boundary of the subdivision is not licensed by the Association and thus is not to be used by any Owner nor the Association for any purposes what so ever. Section 8. Livestock, Large Pets and Pets: • No livestock or large animals shall be kept on the property for a period of more than forty eight (48) hours, with the exception of female chickens less than 5 in quantity. Male chickens (roosters) are not allowed. Livestock and Large Pets to be defined as an animal over 100 pounds. Owners are not to use Lots nor Units for animal breeding, commercial nor private. Four -legged pets not to exceed four (4) in number. • Section 9. Noxious or Hazardous Endeavors: Owners shall not use noxious or hazardous materials on Lots nor in Units. Noxious and hazardous defined as any item causing permanent harm to humans, animals or soil. • • ARTICLE 3 MAINTENANCE REPAIR -OBLIGATIONS Section 1. Association's obligation, The Association is responsible as follows: (a) Common Area Maintenance, The Association shall maintain, or provide for the Common Areas of Mountain Shadow Place and all improvements of whatever kind and for whatever purpose, located thereon in good order and repair, and shall likewise maintain or provide for the maintenance of walkways, streets, and utility laterals. In addition to the above-described building maintenance, the Association shall provide all necessary landscaping and gardening to generally maintain and periodically replace, when necessary, ground cover, grass and vegetation in the Common Areas and shall maintain all Common Area elements in a neat, attractive, and safe manner as determined by the Landscape Overview Committee with Board approval. No planting, except that done by the Association, shall be placed, planted or maintained in the Common Area without the prior written consent of the Board. (b) Lot Maintenance, (1) Exterior Association shall keep and maintain the exterior of any home, building, garage (including dry rot or termite damage to the exteriors), balcony, or other structures and improvements in a good condition and repair, including, but not limited to, painting as often as necessary, replacement of trim, caulking, fences, roof repairs, structural repairs, and all other necessary and proper maintenance and repairs. • (2) Patios, should they exist, Owner is responsible for the floor surfaces of patios. If Owners or their •guests, tenants, family or invitees cause damage to the walls or fences, the Owners shall be responsible for maintenance costs necessary to repair the items. (3) Landscaping, Association shall maintain only the Common Areas, keeping the same in good condition and replacing and maintaining all landscaping as needed to keep the Common Areas neat and attractive except those areas within the patios, which are the obligation of the Owners. (4) Storm Damage, Any improvements on the Lots damaged or destroyed by a storm snow or rain are the responsibility of the Owner to repair or replace. (5) Snow Removal, Association shall maintain the removal and mitigation of snow on Common Areas in a timely manner. Section 2. Owner's Obligations, Each Owner shall at his/her sole cost and expense, do the following: (a) Each Owner shall be responsible for maintaining his/her Unit and Lot, including the equipment and fixtures therein and the interior walls, ceilings, windows and doors thereof, in a clean, sanitary, workable and attractive condition, being expressly responsible for the damages and liabilities that his/her failure to do so may engender, reserving to each Owner, however, complete discretion as to the choice of furniture, furnishings, and interior decorating. Windows may only be covered by drapes or shies and may not be painted or covered by foil, cardboard, or other similar materials. Each Owner shall also be responsible for repair, replacement and cleaning of the windows and glass of his/her Unit, both exterior and interior. The maintenance and/or replacement of the air- conditioning unit (compressor) are the responsibility of the Owner, regardless of its location. (b) Owner shall at all times be responsible to replace broken glass in doors and windows, repair door and window hardware, garage door openers, and to maintain his or her garage interior. (c) Owner shall be responsible for repairs and/or replacement of pipes, conduits, ducts, outlets, etc., inside his or her dwelling and garage. • (d) Each Owner shall repair damage caused by termites and dry rot affecting the interior of his/her Unit. If the cause appears to be something within the Association's control or caused by the acts of the Association's agents or employees, Owners may petition the Board for reimbursement of costs to repair. To the extent Owner or their guests, family, tenants or invitees could have mitigated or prevented damages caused by termites or dry rot, but did not, Owner is responsible for those losses and must arrange repairs or reimburse the Association if Owner refuses to arrange appropriate repairs and the Association is forced to do the repair work. (e) The Owner of each Lot shall be legally liable to the Association for all damages to the Common Area or to any improvements thereon or thereto, including but not limited to the right of way easement, buildings, recreation facilities, landscaping, and fencing caused by such Owner or any occupant of such Owner's Lot, or visitors, guests, etc. of any Owner or tenant residing in the home on said Lot, or caused by any improvement to Lot constructed by Owner, with or without approval of the Association Board. (f) Owner is responsible to maintain, repair and replace all structures and structural aspects of the improvements on the Lots not covered by the Association's master insurance policy, such as earthquake, fire or other uninsured or exempt event or hazard. Section 3. Identifiable Vandalism/Intentional Destruction, Vandalism to the Common Area by identified parties shall be prosecuted by any action deemed • appropriate by the Board. Any such action might include charges against the Owner of the Lot where the vandals can be identified as residents or guests of residents of a particular Lot, or other appropriate legal action. • FHANA Case No. 1 Page # 1 of 15 1 APPRAISAL APPRAISAL OF REAL PROPERTY LOCATED AT: TBD Mountain Shadows Dr Section: 34 Township: 5 Range: 89 TR IN SWSESW Glenwood Springs, CO 81601 FOR: David Rasmussen -Client 10403 W Colfax Ave Lakewood, CO 80215 AS OF: 4/28/2017 BY: Gregory Forbes North Fork Appraisal Services Form GA1 -"TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE North Fork Appraisal Services (970) 379-8212 LAND APPRAISAL REPORT FHA/VA Case No. 1 Page # 2 of 15 1 File No. 2017285 Census Tract 9516.00 Map Reference 24060 Borrower David Rasmussen Property Address TBD Mountain Shadows Dr County Garfield State CO Zip Code 81601 I-- City Glenwood Springs Legal Description Section: 34 Township: 5 Range: 89 TR IN SWSESW ,r,-', m Sale Price $ n/a Date of Sale n/a Loan Term n/a yrs. Property Rights Appraised ® Fee ❑ Leasehold ❑ De Minimis PUD Taxes $ (yr) Loan charges to be paid by seller $ n/a Other sales concessions n/a co Actual Real Estate 419.28 Lender/Client Rasmussen -Client Address 345 Colorado Ave. #207, Carbondale, CO 81623 David Occupant vacant Appraiser Gregory Forbes Instructions to Appraiser Market Value Location ❑ Urban ❑ Suburban ® Rural ❑ Over 75% ® 25% to 75% ❑ Under 25% Good Employment Stability ❑ Avg. Fair Poor EZ ❑ ❑ Built Up ❑ Fully Dev. ❑ Rapid ® Steady ❑ Slow Convenience to Employment ❑ ® ❑ Growth Rate ❑ Increasing Z Stable ❑ Declining Convenience to Shopping ❑ CZ ❑ Property Values ❑ Shortage ® In Balance El Oversupply Convenience to Schools ❑ M ❑ Demand/Supply Time ❑ Under 3 Mos. ® 4-6 Mos. ❑ Over 6 Mos. Adequacy of Public Transportation ❑ ® ❑ o Marketing % One -Unit % 2-4 Unit % Apts. % Condo % Commercial Recreational Facilities ❑ ❑ ❑ 0 oz Present 40 Land Use % Industrial 60 % Vacant % Adequacy of Utilities ❑ X ❑ o X Not Likely ❑ Likely (*) ❑ Taking Place (*) Property Compatibility ❑ ® ❑ i Change in Present Land Use (*) From To Protection from Detrimental Conditions ❑ ® ❑ a ® Owner ❑ Tenant 15 % Vacant Police and Fire Protection ❑ Z El ,L, z Predominant Occupancy Price Range $ 437,000 to $ 1,065,000 Predominant Value $ 610,000 General Appearance of Properties ® ❑ ❑ One -Unit Age Range NEW yrs. to 40 yrs. Predominant Age 15-20 yrs. Appeal to Market ❑ 4 ❑ ❑ One -Unit factors, favorable or unfavorable, affecting marketability (e.g. public parks, schools, view, noise) Market conditions for vacant properties Comments including those the subject market area have generally remained stable over the prior 12 month period, with some limited recent increases. Foreclosure within sales and short sates have been declining sing ificantly. Vacant land has had a much slower recov y than improved properties. While there is some new construction in the market area, high construction costs limits the financial feasibility of profitable construction at this time. Dimensions -area per assessor- dimen. not known = ❑ Corner Lot survey not provided Zoning Classification Residential/Urban Density -Garfield County zoning Present Improvements ❑ Do ❑ Do Not Conform to Zoning Regulations Highest and Best Use ® Present Use ❑ Other (specify) SITE. Public Other (Describe) OFF SITE IMPROVEMENTS Tope Level to sloping Street Access ® Public ❑ Private Size typical to area Elec. Z Surface asphalt Shape irregular -see attached survey Gas ® X included Maintenance ® Public ❑ Private View avq mountain views Water no tap ❑ Storm Sewer ❑ Curb/Gutter Drainage appears adequate/typical San. Sewer X no tap included ❑ Underground Elect. & Tel. ❑ Sidewalk ❑ Street Lights Is the property located in a FEMA Special Flood Hazard Area? ❑ Yes ® No including any apparent adverse easements, encroachments, or other adverse conditions) No apparent adverse easements, Comments (favorable or unfavorable or adverse conditions. Subject lot is situated in an established neighborhood outside of Glenwood Springs City Limits, with encroachments access to Glenwood Springs water and sewer. _ T DATA ANALYSIS The undersigned has recited the following recent sales of properties most similar and proximate to subject and has considered these in the market analysis. The description includes a dollar adjustment reflecting market reaction to those items of significant variation between the subject and comparable properties. If a significant item in the comparable property is superior to or more favorable than the subject property, a minus (—) adjustment is made, thus reducing the indicated value of subject; if a significant item in the comparable is inferior to or less favorable than the subject property, a plus (+) adjustment is made thus increasing the indicated value of the subject. ITEM 1 SUBJECT PROPERTY COMPARABLE NO. 1 COMPARABLE NO. 2 COMPARABLE NO. 3 Address TBD Mountain Shadows Dr Glenwood Springs CO 81601 5439 County Road 154 Glenwood Springs, CO 81601 1021 Blake Ave Glenwood Springs, CO 81601 1328 Pitkin Ave Glenwood Springs, CO 81601 Proximity to Subject 8.40 miles SE 2.88 miles SE 2.88 miles SE $ 300,000 $ 160,000 $ 181,500 Sales Price Price n/a $ _ j9 $ 'frliTfr $ ; $ $/Sq. Ft. Data Source(s) assessor,site inspect mis#146950, assessor inspect mls#141509, assessor, inspect mls#146699, assessor, inspect ITEM DESCRIPTION DESCRIPTION +(— )$ Adjust. DESCRIPTION +(— )$ Adjust. DESCRIPTION +(— )9 Adjust. Date of Sale/Time Adj. n/a s12/16;c12/16 s12/15;c11/15 s01/17;c12/16 Spnngs-avg superior location -30,000 Glenwood Twnsite 0 Glenwood Twnsite 0 Location SiteNiew Glenwood Avg Mtn. view similar site/view similar similar Access/Driveway prelim. driveway in permanent driveway -10,000 similar similar „j Electricity Avail. at lot line on site pedestal -16,000 Avail. at lot line Avail. at lot line cc g Additional Improve. no site improvemts septic., pad -46,000 sin fam tap fees pd. -10,000 duplex tap fees paid -20,000 36285 38768 sf 0 5800 sf +30,000 6534 sf +30,000 Acreage Sales or Financing Concessions sf n/a n/a n/a none n/a n/a n/a n/a 1 1 + ® $ -102,000 ® + ❑ — $ 20,000 M + ❑ - S 10,000 Net Adj. (Total) Indicated Value of Subject Net 34.0"T Gross 34.0 % $ 198,000 >i Net 1 % Brost Mit%' $ 180,000 Net 5.5 h Gross 27.5 %' $ 191,500 listings/mis with additional information from listing broker as necessary. All applicable Comments on Market Data Market data is derived through sales data is through the County Assessor's Office. All of the comparable Tots are located in close proximity to the subject and would compete with verified the subject on the open market. Conditions of Appraisal This appraisal is given in "as is" condition at time of inspection. Comments and Reconciliation The sales comparison approach reflects recent marketplace actions and is deemed the most reliable indicator of value for z o Final the subject property. Neither cost approach nor income approach are found to be applicable to the subject vacant site. a THE MARKET D, QRiHRTY AS OF 4/28/2017 TO BE $ 190,000 zSupervisory I (WE) ESTIMATE _ Appraiser (t applicable) o w A ppraiser Gregory Forbes Report Date of Signature cc Date of Signature and 05/01/2017 Appraiser Title Title Certified Residential # ST CO State Certification # ST State Certification CR40045731 # ST Or State License # ST Or State License Certification License 12/31/2017 Expiration Date of State Certification or License Expiration Date of State or Date of Inspection (if applicable) 4/28/2017 ❑ Did ❑ Did Not Inspect Property Date of Inspection ..== 08/11 Form LAND - "TOTAL" appraisal software by ala mode, Inc. -1-800- ADDITIONAL COMPARABLE SALES FHA/VA Case No. 1 Page # 3 0115 File No. MARKET DATA ANALYSIS ITEM 1 SUBJECT PROPERTY COMPARABLE NO. 4 COMPARABLE NO. 5 COMPARABLE NO. 8 Address TBD Mountain Shadows Dr Glenwood Springs, CO 81601 350 Greenway Dr Glenwood Springs, CO 81601 444 Echo St Glenwood Springs, CO 81601 Proximity to Subject 1.03 miles E 2.57 miles SE Sales Price $ n/a $ 74 000 ".: $ 225 000 $ Price $/Sq. Ft. $ $ $ $ Data Source(s) assessor,site inspect mls#142509 assessor inspect. mis#124829 assessor inspect. ITEM DESCRIPTION DESCRIPTION +(- )$ Adjust. DESCRIPTION +(- )$ Adjust. DESCRIPTION +(- )$ Adjust. Date of Sale/Time Adj. n/a s09/16 c08/16 Active- DOM 1865 Location Glenwood Springs -awl Westem Pines Sub 0 City Of Glenwood 0 Site/View Avg Mtn. view similar 0 superior view -22,500 Access/Driveway prelim. driveway in similar 0 similar 0 Electricity Avail. at lot line Avail. at lot line Avail. at lot line Additional Improve. no site improvemts no site improvemts no site improvemts Acreage 36285 sf 12314 sf +30 000 15000 sf +30 000 Sales or Financing Concessions n/a n/a n/a n/a n/a none Net Adj. (Total) X + I-- $ 30 000 X + - $ 7 500 ❑ + i - $ Indicated Value of Subject Net 40.5 % Gross 40.5 % $ 104 000 Net 3.3 % Gross 23 3 % $ 232,500 Net % Gross %' $ Comments on Market Data 08/11 Form LAND.(AC) - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Supplemental Addendum FHA/VA Case No. 1 Page # 4 el 15 File No. 2017285 Borrower David Rasmussen Property Address TBD Mountain Shadows Dr City Glenwood Springs County Garfield Lender/Client David Rasmussen -Client State CO Zip Code 81601 SUPPLEMENTAL CERTIFICATION DISCLOSURE OF PRIOR APPRAISAL AND/OR OTHER SERVICES: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF: I HAVE NOT PERFORMED ANY PRIOR SERVICES REGARDING THE SUBJECT PROPERTY, AS AN APPRAISER, OR IN ANY OTHER CAPACITY, WITHIN THE 3 YEAR PERIOD IMMEDIATELY PRECEDING ACCEPTANCE OF THIS APPRAISAL ASSIGNMENT. This appraiser has no current or prospective interest in the property that is the subject of this report and no present or prospective personal interest or bias with respect to the participants in this transaction URAR:Purpose of Appraisal: The purpose of this appraisal is to determine the vacant land market value of the subject property, as of 4/28/2017. Subject Listing: The subject was listed on 8/22/2016 for $230,000. It was put under contract on 03/23/2017 with no change in list price in the interim. Info per AGS FIexMLS #145735. DOM 252 Description of Site:The subject site is located in the unincorporated area of Glenwood Springs in an area generally surrounded by the City of Glenwood Springs. Although technically not located within the City Limits, City of Glenwood Springs water and sewer is available to the site. Zoning allows for further subdivision of the subject site. Initial reasearch and application has been made to subdivide the property into 3 separate parcels. Although subdivision is in the application stages, current contract is contingent on subdivision approval. Fees and costs will be the responsibility of the purchasers. The subject site is being appraiser "as is". In its current state, it is a single lot that allows for single family residential as a use by right, and multi -family residential as a conditional use, subject to approvals. Although the subject is currently a single site, it is largely marketed as a development parcel, with the likely ability to subdivide and/or construct multi -family residential. This is found to be an important factor in the pricing, and subsequently market value of the site. Virtually all recent sales and current listings of vacant land are for single family building sites that would be restricted from further subdivision, or multifamily construction, either by Zoning or Neighborhood Covenants. The subject site is relatively unique in the market due to the County zoning in combination with the availability of public utilities. The County zoning would also allow for Modular construction, which is not common in the market. The strong majority of sites are located in neighborhoods with covenants that do not allow for Modular construction. The site is sloping from the public road, with a roughed in driveway in place to the main portion of the site. This portion of the site is relatively flat, and would contain future building envelopes. URAR: Sales Comparison Comments: In reviewing this appraisal, it is important to note the extremely limited sales data for the subject neighborhood. This is primarily due to the low population base in the area. It is typical to see very few sales of vacant land over the course of a year. These sold properties can differ greatly from one another in terms of access, utilities, view, size, etc. For this reason, it is typical and common to see some larger than typically recommended line item and net adjustments to accomodate for these differences. This is a necessary occurence to complete an accurate appraisal within the market area. In the 12 months prior to this appraisal, there have been a total of 20 vacant land sales in the Glenwood Springs market area, which includes a distance of up to 10 miles from the subject. Location- Comp 1 location was found to be superior to the subject, due to location midway between Glenwood Spring and Carbondale. Comps 2-6 were all found to be similar to the subject for locational appeal. All of these sales featured comparable sites that were Iocationally similar to the subject. No adjustment was found to be necessary or appropriate to these comparables for this field. Site/View is found to be similar for the subject and comparables 1-4 and 6. Although views differ from site to site, there was not found to be any quanitifiable difference for these comparables. They would all be viewed similarly in the marketplace. Comp 6 was found to have a premier view, with a panoramic view of the Downtown area, as well as unobstructed Mt. Sopris views. - Access/Driveway- Comparable 1 has a permanent driveway in place, used to access a mobile home that was not transferred along with the site Acess and driveway was found to be similar for the subject and all of the other comparable sales. There was not found to be a discernable market difference for any minor differences in this field. Electricity -Comp 1 has an electric pedestal in place, that was utilized to service a mobile home that was not transferred with the sale. Electricity is found to be similar for all of the other comparables utilized within the appraisal. With electricity readily available for all of the comparable sales, there was not found to be a discernable market difference for any minor differences in this field. Additional improvements Comparable 1 has an approved septic system and concrete pad in place that we utilized to service a mobile home that was not included in the transfer. Additional improvements are found to be similar for all of the other comparables utilized within the appraisal. There was not found to be a discernable market difference for any minor differences in this field. Acreage/Site size -Review of sales and listings of both vacant land parcels and improved parcels located in the market area does not indicate a substantial value difference for smaller differences in site sizes.Beyond certain thresholds, there is some appeal for surplus land, mainly for the purposes of increased privacy. The main difference is due to the relatively unique characteristics of the subject that allow for further subdivision, as well as modular housing, and the potential for multi -family housing. The adjustments made in the field to comparables 2-5 were made to take into account the specific market appeal associated with these characteristics. Comparable 1 is located in unincorporated Garfield County, and would allow for subdivision potential, as well as modular construction and the possibility of multi -family residential. It would have the most similar overall market appeal to the subject site. Exposure time: A reasonable estimate of 'Exposure Time' for a property of similar value and with similar features to the Subject would be in the range of 150-300 days. Seasonal differences in the higher elevation area of the subject property are found to have a notable difference on marketing time due to the fact that vacant land sales seldom occur during the winter months. Market Conditions Commentary: Although market conditions have improved considerably for improved residential properties in the market area, vacant land market conditions have had limited increase over the prior 18 month Form TADD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Supplemental Addendum FHA/VA Case No. 1 Pape # 5 of 15 File No, 2017285 Borrower David Rasmussen Properly Address TBD Mountain Shadows Dr City Glenwood Springs Lender/Client David Rasmussen -Client County Garfield State CO Zip Code 81601 period. Inventory of vacant sites remains high. Construction costs are historically high, making it challenging for new construction to be financially feasible. The strong majority of recent land sales are for end users rather than speculative purchasers. Vacant land carrying costs limit the number of purchasers willing to hold vacant land for longer time periods. Although vacant land prices and marketabilty have improved significantly from the recession years, they have generally remained stable over the more recent time period. It was not found to be appropriate to make time/ market conditions adjustments for the comparables utilized in the report. URAR: Sales Comparison Comments: In reviewing this appraisal, it is important to note the extremely limited sales data for the subject neighborhood. It is typical to see very few sales of vacant land over the course of a year. There have been only 1 sale of vacant sites that occurred within the subject project. It was necessary to utilize the most similar sales that differ from the subject in terms of zoning, allowable uses, and overall market appeal. These sold properties can differ greatly from one another in terms of access, utilities, view, size, etc. For this reason, it is typical and common to see some larger than typically recommended line item and net adjustments to accomodate for these differences. This is a necessary occurence to complete an accurate appraisal within the market area. In the The most similar sales have been used as comparables in this appraisal. Specific valuation challenges: There are found to be some specific challenges in the valuation of the subject site. They generally revolve around the more unique characteristics of the subject site that allow for further subdivision potential, as well as modular construction, and potential multi -family construction. There have been virtually no sales that have occured in the greater market area that even potentially allow for all of these items. There is found to be specific appeal associated with the flexibility of zoning and potential uses associated with the subject site. The further challenge lies in placing a value to that appeal. As noted, the strong majority of sales are single family residential sites. Wherever possible, the appraiser has utilized sales of properties that are not located in PUD neighborhoods. The sales outside of PUDs would best represent the flexibility of construction design and materials inherent in the subject site. The majority of the sales utilized would also allow for either duplex or single family homes with ADUs, which most PUD neighborhods would not. Comparable 1 does best represent the flexibility associated with the subject zoning and subdivision potential. It varies from the subject in that there was signficant infrastructure in place, due to the prior mobile home that was on the site. While the mobile home did not transfer with the sale, infrastructure in place allowed for a new home to be built or placed with minimal cost or approval required. This does place limits on strong reliance of this sale, and brings the appraiser to place a stronger weight on the additional sales comparables. REO/short sale commentary: As shown in the body of this report, it was not found to be necessary/appropriate to utilize REO and short sale comparables in this appraisal. Less than 5% of recent land sales in the subject market area have been REO or short sales. These properties are marketed and shown side by side with non -REO properties. Usage of REO and short sale properties was considered, but not utilized due to the fact that they are not the most similar sales to the subject for salient features and market appeal. Comments on reconciliation/ weighting of comparable sales: All of the comparable sales utilized in this report are taken into consideration in coming to a value conclusion for the subject. The comparables are given a weighted average based on their relative similarity to the subject. Comparable 1 is given the greatest weight, comparable 4 is given the least weight. Active listings is included primarily as support for current market conditions as well as for bracketing purposes. Appraiser Compensation: The appaiser fee for the subject assignment is $400. No personal property has been included in the fee simple valuation of the subject site within this report. Form TADD - "TOTAL" appraisal software by a la mode, inc. -1-800-ALAMODE Ff IA/VA Case No I Page # 6 of 15 DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale. 'Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgement. STATEMENT OF LIMITING CONDITIONS AND APPRAISER'S CERTIFICATIOI CONTINGENT AND LIMITING CONDITIONS: The appraiser's certification that appears In the appraisal report is subject to the following conditions: 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title Is good and marketable and, therefore, will not render any opinions about the title. The property Is appraised on the basis of It being under responsible ownership. 2. The appraiser has provided a sketch In the appraisal report to show approximate dimensions of the improvements and the sketch Is Included only to assist the reader of the report In visualizing the property and understanding the appraiser's determination of Its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted In the appraisal report whether the subject site Is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear In court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. 5. The appraiser has estimated the value of the land In the cost approach at Its highest and best use and the improvements at their contributory value. These separate valuations of the land and Improvements must not be used In conjunction with any other appraisal and are Invalid If they are so used. 6. The appraiser has noted In the appraisal report any adverse conditions (such as, needed repairs, depreciation, the presence of hazardous wastes, toxic substances, etc.) observed during the Inspection of the subject property or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated In the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (Including the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or Implied, regarding the condition of the property. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser Is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. 7. The appraiser obtained the information, estimates, and opinions that were expressed In the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such Items that were furnished by other parties. 8. The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice. 9. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that Is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be performed In a workmanlike manner. 10. The appraiser must provide his or her prior written consent before the lender/client specified In the appraisal report can distribute the appraisal report (Including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or Its successors and assigns; the mortgage Insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or Instrumentality of the United States or any state or the District of Columbia; except that the lender/client may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. Freddie Mac Form 439 6-93 Page 1 of 2 Fannie Mae Form 10048 6-93 North Fork Appraisal Services (970) 379-8212 Form ACR DEFD - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE • FHA/VA Case No, 1 Page # 7 of 151 APPRAISER'S CERTIFICATION: The appraiser certifies and agrees that: 1. I have researched the subject market area and have selected a minimum of three recent sales of properties most similar and proximate to the subject property for consideration In the sales comparison analysis and have made a dollar adjustment when appropriate to reflect the market reaction to those Items of significant variation. If a significant Item In a comparable property Is superior to, or more favorable than, the subject property, I have made a negative adjustment to reduce the adjusted sales price of the comparable and, If a significant item In a comparable property Is Inferior to, or less favorable than the subject property, I have made a positive adjustment to Increase the adjusted sales price of the comparable. 2. 1 have taken Into consideration the factors that have an Impact on value In my development of the estimate of market value in the appraisal report. 1 have not knowingly withheld any significant Information from the appraisal report and 1 believe, to the best of my knowledge, that all statements and Information In the appraisal report are true and correct. 3. I stated in the appraisal report only my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the contingent and limiting conditions specified In this form. 4. I have no present or prospective Interest In the property that Is the subject to this report, and I have no present or prospective personal interest or bias with respect to the participants In the transaction. 1 did not base, either partially or completely, my analysis and/or the estimate of market value In the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property. 5. 1 have no present or contemplated future interest In the subject properly, and neither my current or future employment nor my compensation for performing this appraisal Is contingent on the appraised value of the property. 6. 1 was not required to report a predetermined value or direction in value that favors the cause of the client or any related party, the amount of the value estimate, the attainment of a specific result, or the occurrence of a subsequent event In order to receive my compensation and/or employment for performing the appraisal. 1 did not base the appraisal report on a requested minimum valuation, a speclflc valuation, or the need to approve a speclflc mortgage loan. 7. 1 performed this appraisal In conformity with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were In place as of the effective date of this appraisal, with the exception of the departure provision of those Standards, which does not apply. 1 acknowledge that an estimate of a reasonable time for exposure In the open market Is a condition In the definition of market value and the estimate I developed is consistent with the marketing time noted In the neighborhood section of this report, unless I have otherwise stated In the reconciliation section. 8. 1 have personally Inspected the Interior and exterior areas of the subject property and the exterior of all properties listed as comparables In the appraisal report. 1 further certify that 1 have noted any apparent or known adverse conditions In the subject Improvements, on the subject site, or on any site within the Immediate vicinity of the subject property of which I am aware and have made adjustments for these adverse conditions In my analysis of the property value to the extent that I had market evidence to support them. I have also commented about the effect of the adverse conditions on the marketability of the subject property. 9. I personally prepared all conclusions and opinions about the real estate that were set forth In the appraisal report. If I relied on significant professional assistance from any Individual or Individuals In the performance of the appraisal or the preparation of the appraisal report, I have named such Individual(s) and disclosed the specific tasks performed by them In the reconciliation section of this appraisal report. I certify that any individual so named Is qualified to perform the tasks. 1 have not authorized anyone to make a change to any Item In the report; therefore, If an unauthorized change Is made to the appraisal report, 1 will take no responsibility for It. SUPERVISORY APPRAISER'S CERTIFICATION: If a supervisory appraiser signed the appraisal report, he or she certifies and agrees that: I directly supervise the appraiser who prepared the appraisal report, have reviewed the appraisal report, agree with the statements and conclusions of the appraiser, agree to be bound by the appraiser's certifications numbered 4 through 7 above, and am taking full responsibility for the appraisal and the appraisal report. ADDRESS OF PROPERTY APPRAISED: TBD Mountain Shadows Dr, Glenwood Springs_CO 81601 APPRAISER: SUPERVISORY APPRAISER (only if required): Signature: .,St4 Signature: Name: Gregojy Forbes Name: Date Signed: 05/01/2017 Date Signed: State Certification #: CR40045731 State Certification #: or State License #: or State License #: State: CO State: Expiration Date of Certification or License: 12/31/2017 Expiration Date of Certification or License: L I Did LL Did Not Inspect Property Freddie Mac Form 439 6-93 Page 2 of 2 Fannie Mae Form 1004B 6-93 Form ACR DEFD - "TOTAL' appraisal software by a la mode, inc. - 1-800-ALAMODE FHA/VA Case No. I Page # 8 or 15 Subject Photo Page Borrower David Rasmussen Property Address City Glenwood Spri�7cn s County Garfield TBD Mountain Shadows Dr Lender/Client David Rasmussen -Client State CO Zip Code 81601 Subject Lot TBD Mountain Shadows Dr Sales Price n/a Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Glenwood Spnngs-avg View Avg Mtn. view Site Quality Age Form PICPIX.SR -"TOTAL" appraisal software by a la mode, inc. -1-000-ALAMODE Subject lot Subject Street • FHA/VA Casa No. 1 Page # 9 of 15 Subject Photo Page Borrower David Rasmussen Property Address TBD Mountain Shadows Dr City Glenwood Springs Lender/Client David Rasmussen -Client County Garfield State CO Zip Code 81601 Subject Lot TBD Mountain Shadows Dr Sales Pdce n/a Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Glenwood Springs-avg View Avg Mtn. view Site Duality Age Form PICPIX.SR -"TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE Subject Lot Subject View FHANA Case No. 1 Page # 10 of 15 Comparable Photo Page Borrower David Rasmussen Property Address TBD Mountain Shadows Dr City_ Glenwood Springs Lender/Client David Rasmussen -Client County Garfield State CO Zip Code 81601 Comparable 1 5439 County Road 154 Prox. to Subject 8.40 miles SE Sales Price 300,000 Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location superior location View similar site/view Site Quality Age Comparable 2 1021 Blake Ave Prox. to Subject 2.88 miles SE Sales Price 160,000 Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View She Quality Age Glenwood Twnsite similar Comparable 3 1328 Pitkin Ave Prox. to Subject 2.88 miles SE Sales Price 181,500 Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Glenwood Twnsite View similar Site Quality Age Form PICPIX.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE FHANA Case No. 1 Page # 11 of 15 Comparable Photo Page Borrower David Rasmussen Properly Address TBD Mountain Shadows Dr City Glenwood Springs_ Lender/Client David Rasmussen -Client County Garfield State CO Zip Code 81601 Comparable 4 350 Greenway Dr Prox. to Subject 1.03 miles E Sales Price 74,000 Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location Western Pines Sub View similar She Quality Age Comparable 5 444 Echo St Prox. to Subject 2.57 miles SE Sales Price 225,000 Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location City Of Glenwood View superior view She Quality Age Comparable 6 Prox. to Subject Sales Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View She Quality Age Form PICPIX.CR - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE FHNNA Case No. Page # 12 of 15 Location Map Borrower David Rasmussen Property Address TBD Mountain Shadows Dr City Glenwood Springs Lender/Client David Rasmussen -Client County Garfield State CO Zip Code 81601 r COMPARABLE No. A 350 GreePwav Dr 1.03 mks SUB3ECT %„ryrrs kir Milan COMPARABLE No. 5 441 Eche St 2..5 mih5 COMPARABLE No, 3 1328 Pitkin Ave 286 miles COMPARABLE No. 1 Ceurtl v Road 154 5.40 miles Form MAP.LOC -'TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE • FH 1A Case No. 1 Pape # 13 of 15 Location Map Borrower David Rasmussen Property Address TBD Mountain Shadows Dr City Glenwood Springs Lender/Client David Rasmussen -Client County Garfield State CO Zip Code 81601 Form MAP.LOC - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE 1 FHANA Case No. 1 Page # 14 of 15 License STATE 0? COLORADO Departmr.nt of Rei}uiatory Agencies Dor smo of Rea', Estate Residential Apprais 405457;11 o Ian 1 'Z015 i5 550 0 Form SCNLGL -"TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE • 1 MA/VA Case No. 1 Page # 15 of 15 E&0 GREA1AMERICAN INSURANCE GROUP 301 E. Fourth Street, Cincinnati, OH 45202 DECLARATIONS Cur REAL ESTATE APPRAISERS ERRORS & OMISSIONS INSURANCE POLICY THIS IS ROTH A CLAIMS MADE AND REPORTED INSURANCE POLICY. THIS POLICY APPLIES TO THOSE CLAIMS THAT ARE FIRST MADE AGAINST THE INSURED AND REPORTED IN WRIT'IN(3 TO THE: COMPANY DURING THE POLICY PERIOD. insurance is allbrded by the company indicated below: (A capital stock corporation) 121 (}rein American Assurance Company Nine: The Insurance Company selected above shall herein be refermi to as the Company, Policy Number: RAP3666073-16 Renewal of. RAP3666073-15 Program Administrator: Herbert H. Lindy Lstrranee Agency Inc. 75 Second Ave Suite 410 Needham, MA 02494-2.876 hem 'I. Named Insured_ Gregory A. Fatties Item 2. Address: 17411 Highway 82 City, Stale, Zip Code: Carbondale, CO 81623 tten3. Policy Period: from 07/14/2016 it, 07/14/2017 (Month, flap, 11•4117 (Month, Ihri'rear) lt3oth dates at 12:01. a.m, Standard Time at the address or the Named Insured as stated in item 2.1 Iten, 4. l iniite of Liability A, S 500,000 Damages LiiII ol'Liability -- Each Claim F3. S 500,000 Claim Expenses Limit of Liability -- Each Claim C. S 1,000,000 Damage% Unlit orLiability ® Policy Aggrellale S 1,000,000 Claim Expenses Limit of Liability — PolieyAggregate Item S. Deductible (Inchfsive of Claim Expenses): A. S 0.00 Each Claim R.5 0.00 Aggregate Item 6. Prcrniunl; 5 617.00 Item 7. Retroactive Date (il'applicable)! 07/14/2009 Item It. Forms, Notices and Endorsements attached: D42100 (03/15) D42300 CO (05/13) 042402 (05/13) 042408 (05/13) 1L7324 (08/12) .s 11421(11 0tti11 Motorized kcpresentatiNc PAgc 1 of 1 Form SCNLGL - "TOTAL" appraisal software by a la mode, inc. - 1-800-ALAMODE • • NOTIFICATION Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 211934300003 211934300005 211934300006 211934300007 211934300008 211934300009 211934300014 211934300031 211934300032 211934301001 211934301002 211934301003 Not available GLENWOOD SPRINGS 425 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS Not available GLENWOOD SPRINGS 241 130 COUNTY RD GLENWOOD SPRINGS 237 130 COUNTY RD GLENWOOD SPRINGS 229 130 COUNTY RD GLENWOOD SPRINGS Not available GLENWOOD SPRINGS 215 130 COUNTY RD GLENWOOD SPRINGS 130 COUNTY RD GLENWOOD SPRINGS 11 PONDEROSA DR GLENWOOD SPRINGS 23 PONDEROSA DR GLENWOOD SPRINGS 31 PONDEROSA DR GLENWOOD SPRINGS 211934301004 51 PONDEROSA DR GLENWOOD SPRINGS 211934301005 211934301009 211934301010 211934310001 211934310002 211934316001 211934316002 211934316003 59 PONDEROSA DR GLENWOOD SPRINGS 366 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 388 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 377 MOUNTAIN SHADOW DR GLENWOOD SPRINGS 353 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 449 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 451 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 453 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS EHLERS, JEFFREY H & STACY R STARR, ROBYN S WESTERN SLOPE WELDING LLC THOMAS, PAUL E DORMAN, MARILYN L TITORE WAY PARTNERSHIP, LLLP EHLERS, JEFFREY H & STACY R VIDAKOVICH, BEATRICE VIOLA VIDAKOVICH, MICHAEL A YELLICO, SUSAN K COOMBS, LOURDES P GRAY, RONALD D & MARGARET K KINSER, MICHAEL R ZUBA, TESIA E & FULTON, RYAN M KUCERA, JAMES L & NICHOLS, LORRA KLUTH, MICHAEL R TOWEY, THOMAS J & POLLY S CUTRIGHT, JENNIFER & DON OGLESBY, KSANA KYD & MANSEL B KUCERA, JAMES L & NICHOLS, LORRA L KUCERA, JAMES L & NICHOLS, LORRA L R020294 751 DRY PARK RD GLENWOOD SPRINGS, CO 81601 R020085 0425 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601 388 MOUNTAIN SHADOW DRIVE GLENWOOD SPRINGS, CO 81601 1205 SW WESTER DRIVE LAKE CITY, FL 32024 PO BOX 2693 GLENWOOD SPRINGS, CO 81602-2693 0755 COUNTY ROAD 261 SILT, CO 81652 R020060 R020049 R020194 R020214 R020206 R010170 R010171 R020363 R020262 R020107 751 DRY PARK ROAD GLENWOOD SPRINGS, CO 81601 PO BOX 1072 GLENWOOD SPRINGS, CO 81602-1072 PO BOX 1072 GLENWOOD SPRINGS, CO 81602-1072 547 WAGON WHEEL NEW CASTLE, CO 81647 292 SUMMIT DRIVE CARBONDALE, CO 81623 31 PONDEROSA DRIVE GLENWOOD SPRINGS, CO 81601-2632 R020094 51 PONDEROSA DRIVE GLENWOOD SPRINGS, CO 81601-2632 R020079 59 PONDEROSA DRIVE GLENWOOD SPRINGS, CO 81601 R020136 366 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601 R020071 388 MOUNTAIN SHADOW DRIVE GLENWOOD SPRINGS, CO 81601-2621 R020357 PO BOX 787 GLENWOOD SPRINGS, CO 81602 R020145 R020235 8020138 R020168 353 MOUNTAIN SHADOW DRIVE GLENWOOD SPRINGS, CO 81601-2620 1212 COOPER AVE GLENWOOD SPRINGS, CO 81601 366 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601 366 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601 NOTIFICATION Parcel Physical Address Owner Account Num Mailing Address 211934316004 211934316005 211934316006 211934316007 211934316008 211934317001 211934317002 211934317003 211934317004 211934317005 211934317006 211934318002 211934318003 211934319022 457 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 461 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 459 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 455 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS Not available GLENWOOD SPRINGS 464 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 466 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 468 MOUNTAIN SHADOW DR GLENWOOD SPRINGS 471 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 473 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 475 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS Not available GLENWOOD SPRINGS 472 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS 48 CREEKSIDE CT GLENWOOD SPRINGS 21 1 93431 9023 Not available KLEIN, BERTA J JEPSEN, NIELS R & JOY S TURNER, ANDREA HIRE, ADRIANA R020163 R020322 R020135 PO BOX 553 GLENWOOD SPRINGS, CO 81602-0553 461 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601-2622 459 MOUNTAIN SHADOW DRIVE GLENWOOD SPRINGS, CO 81601 R020160 1645 LINCOLNWOOD DRIVE GLENWOOD SPRINGS, CO 81601 HUGHES, KULIN & R020319 KLEIN & WITZ, JEANNIE G & EUGENE J ORTIZ, MARINA HIRE, ADRIANA LUBCHENCO, RUTH E SNEARLY, DALE B & DOROTHY D WILSON, LYNN A EHLERS, JEFFREY H & STACY R BURLEIGH, SUSAN L FULLER, SALLY M & ROBERT N R020147 R020277 R020300 R020295 R020291 R020069 R020204 R020116 R020465 MITCHELL CREEK R020466 GLENWOOD SPRINGS HOMEOWNERS ASSOC 0464 MOUNTAIN SHADOW DRIVE GLENWOOD SPRINGS, CO 81601 466 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601 1645 LINCOLNWOOD DR GLENWOOD SPRINGS, CO 81601 3702 MOUNTAIN DRIVE GLENWOOD SPRINGS, CO 81601-4587 473 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601 475 MOUNTAIN SHADOWS DRIVE GLENWOOD SPRINGS, CO 81601-2622 751 DRY PARK ROAD GLENWOOD SPRINGS, CO 81601 2683 G ROAD GRAND JUNCTION, CO 81506 48 CREEKSIDE COURT GLENWOOD SPRINGS, CO 81601-2542 123 CREEKSIDE COURT GLENWOOD SPRINGS, CO nirni nce') Account Number R020293 Parcel Number 2119-343-18-006 Situs Address 000500 MOUNTAIN SHADOWS DR City Glenwood Springs Tax Area 001 - 1 G -X - 001 Legal Summary Section: 34 Township: 5 Range: 89 Subdivision: CHALET VILLAGE #3 Lot: 6 Owner Name EHLERS. JEFFREY 11 & STACY R Owner Address 751 DRY PARK ROAD GLENWOOD SPRINGS, CO 81601 • • Photos of properly • Photos or property cont. • Photos of property cont. Karp.Neu_HAanl�onW Michael J. Sawyer mjs@mountainlawfirm.com June 14, 2017 Sander N. Karp* James S. Neu Karl J. Hanlon Michael J. Sawyer James F. Fosnaught Jeffrey J. Conklin Andrew A. Mueller + Fellow of the College of Labor and Employment Lawyers David Pesnichak Garfield County Community Development 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Sent Via Email: dpesnichak@garfield-county.com Matthew L. Trinidad Patrick L. Barker Jon T. Hoistad Delphine F. Janey Of Counsel Richard I. Zuber** Anna S. Itenberg Greg S. Russi Fellow of the American Academy of Matrimonial Lawyers Re: Minor Subdivision — Mountain Shadow Place Garfield County File No. MISA-05-17-8547 Dear Dave: Glenwood Springs Office 201 14th Street, Suite 200 P. O. Drawer 2030 Glenwood Springs, CO 81602 Aspen Once * * * 323 W. Main Street, Suite 301 Aspen, CO 81611 Montrose Office *** 1544 Oxbow Drive, Suite 224 Montrose, CO 81402 Telephone: (970) 945-2261 Facsimile: (970) 945-7336 www.mountainlawfirm.com ***All correspondence should be sent to the Glenwood Springs office I represent David Rasmussen with regard to the above referenced subdivision. David has provided to the county a statement of authority related to Parcel No. 2119-343-00-006 (the Western Slope Welding Property). David has provided me your letter dated May 23, 2017. I have been asked to provide an opinion as to the state of legal access to the property in question. In February 1956, James V. Minor, Sr. and James V. Minor, Jr. were conveyed the SE1/4SW1/4 and SW1/4SE1/4 of Section 34, Township 5 South, Range 89 West. (Exhibit 1). This area is approximately depicted on an aerial photo attached as Exhibit 2. Shortly thereafter, an interest in the SW1/4SE1/4 and SE1/4SW1/4 was granted to Paul Engelbrecht. (Exhibit 3). In 1958, the Western Hills Subdivision was platted out of most of the lands in the SW1/4SE1/4 and SEI/4SW1/4. The plat dedicated to "the public" the streets within the subdivision. (Exhibit 4). This included Mountain Shadow Drive (County Road 133B) which ended at a cul-de-sac contiguous with the western boundary of the subdivision. The western boundary of the Western Hills Subdivision terminates just over 300 feet from the western line of the SW 1 /4SE 1 /4. The remaining 307 feet of this quarter section was conveyed in 150 foot segments between Minor Sr., Minor Jr., Paul Engelbrecht and a couple of other parties. Exhibit 5 identifies the two 150 foot wide parcels — one outlined in green the other in pink (for ease referred to as the Green Parcel and the Pink Parcel). Because the legal descriptions for the Green Parcel and the Pink Parcel start at western corner points of the SE1/4SW1/4 and then traverse in 150 foot increments to the east, there remains a 6.94 foot gap between the eastern boundary of the Pink Parcel and the western boundary of the Western Hills Subdivision. Karp.Neu_Hanlori; Minor Subdivision — Mountain Shadow Place Garfield County File No. MISA-05-17-8547 Page 2 The Green Parcel was conveyed to Minor Jr. in 1958. (Exhibit 6). The bulk of the Pink Parcel was conveyed to Minor Jr. in 1961 (Exhibit 7). As of 1961, Minor Jr. owned all of the Pink Parcel except the area encompassed by Garfield County PIN Nos. 2119-343-00-007, 2119-343-00-008, and 2119-343- 00-009. In 1964, Minor Jr. sold all of his ownership in the Pink Parcel to George Petre and Robert Zimmerman (Exhibit 8). In the deed conveying the Pink Parcel to Petre and Zimmerman, Minor Jr. reserved to himself "an easement or right of way for road purposes thirty feet in width across the above described property as the same is now situate and in use, being a continuation of the street platted in the Western Hills Subdivision between Lots 1 and 10 in Block 10 of said subdivision. Said reservation is also made for utilities." This easement thus became appurtenant to the property still owned by Minor Jr. — the Green Parcel. In 1967, James Minor Jr. sold a portion of the Green Parcel to Von -Lee, Ltd. (Exhibit 9). This property was conveyed "together with that certain easement or right-of-way for road purposes and utilities reserved by the said party of the first part in that certain warranty deed recorded as Document No. 226479" (the deed from James Minor Jr. to Petre and Zimmerman). At the time of conveyance of this easement to Von -Lee, Minor Jr. had the ability to grant an easement all of the way to the termination of Mountain Shadow Drive within the Western Hill Subdivision (as stated in the easement's description). This is because in 1967 Minor Jr. still owned a 50% interest in the gap between the Pink Parcel and the western boundary of the Western Hills subdivision. (See Exhibit 1). The Von -Lee property was later subdivided into Chalet -Village No. 1 and Chalet -Village No. 2. On both plats, the owner dedicated "to the public use that certain easement or right-of-way for road purposes and utilities reserved and described in warranty deed filed for record as Document No. 226479." Thus, as of 1967 the extension of Mountain Shadow Drive (which abuts the Western Slope Welding Property) was a public easement for roadway and utility purposes. As noted above, Minor Jr. conveyed to Petre and Zimmerman the bulk of the Pink Parcel (including the Western Slope Welding Property). Petre and Zimmerman sold what is today the Western Slope Welding Property to Como Inc. in 1979. In the deed conveying the property, Petre and Zimmerman included "an easement or right-of-way for roadway purposes over and across a tract of land being 30 feet in width ..." across the property that they owned to the north. (Exhibit 11). The meets and bounds description of the easement created to serve the Western Slope Welding Property is depicted as Mountain Shadow Drive on the draft Final Plat for the Mountain Shadow Subdivision. (Exhibit 12). This is the same easement as was reserved by Minor Jr. and later dedicated to the public on the Chalet -Village plats. This easement was included in the deed conveying the property to Western Slope Welding. (Exhibit 13). Based on this information, we answer your questions in the May 23 letter related to access as follows: 1. The submitted information includes an access easement just north of the subject parcel. According to the graphic depiction of this easement on the draft Final Plat, this easement appears to end at the eastern edge of the property and does not extend all the way to Mountain Shadows Drive. As a result, there appears to be a gap in legal access from Mountain Shadows Drive to the easement that would provide legal access to the property. Please provide an explanation of this gap and how legal access will be achieved to the development. Karp.Neu.HpanlOPNyon=A LA Minor Subdivision — Mountain Shadow Place Garfield County File No. MISA-05-17-8547 Page 3 The Western Slope Welding Property has access to the western boundary of the Western Hills Subdivision. Rights in the easement for the extension of Mountain Shadow Drive for the benefit of the Western Slope Welding Property were created in the deed from Petre and Zimmerman to Como (who owned the bulk of the Pink Parcel at the time of the conveyance). Further, Minor Jr. conveyed an easement to Von -Lee extending from the western boundary of the Western Hills Subdivision all the way to the Green Parcel for the extension of Mountain Shadow Drive. This easement was then dedicated to the public by two separate plats. By virtue of the express conveyance of an easement to use the extension of Mountain Shadow Drive in the Petre and Zimmerman deed and the dedication of that same easement to the public, the Western Slope Welding Property has a legal right of access to connect with the Mountain Shadow Drive county road at the western boundary of the Western Hills Subdivision. 2. According to the County Attorney's Office, the legal access provided in Book 359 Page 578 is from James Minor to Robert Zimmerman. Minor reserved an easement as grantor. As such, this appears to be a personal easement to Minor and it is not attached to a property. Please provide proof of a right to use this easement. A letter from an attorney analyzing the applicant's right to use the road is preferable. Also, should the access easement cross the "gap" property where ownership is unknown, then please provide proof that it has a right to cross this "gap" property. As discussed in response No. 1, the easement for the extension of Mountain Shadow Drive is not personal to Minor. but has been expressly dedicated for use of the Western Slope Welding Property as well as dedicated for use by the public in general. Because Minor Jr. owned the property constituting "the gap" at the time that he conveyed the easement to Von -Lee, which easement was later dedicated to the public, Minor Jr. had the legal capacity to create an easement for "a continuation of the street platted in the Western Hills Subdivision between Lots 1 and 10" which is Mountain Shadow Drive. Thus, the easement is not affected by the title gap between the Pink Parcel and the western boundary of the Western Hills Subdivision. If you have any questions, I would be happy to discuss with you and Kelly Cave in person. Sincerely, KARP HANL N, P.0 Michael J. Sawyer MJ S: Enclosures cc: client Da Recorded at.._%�� o'clo k .../ M., Reception No 2 d 405J VVV AUG 19 1916 butm.487 PAGE 923 ecorder. THIS DEED, Made this 13th day of August , 1976 between WESTERN HILLS, INC. a corporation duly organized and existing under and by virtue of the laws of the State of Colorado of the first part, and STANLEY W. JENNINGS, JEPTHAH J. SPINK and of the JAMES DAVID CCONSTP{NCE, tenantis in ela carman oand State of Colorado, of the second part: \VITNESSETII: That the said party of the first part, for and in con- sideration of the sum Ten ($10.00) DOLLARS, to it in hand paid by the said parties of the second part; the receipt whereof is hereby confessed and acknowledged, has granted, bargained, sold and conveyed and by these presents does grant, bargain, sell, convey and confirm unto the said parties of the second part, not in tenancy in common but in joint tenancy, the survivor of them, their assigns and the heirs and assigns of such survivor forever, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to wit. Lot 10, Block 1 of Western Hills Subdivision, County of Gar— field, State of Colorado, subject to the following described road easement. Beginning at a point on the Westerly line of said Lot 10 whence the Witness Point to the South Quarter Corner of Sec— tion 34, Township 5 South, Range 89 West of the Sixth Prin— cipal Meridian bears: S.65°12'25" E. 1110.87 feet; thence N.00°10'00" W. 34.72 feet along the Westerly line of said Lot 10; thence N.50°36'00" E. 11.58 feet to a point on the Southwesterly right—of—way line of a cul—de—sac at the end of Mtn. Shadows Drive in said Subdivision; thence 31.47 feet along the arc of a curve to the left, having a radius of 50.00 feet, said curve running along the Southwesterly right— of—way line of said cul—de—sac; thence S.50°36'00" W. 29.94 feet; thence S.66°24'00" W. 11.50 feet, more or less to a point �go�n� the Westerly line of said Lot 10, the point of be- -WHI7'HLrit with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders rents, issue; and profits thereof; and all the estate, right, title, interest, claim and remand whatsoever of the said party of the first part, either in law or equity of, in and to the above bargain premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said parties of the second part, the survivor of them, their assigns, and the heirs and assigns of such survivor for- ever. And the said party of the first part, for itself, its successors and assigns, does covenant, grant, bargain and agree to and with the said parties of the second part, the survivor of them, their assigns and the heirs and assigns of such survivor, that at the time of the ensealing and delivery of these presents, it is well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, as- sessments and encumbrances of whatever kind or nature soever , subject to United States Patent reservations and exceptions; protective covenants from Western Hills Subdivision recorded as Document No. 203827; Water Service Agreement with the City of Glenwood Springs, Recorded as Document No. 202896; easements and right—of—way of record and restrictions of record, FILING STAMIr AUG 19 1976 STATE DOCOhiEIiTARY EEf and the above bargained premises, in the nuiet and peaceable possession of the said parties of the second part, the survivor of them, their assigns and the heirs and assigns of such survivor, against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, The said party of the first part has caused its corporate name to be hereunto sub- scribed by its President and its corporate seal to be hereunto affixed, attested by its Secretary, the day and year first above written. Attest: Seeret, r By C. 2 STATE OF COLORADO, ... } ss. County of G.arfi.eld.......-. 111 The.(oregcing instrument was acknowledged before me thio 19 ;7j,b9, JAMES V. MINOR, JR. , h,,14b A-/lli,vor .` WESTERN HILLS, INC. My Cornmissi hIy notarial commission r're WESTERN HILLS, INC., a Colorado c omrtion S V Minor., Jr., Witness m Proident day of 1:11: as PYideni and as ,/r4t/Y:1t1•'S5Cretarr.of expires May 10, 1980 a-corperatiori. d , nd official s �•' Nn,nr,+P,blle No. 929. WARRANTY DEED.—Prom Corponlfon to Joint Tenmt..—Rr.dlord Publl.hlog Co.. 1112441 Stout Street. Denver. Colorado —12.74 B ook 291 Page 372 Exhibit 1 2,15 P Feb 17 56 Recorded at dcloclf M•, Reception No 1931 09 072 s . S. Keegan _.._.Recorder. j - THIS DEED, Made this 14th day of February in the year of our Lord one thousand nine hundred and fifty-six. between CHESTER T. EARNEST., and GLADYS EARNEST of the county ofGarfield and State of Colorado, of the first part, and JAMES V. MINOR and JAMES V. MINOR, JR. of the County of Garfield State of Colorado, of the second part: and rip Imrre» Vr rns t\Zcit\It nCR:.\lE 0000MENrARy tiOCYEIED aOaMsosur WITNESSETH, That the said part ies of the first part, for and in consideration of the sum of Ten and no/100 Dollars and other valuable considerations 1141,XXIMX to the said part ies of the first part in band paid by the said part ies of the second part, the receipt whereof is hereby confessed and acknowledged, ha ve granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm, unto the said part ies of the second part, their heirs and assigns forever, all the following described lot s or parcel s of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: The SE4SW4 and SW4SE4 of 'Se c. 34, Township 5 South, Range 89 West of the 6th P. M. Together with all ditch and water rights belonging to, used upon or in con- nection with said land and particularly, but without limitation upon the foregoing, all interests in the Nott No. 2 Ditch and its Priority No. 147 for . 8 of a cubic foot of water per second of time by virtue of decree of District Court of Garfield County, Colorado in and for Water District No. 39. Also by way of Quit Claim only, all of the grantors' right, title and interest in and to the Reynolds and Cain Ditch and wate rights, the Mitchell Creek Ditch and water rights, and the Mitchell and Cooper Ditch and water rights together with their respective priorities. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said parties of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said part ies of the second part, their heirs and assigns forever. And the said part ies of the first part, for them selves their heirs, executors, and administrators, do covenant, grant, bargain, and agree to and with the said part ies of the second part, their heirs and assigns, that at the time of the enseal- ing and delivery of these presents, they are well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha ve good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soever. and the above bargained premises in the quiet and peaceable possession of the said part ies of the second part, their heirs and assigns against all and every person or persons ]awfully claiming or to claim the whole or any part thereof, the said part ies of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said part ies of the first part ha ve hereunto set theirhand s and seal s the day and year first above written. (SEAL) (SEAL) STATE OF COLORADO j; } ss. '' County of Garfield \. -, The fore�oing instrument was acknowledged before me this , ) 6 PA, day of February b.is 56 y,CHESTER T. E=ST and GLADYS EARNEST. i �; 7$y1 son fission expires •`�Yt.'fiL�j 4 , 19,56 . Witness my band and official seal. CC Ji:sY`) Notary PabUa No, 932. WARRANTY DEED.—For Pbotographfe Record. —Bradford -Robinson Ptg. Co., lifts. Robbvoa'a Legal Blanks, 182448 Stoat Bt., Denver, Colo. Exhibit 2 • b A ' g a § 4 ap r.� s E woa ey p4O N 25 a� z N t C � had egi E - y C u u LL O) t0 CO1.0 Date Prepared: 6/10/2017 3:51:16 PM 3ook 291 'age 374 Exhibit 3 219 F Feb. 17 1956 Recorded a* o'cloC__.)14., Reception No 1921 QJ Chas . S _ K e e as n ....Recorder. THIS DEED, Made this 15th day of. February in the year of our Lord one thousand nine hundred and fifty— six between JAMES V. MINOR ' of the County of Garfield and State of Colorado, of the first part, and PAUL J. ENGELBRECHT of the County of Garfield State of Colorado, of the second part: and WITNESSETH, That the said part y of the first part, for and in consideration of the anm of Ten and no/100 Dollars and other valuable considerations I]4LAi9x to the said part y of the first part in hand paid by the said part y of the second part, the receipt whereof is hereby confessed and acknowledged, ha S granted, bargained, sold and conveyed, and by these presents do es grant, bargain, sell, convey and confirm, unto the said part y of the second part, his heirs and assigns forever, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: An undivided one-fourth interest in and to the SEj-SW; and the SW+SE+ of Section 34, Township 5 South, Range 89 West of the 6th P. M. , together with the ditch and water rights belonging to, used upon or in connection with said lands. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said part 3' of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said part y of the second part, his heirs and assigns forever. And the said part y of the first part, for him self his heirs, executors, and administrators, do es covenant, grant, bargain, and agree to and with the said part y of the second part, his heirs and assigns, that at the time of the enseal- ing and delivery of these presents, he is well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha S good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever ldnd or nature soever. Subject to a Deed of Trust dated February 14, 1956 to secure payment of the sum of $14, 000. 00 to Chester T. Earnest and Gladys Earnest as joint tenants , one-fourth of which the grantee herein, by acceptance hereof, assumes and agrees to pay and the above bargained premises in the quiet and peaceable possession of the said part y of the second part, his heirs and assigns against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said part y of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said part y of the first part ha S hereunto set his hand and seal the day and year first above written. STATE OF COLORADO �' �� +:;'l, County of Garfield ��'ss. ' y •"The foitgo, ing'instrument was acknowledged before me this / �p ut day of February 4ii gP.,r8,56,,b aJAMES V. MINOR. : !.."1My-;.commisbipn :expires �,u (, , 19.f( . Witness my band and official seal. (SEAL) (SEAL) Notary Pahlto. No. 932. WARRANTY DEED.—Por Photographic Record. Bradford-Rob{aeon Ptg. Co.. Mtn. Rohiason'e Legal Mocha, 11124.46 Stoat St.. Deaver, Colo. N 0 — 7494 S c\ e ./ \ '41 Exhibit 4 5 eacse— /2D4,7., k,•°: ', .,t',i‘qttik',' , 1 sl 1k4i,,,,F, EXhibiti si nit , Land Explorer cN 1 .4= —11•* Exhibit 5 am -7 1 tt c ,„g • *4* Ilk , *Apt V ft 'EN • • 1 X 6( 1 http://gi s.garfi el d- county.comfLandExpl or er/i ndex . htm I Book 310 Page 362 Exhibit 6 3.2 7 P July.. 195$ ......... Recorded at.:'.___...._o'clock.._.._...M., ...__._....___.. _ ,- Reception No...a.02l,2a.__.... ......... Recorder. Tins DEED, Made this 12th day of July in the year of our Lord one thousand nine hundred and fifty- eight between JAMES V. MINOR, of the County of Garfield and State of Colorado, and PAUL J. ENGELBRECI3rl' of the City and County of ,Denver and State of Colorado, of the first part and JAMES V. MINOR, JR. County of uarfie1d and of the State of Colorado, of the second part: WITNESSETH, That the said part les of the first part, fo; and in consideration of the sum of Ten Dollars and other good and valuable consideration DOLLARS, to the said part ies of the first part in hand paid by the said part y of the second part, the receipt whereof is hereby confessed and acknowledged, ha ve granted, bargaibed, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm, unto the said part y of the second part, his heirs and assigns forever, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: An undivided one-half interest in and to: A tract of land situate in the SE*SW4 of Section 34, T. 5 S. , R. 89 W. of the 6th P. M. and more particularly described as: Beginning at the Southwest Corner of paid SE -1 -SW, of said Sec- tion 34; thence easterly along the southerly boundary, )f said SE4SW4 a distance of 150 feet; thence northerly on a line parallel with the westerly boundary of said SEiSW4 to the northerly boundary of said SE4SW4; thence westerly along the northerly boundary of said SE -SW* a distance of 150 feet to the Northwest Corner of said SE4SW4, and thence southerly along the westerly boundary of said SE- SIV4 to the Southwest orner of said SE- SW*, the point of beginning. TOGETHER with all and singular the hereditaments and' appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the. said part tes of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and desoril?ed, with the appurtenances, unto the said part y of the second part, his heirs and assigns forever. And tie said part ies of the first part, for them selves, their heirs, executors, and administrators, do covenant, grant, bargain, and agree' to and with the said part y of the second part, his heirs and assigns, that at the time of the enseal- ing and delivery of these presents, they are- well seized of the prem ses above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, ani ha ve good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, totes, assessments and encumbrances of whatever kind or nature soever. and the above bargained premises in the quiet and peaceable possession of the said part y of the second part, his heirs and assigns against alt and every person or persons I lwfully claiming or to claim the whole or any part thereof, the said part les of the first part shall and will W4RRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said part ies of the first part ha ve hereunto set theirhand S and seal S the day and year first above written. ,,}1'' ""f p"r .,,,STATE OF COLORADO. �• \4 ,..„ .:'hetet County of Garfield n. �•;•� Tile oregbjng instrument was acknowledged before me this lets day of July to Ui! 19 V lti'y oJames V. Minor and Paul J. Enaelbredht A ,Fl nurAs expires March 19 , 1960 witness my band and official seal. '. F't,_U 9 0. �,,, ouiiis. lio‘'+`. Notary PublSa No. 932. WARRANTY DEED.—For Photographic Record. —Bradford -Robinson Peg. Co., bifre. Robinson's Legal Blanks, 2824.46 Stout St.. Denver i Colo. Book 33$ Page 120 Exhibit 7 Recorded at 12:1� o'clock. P.•.,lh1961.. Reception No 215970 Chas. S. Keegan, Recorder. .51 at THIS DEED, Made this 14th day of December in the year of our Lord one thousand nine hundred and sixty-one between WILLIADM J. CATO, JR. and OPAL D. CATO of the of Colorado, of the first part, and JAMES V. MINOR, JR. County of Garfield and State of the County of Garfield and State of Colorado, of the second part: WITNESSETH, That the said parties of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations ;5, to the said part ies of the first part in hand paid by the said part y of the second part, the receipt whereof is hereby confessed and acknowledged, ha ve granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm, unto the said part y of the second part, his heirs and assigns forever, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: A tract of land situate in the SE'SW-'y of Section 34, Township 5 South, Range 89 West of the 6th P.M. and described as: Beginning at a point on the northerly line of said SE'gSW'k a distance of 150 feet easterly of the Northwest corner of said SE4SW3/4 thence easterly along the northerly line of said SE'ZSA a distance of 150 feet; thence"South 0°10' East and parallel to the westerly line of said SEkSWk a distance of 1048.94 feet; thence South 67°05' West a distance of 37.07 feet; thence South 55°23' West a distance of 45.75 feet; thence South 71°42' West a distance of 49.72 feet; thence South 54°08' West a distance of 37.98 feet and thence North 0°10' West and parallel to the westerly boundary of said SE'SW' a distance of,1126.66 feet to the point of beginning. • This conveyance is subject to the restrictions set out in that certain deed recorded as Doc. No. 210934, in Book 329 at Page 558 of the records in the office of the Clerk and Recorder of Garfield County, Colorado. o TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said part ies of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. No. 463. WARRANTY DEED—For Photogranhie Record.—Brodf rd -Robinson Pto. Co., Mfrs. Robinson's Legal Blanks, Denver. Exhibit 7 Book 33$ Page 121 TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said part y of the second part, his heirs and assigns forever. And the said part ieS of the first part, for thein sel ves, & their heirs, executors, and administrators, do covenant, grant, bargain and agree to and with the said part y of the second part, hi s heirs and assigns, that at the time of the unsealing and delivery of these presents they are well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha ve good right, full power and lawful authority to grant, bargain, sell and convey the sane in manner and .form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soever. and the above bargained premises in the quiet and peaceable possession of the said part y of. the second part, his heirs and assigns against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said part of the first part shall and will WARRANT AND FOREVER DEFEND. IN \VITNESS WHEREOF, the said parties of the first part ha v 1p mento set their h and seal s the day and year first above written. Signed, Sealed and Delivered in the Presence of I as�ttoay and OPAL D. CATO fo WI SEAL] IAM J. CATO, JR. [SEAL] [SEAL] STATE OF COLORADO, ss. County of GARFIELD The foregoing instrument was acknowledged before me this 14th day of . December A.D.i) 61 ,by GEORGE J. PETRE as attorney in fact for WILLIAM J.CATO, JR. and OPAL D. CATO. lly•ccmmission expires July 29 , 19 65 . Witness may hand and official seal. NTY DEED 0 STATE OF COLORADO, for record in my office this day of DEC I1;. at..� /o'clock....1.......M., and duly recorded a Notary Public. Send future tax statements to: Exhibit 7 Sept 7x. .1940.........."_.._..._... Book 329 Recorded at...11CQ.........o'clock .__P....M,-.._........-p I! Page 55$Chas. 3. KeeganRecorder. Reception No. ---2109-3A-- "" THIS DEED, Made this 7th aagof September M the year of our Lord one thousand nine hundred and S ixty abetween I JAMES V. MINOR 11 of the Connty of Garfield it and State of Colorado, of the first part, and WILLIAM J. CATO, JR. and OPAL D. CATO i County of Garf ie ld of the and State of Colorado, of the second part: II II WITNESSETH, That the said part y of the first part, for and in consideration of the stun of 7CDOLTAIX 11 Ten Dollars and other good and valuable consideration, 'I4 to the said party of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, ha s granted, bargained, sold and conveyed, and by these presents do es ,III grant, bargain, sell, convey and confirm unto the said parties of the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the following described lot S or parcelS of land, situate, lying 1 and State of county of Garfield and being in the Coloraao,to-wit: A tract of land situate in the SE4SW4 of Section 34, Town- Iship 5 South, Range 89 West of the 6th P.M. and described as: Begin- ning at a point on the northerly line of said SE1SW1 a distance of 1501 'feet easterly of the Northwest corner of said SE4SW4 thence easterly along the northerly line of said SE*SW1 a distance of 150 feet; thence South 0°10' East and parallel to the westerly line of said SE4SW4 a distance of 1048.94 feet; thence South 67°05' West a distance of 37.07, fe�t; thence South 55°23' West a distance of 45.75 feet; thence South 71'42' West a distance of 49.72 feet; thence South 54°08' West a dis- tance of 37.98 feet and thence North 0°10' West and parallel to the westerly boundary of said SE4SW4 a distance of 1126.66 feet to the point of beginning. p This conveyance is subject to the following restrictions: 1 1. Said tract shall be used for residential purposes only and for I no other purpose whatsoever; and no buildings shall be erected, alter- ed, placed or permitted to remain thereon other than one detached sin- ._ s gle-family dwelling not to exceed one and one-half stories in height, one guest house and a private garage for not more than two cars. t 2. No noxious or offensive activity shall be carried on upon any lot, nor shall anything be done thereon which may be or become airannoy - ance or nuisance to the neighborhood. 3. No structure of a temporary character, trailer, basement, tent, shack, garage, barn or other outbuilding of any description shall be used on any lot at any time as a residence, either temporarily or per- manently. 4. No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, excepting that dogs, cats or other household pets may be kept thereon, provided that they are not kept, bred or maintained for any commercial purposes, and excepting also that riding horses not to exceed one horse for each person in actual residency on said premises may be kept thereon for private use. 5. No sign or signs of any kind shall be displayed to the public view on said premises, excepting one professional sign of not more Athan 1 square foot, one sign of not more than 5 square feet advertis- ing the property for sale or rent, or a sign or signs used by a build- er or contractor to advertise the property during construction and sale. 6. No oil drilling, or other development operations, oil refining, , quarrying, or mining operations of any kind shall be permitted, nor shall oil wells, tanks, tunnels, mineral excavations or shafts be per- mitted upon said premises. No derrick or other structure designed fori use in drilling for oil or natural gas shall be erected, maintained or permitted. _ 7. Said premises shall not be used or maintained as a dumping ground for rubbish or trash of any kind, and all garbage, trash or other waste materials shall not be kept thereon except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary con- dition. 8. These restrictions shall be binding upon the above-named gran- tees, their heirs and assigns, for a peiiod of twenty-five (25) years from the date hereof; provided, however, that if said premises shall be- come subject to any Zoning Resolution for Garfield County, Colorado, or any Zoning Ordinance of the City of Glenwood Springs during such period, then these restrictions shall be automatically terminated, excepting as to easements then in existence. 9. These restrictions may be enforced by the above-named grantors, their heirs and assigns, or by.any owner of property in Western Hills Subdivision adjoining said tract to the East and now subject to those protective covenants recorded in the Garfield County records as Docu- ment No. 203827. Goes from Northern line of SE SW to Southern boundary of WS Welding parcel. Exhibit 7 Bopk 329Fage 559 • - tv.Rwith sit and singular the heretitanients and appnrtenances thereunto belonging, or i17. auYwise star.. the rerev,ion and reversions, remainder and remainders, rerta, and profits thereof; and .• e. tate. riekt, interest, elann end demand whatsoever sI tl:••• said pnrt 7 or the first part, -either in kv.v, of, in ndd to the abovirbargatned 0!0.71 th her.ditaments and ;l110111';,111711007. - • To IlAvt: A ••;'it 7(71.1) the s.,id pro nartir-• of th.''.,::d p7t.7, tin ir heir: hi C Iti s nt-s...adors, st•1 • • aei partie.! eon.I part, ••• • h is st nrei .1. .1, Is. -.7 iLl'• 1,1 1:t17, Cr.'• 0(8,00 bargained and described, with the appurtenances, unto' the ami foi,vcr. And the said part y of the first part, for ate! :elminktrz.tor.;, do es cevenant, grant, bargain and agree to 1,1, I' that at the line of the unsealing and delivery ised of the promises atove conveyed, as or geed, sure, perfect, absolute in dee simple, and ha s gond right, full power and lawful authority nle on, r and Nam aforesaid, and that the sanle are fre.e and clear from :haw, taxes, assessments and incumbrances of whatever kind or natfire, . • 'PT-TiZ7,7MZ' )11 and 11,, abovo Itnrgained premises in the (mitt and peaceable possession of the said parties of the: second' part, their . heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole or any part thereof, . the said part y 00 1110 first part sliall and vill WARRANT AND FOREVER DEFEND.. .:, , . . • - .• .. EN WITNESS WHEREOF, Um said part y of the first part ha s hereunto set his 'hand'. • •anek. S011i iho day and year first above written.. . .. . . . . .. . . . . . . Signed, Seidel and Delivered in the Presence of • .. STATE OF COLORADO, ss. Garfield County of [SEAL] 'r'llefor'egoing inotruincnt was acknowledged before mo this 1960' •,.1).y.4..."-,J,ames 'V. Minor. .1•14.1; Onniisti6:1:1•:0:Pinnl March 19 • • • • . • • - .•• " 7tet, day of [SEAL]. • . [SEAL] • September , 1964 . Witness roy hand and official seal. L7/(-,Lte .et241.4,;1. Not., Publi. •ft. I.perwo or p,rsono be, iosert nom. or ootoro, (7 7.7 poroons acting in representative or official capacity or os attester -in -tart. then intkrt none of person ne e,ecntrir, ntiorne,In-fact or other cop/Icily or derscription; if by officer of corporation, then Insert name of such °finer or °Meer, ,o the president or other officers of 'sock eorpornt(on, naming it. 0 17 '7) Book 314 Page 510 Exhibit 7 Recorded at. .9 '° o'clock A M , Jan_ 21, 1_�------ Reception No..?13 $ -- �+ • �E ^ _Recorder. THIS DEED, Made this 2nd day of January in the year of our Lord one thousand nine hundred andfifty-nine between PAUL J. ENGELBRECIiT of the City and Denver and State of Colorado, of the first part, and County of of the JAMES V. MINOR County of Garfield and State of Colorado, of the second part: WITNESSETH, That the said part y of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations, to the said part y of the first part in hand paid by the said part y of the second part, the receipt whereof is hereby confessed and acknowledged, ha S granted, bargained, sold and conveyed, and by these presents do es grant, bargain, sell, convey and confirm, unto the said part y of the second part, his heirs and assigns forever, all the following described lot S or parcel S of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: An undivided one-half interest in and to: A tract of land situate in the SE4SW4 of Section 34, T. 5 S. , R. 89 W. of the 6th P. M. and more particularly described as: Beginning at a point on the south boundary line of said SE4SW4 150 feet easterly along said boundary line from the Southwest Corner of said SE4SW4 of said Section 34; thence northerly on a line parallel with the westerly boundary line of said SE4SW4 and 150 feet easterly therefrom to a point on the northerly boundary line of said SE4SW4 150 feet easterly of the Northwest Corner of said SE -SW4; thence easterly on the northerly line of said SE4SVd4 a distance of 150 feet; thence southerly parallel to and 300 feet distant from the westerly line of said SE4SW4 to a point on the southerly boundary of said SE4SW4 300 feet easterly of the Southwest Corner of said SE•-SW4; thence westerly along the southerly boundary of said SE4SW4 150 feet to the point of beginning. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said part y of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said part y of the second part, his heirs and assigns forever. And the said part y of the first part, for himself , his heirs, executors, and administrators, do es covenant, grant, bargain, and agree to and with the said part y of the second part, his heirs and assigns, that at the time of the onseal- ing and delivery of these presents, he is well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha S good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soever. Land the above bargained premises in the quiet and peaceable possession of the said part y of the second part, his heirs and assigns against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said part y of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said part y of the first part ha S hereunto set his hand and seal the day and year first above written. STATE OF COLORADO Boulder ss. County of Dew= The foregoing instrument was acknowledged before me this A. D.19 -5J'; by. _PAUL J. ENGELBREC}IT. My commission expires Feb.2e, 1962 • ..._.... :.............(SEAL) (SEAL) (SEAL) 17th day of January , 19 . Witness my hand and official seal. Notary Public. No. 932. WARRANTY 1)1300.—For Photographic Record. —Bradford -Robinson Ptg. Co., Mtra. Robinsons Legal Binaka. 168448 Stout St., Denver, 001o. Exhibit 7 Recorded at../.; r? o'clock..P._._M.,.._Jui; f 2IL, lc $ Reception No..2S247?_ Yam+ .:e.r._.al.+... n£f'v x.11 _ _._ Recorder. 3ook 310 P- ce 361 THIS DEED, Made this 12th day of July in the year of our Lord one thousand nine hundred and fifty-eight between JA11,.,ES V. MINOR, JR. of the i County of Garfield and State of Colorado, of the first part, and JAMES V. 1LINCR of the County of Garfield and State 11 of Colorado, and PAUL J. ENGELBRECET of the Cit,; and County of Denver and State of Colorado, of the second part: WITNESSETH, That the said part Y of the first part, for and in consideration of the sum of {i To n Dollars and other good and valuable consideration �ohLA;;s; to the said part of the first part in hand paid by the said part of the second part, the receipt �i whereof is hereby confessed and acknowledged, ha S granted, bargained, sold and conveyed, and by these li presents do CS grant, bargain, sell, convey and confirm, unto the said part ies of the second part, their I'; heirs and assigns forever, all the following described lot or parcel of land, situate, lying and being in the County of Garfield and State of Colorado, to -wit: An undivided one-half interest in and to: A tract of land situate in the SE -SW4 of S.,ction 34, T. 5 S. , R. 89 W. of the 6th P. M. and more particularly described as: Beginning at a point on the south boundary line of said SE4SW4 r 150 feet easterly along said boundary line from the Southwest Corner of said f)Pt '' SE4SW4 of said Section 34; thence northerly on a line parallel wit:h the westerly Ot If boundary line of said SE4SW4 and 150 feet easterly therefrom to a point on the 4.7 1 'i northerly boundary line of said SE- SW4 150_feet westerly of the Northwest . n 9 ., Corner of said SE4SW4; thence easterly on the northerly line of said SE'--SW4 a t• ; , a distance of 150 feet; thence southerly parallel to and 300 feet distant from • & I the westerly line of said SE4SW4 to a point on the sout:_erly boundary of said c 11 SEI -SWI 300 feet easterly of the Southwest Corner of said SE+SW4a thence z z westerly along the southerly boundary of said SE4SW4 150 feet to the point of > > bCgIlrei iER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise o a a a appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all , , the estate, right, title, interest, claim and demand whatsoever of the said part y of the first part, either in law LL I. or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said part ie S of the second part, t.leir heirs and assigns forever. And the said part y of the first part, for hymsel f, his heirs, executors, and administrators, do es covenant, grant, bargain, and agree to and with the said part ies of the second part, theiIheirs and assigns, that at the time of the enseal- ing and -delivery of these presents, he is well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha S good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soever. and the above bargained premises in the quiet and peaceable possession of the said part ies of the second part, their heirs and assigns against all and every person or persona lawfully claiming or to claim the whole or any part thereof, the said part y of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said part y of the first part ha S hereunto set his band and seal the day and year first above written. STATE OF COLORADO ss. G County of GP rfield The foregoipg,iindtrument was acknowledged before me this leb,v;'JA11.MES V. MINOR, JR. s.. p 'Dly.cpOommisslQn,e^expires March 19 ti 11 lo'�+ dstbil<1� i.Y.T.f ..w» SEAL) (SEAL) (SEAL) $ tiA day of July , 19 60. Witness my band and official seal. tl` �j/'--" Notary Palle. No. 932. WARRANTY DEED.—For Photographic Record. Dradford-Robinson Ptg. Co., Mfrs. Robinson's Legal Blanks, 1824-46 Stout St.. Denver, Cola Cp Exhibit 8 -- 14' Book 359 Recorded at4.:3.2......._...o'clock-.._ P .M., _.. July 30,.._1964 Page 5/18Reception No 226479 Chas. S. Keegan Recorder. s THIS DEED, Made this 27th day of July in the year of our Lord one thousand nine hundred and sixty-four "between JAMES V. MINOR, JR. .of the County of and State of Colorado, of the first part, and GEORGE J. PETRE and ROBERT S. ZIMMERMAN, doing business as GLENWOOD INVESTMENT CO. of the county of Garfield and State of Colorado, of the second part: 11'ITNESSETII, That the said part y of the first part, for and in consideration of the smn of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION RRbtb¢WWx to the said part y of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, ha s granted, bargained, sold and conveyed, and by these presents do es grant, bargain, sell, convey and confirm, unto the said parties of the second part, their heirs and assigns forever, all the following described lot or parcel of lend, situate, lying and being in the County of Garfield and State of Colorado, to -wit: A tract of land situate in the SE 1/4 SW 1/4 of Section 34, Township 5 South, Range 89 West of the Sixth P. M. and described as: Beginning at a point on the northerly line of said SE 1/4 SW 1/4 a distance of 150 feet easterly of the Northwest corner of said SE 1/4 -SW 1/4 thence easterly along the northerly line of said SE 1/4 SW 1/4 a distance of 150 feet; thence South 0°10' East and parallel to the westerly line of said SE 1/4 SW 1/4 a distance of 1048.94 feet; thence South 67°05' West a distance of 37.07 feet; thence South 55°23' West a distance of 45.75 feet; thence South 71°42' West a distance of 49.72 feet; thence South 54°08' West a distance of 37.98 feet and thence North 0°10' West and parallel to the westerly boundary of said SE 1/4 SW 1/4 a distance of 1126.66 feet to the point of beginning. This conveyance is subject to the restrictions set out in that certain deed recorded as Doc. No. 210934, in Book 329 at Page 558 of the records in the office of the Clerk and Recorder of Garfield County, Colorado. Reserving to the grantor an easement or right of way for road ourposes thirty feet in width across the above described property as the same is now situate and in use, being a continu- ation of the street as platted in the Western Hills Subdivision between Lots 1 and 10 in Block 10 of said Subdivision. Said reser- vation is also made for utilities. LEGAL ACCESS Description of original legal access Reserving to the grantor an easement or right of way for road purposes thirty feet in width across the above described property as the same is now situate and in use, being a continu- ation of the street as platted in the Western Hills Subdivision between Lots 1 and 10 in Block 10 of said Subdivision. Said reser- vation is also made for utilities. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said part y of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. No. 463. WARRANTY DEED—Far 1'hotoirephle Remrd.—Bradford•Bobinron Motley Company. 182446 abut Surer, Denver, Colorado Exhibit 9 floor 384 Recorded ..-1L..._�!lil)0_.�?.i..1 'J . Pogo 566 f4xopUon Tin U>h'b,'tl, Made this Oth day of May Immo year of oar Lord ono thousand Woo hundred and 6i)ty-seven between JAMES V. MINOR, JIt. otuao county id Garfield and Slane Of Colorado, of Lim firm port, and VON-LElii, eorpoialbu orgouiztnl end existing under mad by chine ul tbo Iowa of lite Slate of Colorado , Of oho acconal Pelt: ItKCOSbiitt'S S'1AM1 WY1TN1(S '1'II, Thnt the void party el MO fort pact, for mod in conaldrrnlion of the sum of 1\111 Dollars and other good ;moi valuable considerelicu, lotiWJfllbc to the said part y of ohs firm wart lel hand rola by (hn void pnoty n! Ute ,ceoud port, We rrrcipt wheroof b hereby contented 0odatlinawltdg'ed, lay granted, bnrgdtntJ, void and coorryed, mid by thaw hresen to 410 CS Omni, bardsIn, veil, romvey ono cou(Inn, unto ibo sold potty of Om mecum' pnrt, ;to smscrvoro and assign, forover, n11 of the following deaeribed lot or pontol of lent Athlete, lying and being iu the County of Gu 'field nod stoto of Colorado, to -wit: A tract or land situated in the SL•',lS\Vi of Sect Ion :i d, 1'owluhip 5 South, Runge 00 West or 'the Gth N.M.. de- scribed tit follows: 13c(dnninl ut ;1 point on the Westerly lint• of stall SI:;SW„ 300.00 feet Norlh- crly or Uic' Southwest crn•ncr thereof; thence N. 00°06' W. 1010.00 reit along the Westerly line of sold SE;SWf to Ilte Northwest corner thereof; thence N, 119°50' 15" E. I Lo, 00 tort along tltc Northerly line or said SE+SW}; theuce S. 00°0G' l 10Lt. u9 recto thence 5. 09°5o' W. 150.00 Iect to a point un the Westerly line nl' said SIS,_SW,'I, clic point of beginning. •I' P ' Itier truth that 4.• (lain casenu•11t or right -or -way for toad Purposes F 0111111 reserved by ',he sail party of the first part in that certain warranty deed record- ed us Document No, 220479 in slunk :159 at Page 573 thereof of ale records or Garfieid County Co It, ratio, TOCt'(I2(Lll ll, on nod ,hogoho, the hereditament(' and appuwtenaneco Own:outs belonging or in anywise nppertninbog, and the reversion mrd reversions, romahske and ,nnnl°drrs, renis, Issues and ptohut thereof; end AU Ileo ental¢, right, UUe, IntereoL, claim nod remand wbntsuovcr ofJ.t4 sold potty of ibo tient port, either fn law or .•truly, of, In mol to rho ,.Love brgni,.rd puttees, with Ow bewailsmetts tans appurtenances. TO HATS AND 're. 1(01.1) Wo amid promises 0Lov0 bargained mrd dcocnlbtd, with (ho sprurteasur o, unto Uto sold rorty of Ulu °¢conA Lott, its anrcrnsoro mud uaalr,n1 forever. Aad ibo avid part y of the first port. for tl)ltnelf. Iii(: hdrs, rs•roled, nod ndnd,dnralot-s, do CS covenant, grant, hnr(;nio mot ttgreo to nod with the sold rorty of the second put,!(, sltttrsaets owl assigns, that at, the limo at not envroane and delivery of West prenenta, tu: jg well seised) of oho prrmMra phew° convoyed. no of gots(, sure, Ile fret, aLsoluto moi tudctratillo estate of hjwrhtntn.o, b. he. In fee simple. And lot y good richt, full powrr nod lawful authority to grnnl, IawFnLo, sell onJ convey the sante in molter and form as afnonld, sod Ihnl (be stunt arc (ret and done trent all former and other gt'mh', bargains, amen, lions, taxes, n,wttnavds nod tn..umbnnocco of wlakver hind or nature aotier, and Uw nbovo burpdaed pratlseo itt 1111• quirt mod popwtul Iasmolon of rho said party of IM second part, fly ,ueeo ioln and nsalrus, ognitnt 011 mud lwery peraol er persons htwfully Uniming or to Asim too whole or any part thereof, tow sold prat y el the first pact shall and will tYAItI(ANT ANO PO(th:Viitt LEt'13N0. 114 WlTN14SS A'IIRiht1Al; The RIM party of rho (list po t bn g hereunto set IIIb hand and noel tiro any and Teat first nbooa written, r Signed, Scaled mill Delivered in the 1'reacotce of 1 • 1 \''.G A1 -I1 UI`, A..fl`'e.'" _CSSAL] .(.Clo.11ocutuc'utal;y. Stanips...requir:ad).-.. I• .LSICALI tyrA1'L•• Op COt.O11A00 Campy of Gartiold TIII'4fptrgUIJ; Initrvmont was nehnowl vlgod bolero mo this 'r fh day of kitty 1Ltk,G':1tLY.1,# •�iro„VnrS V. MINOR, Jlt, ••d" J Tittin4.l and °Litchi seat. ttt In I on exglroa }u•. •t, r, (.'4.1' S L '• or .....civ ..Go.. Soon Porno No. 5g1 WA11UAOtn OMNI WI t-0O1•m1Art0M-1,.. 19L.1.dnd. (Herod, -Wnd(WM°tbr°, rcloilo *0.00., 1120-40 Awl name, Nov.. °.Leda 103. cs Scanned by CamScanner Exhibit 10 •••••••••.. Ca* aour C...•••• Ma+ CHALET—VILI AGE NO. • 11 i . • • " " ' ` • • • • " • . • • • • ; L 21EL: ••••• Scanned by CamScanner 4 Exhibit 10 „enes, PACK101... -N- 14 14(.., alaTSMENT OF OWNER aND DfFO OF ofDICATION 23E ▪ MTN OW awl !Me PLL YES ay 7'd 1"..r.t. 1.1.• VCN-Lie. LTD., :olurndo con.cration, hatng thn cite ' o' al' ;art the agg.itti of dectien 34, Tenor...hip &Pnt'.t., 01!. P. t. lescritcd 0.followth 131/17 st. r,ho ‚let nt 10 54 the Uoutlanist, Corner of said PEitki tearr, D. a .< tance of 33%16 feet; thence N. C-06' W. e..stunce 1.40.00. 1.4,51 along the west Ltno of ,:eid beVae. ti alatanco ehes,.. ititneso Corner (sr the enetr. tad: rt.., Coraer d aec ti 34 hoar:, .5. 09•05,12, E. a dtztan,.., oi fret,. . • g•Oe• a I5 ciance of 140.C1 f.het; then ae E'l':. P. • distnnee is! 110.00 feet •to the point of heEinninz, end containing 0.402 acros, .cre nr 1,00. Together with thea certain aaocaent r . purposes and •.ttil I tier reserved rind detct4bOd In rranty deed ftled. for re:nerd as Ouch:sent No. 2t.”.1179 In a' rage 575 of the reoorda or .Ciarfl [Li County, does hereby subdivide said real proinerty and deel.gnato tr.e. as VTLLACE Nu. 5, and files further -herety state nnd certify as follows: 1. That it hits caused. th a or:PP:lel plat of se Id Viable YILLACE No. 1 to he Made and :1.1rd. C. That it has cahsed the above -dose •Ibel tinnperty to • • be laid•out, plotted end subdivided Into the Chalet Lots, Roadways, Eecedenta and eneeon designeted,end shown l'ere- 3. That It hereby dedicates to the public' dee all ar the Roadways ,designeted and shown hereon, and 5 11,borehy dedicates To,the publio 055 that 5ertain rare..neht. or right- ofeesty for rpnd .;.eponee and utiV tlee :neer:v.1 0.5.1 dosortbe:d in, warranty deed t51w1 or reca.rd 055t.".'ocosent 3:-. 2204'D, in Dank L5.9 st Yogi, 57P, or the rocs' -do c larfieln Cruelty, Cal Orilah. 4, That utility ea zemcn ts ore ho'reby lees ted and re- served. from the dedication .hercor at shown hereon and thee said owaer furthor hereby raterreo •551Ity erttohta 0040 nal. 5510E0 Comaen areas hereon designated. 5. That the area, heronn as Cwstien. Aret.a 'Ire • hereby dedicated In .per,.setu7ty 0.. ;ark an,. recreational areas for the common use and beast! t all Chalet Lot otners In anid 0014175011,n; subject, hvereer, to the reserratIon 5.1 eastertnte for “tilitias ofort.s.mtd, 5. That this plat enrrently ci•:ces Anil 11- . seensiona of 0014 Chalet Lots, Pcsataa;;•s, Lase:en:0 or..' ComaOli• Areaa with the di aansicna indInetodhorovn.ria prepared from an actual field ,iuterey thereof, IN WITNESS !NERCO7 the said VON -LEE, LTD, has 1.eee 04 corporate 10.5111 to be hereunto arhsdribent by its President and perste eta: to be affixed, attested by to Lecrotary, this day of s , 4. D., 19137.- • Attests VON-LE/I, .LTD. .ffeTE OF OOLCRADO ; ) os. • COUNTY CF GARFIELD; • . • The foregoing dtateNert• or o,.,, ltd Deed of 1o4.•;atl seta Y ac'anowledged hefrchee.this or e'•, 159' t•-rgaersegs • sa "\ at Secretary of VON-LFF. V15.. a euyo, • ;Tit:lees ay P41.1 .?r1.1 Notarial Seri, :15 0V:Mt:C:05 5'74.1 Icitte•at CERTIFIC.ITZ CF ZURVZYCk 1. J. VAII.Rkli FERAIN,do hereby certify that 1 sa a Registered 5.o,4 eedr • licenred ur...15r t5 13.01 01- the .:itrala,5%1, ..1„, s 5 true, .corraut. and cor.;•..lete plat of the C.haleteVillage No. 1, az herein laid out, platted. and dedicated; that nala 9501ar.c. prepared from an accorate survey of 0514 prnperty by at and onder c.: au;.envialnn and correctly shoes brio location a. -.d dlaenPlans of 011 Oralet Leta, Easements, Roadsays aed Common Areas la 0,1 1 /111 th4. 53:115 oft rotati mrd leested thr. graaand. STATE OF COLORADO ) ) se. COUNTY or ruarla.:) 1.4 A '5,A11...t1, tarti`icat No. - 1 Tho lisois.and foregoing 7eritticate of tintreenst eac ucanoaled9ed before me thialaty.- day of Day, A. O., by 1, F50R55. Dy Decal noi en ear..1rek,dig..41-...1./.10,,Z Scanned by CamScanner 4tAL£ eC/7 ; `/O FEE i ;a } MW4� .jn sky Exhibit I n 437.54 /O r2 55..vry � s �9s -for fh%d- ;99 ert'�S//owe /✓o. /. ,/e/✓ 9 cn • CH/ ET- V/GLAGE /VO S/ TUATED /N 77.2 - SEA SB/14OF SECT/ON 34 TOM/SHIP 5 SOUTH RANGE 89 11E -S7- OF THE 6777! OM GARF/EL D COUNTY COLORADO SCA[E / /NCH s /0 FEET STATCAl wr OF OWNERS AN0 05E17 OF 0610/C.'4770A" /mow o//men dy ,hese ,O.rsen7s. /7pf ,she u"eeee7-.'p ed !/OA/ -L EE L TOy o Co/47.5047 CorF,arolyd�J beim 7`79e sa/e dresser m fiS»e o/e of o// /550? .2.0/ heiron p/o7SYed ar,d ,sribd/v.deo, hereber p/of ewe' ibd'✓file the eeee 540,,07 on .0*, refs• / fh/'oegh 6 and e0se07e0f3- os shoe..i and he cby ohne a.,d cesr9nofe /He some w' C944.14T-✓/GLAGE 50. 5 s0 Are Comfy of Goi{'e/d 67" -ale of Cb/overdo, seed p riseerfr, been, described os fo/Veers A// ,69o7" ,nee./ of Wm 55*SNA* of Section 34, Tow„sh,o 5 South, Ronge 999 West of the 6777 O he Po/ Me/ -/e/00 /4' /wp io -* .ei/y of /,he /roi/#er4' /line a/ /hr CNS 5, - ✓/LLNGE N0. / ora.5 c.5.1.1,//4, 05, /haores/or/5e X:.e ee-ele'S S5. 5.1-.%4 res/ - o / be. -y Y5 d 6s l'-o//news: Beyi n n9 or` o pb/n t o f fhc ,✓esfe/* /9 of ,,47777 .55f . i,e)b ....ahsnce /He sts Mires,- rornei of_ seed SE;4.5.4 *. Denis 100 as e775 477556 74-97"/ ,hence .4 00.06.005 /20.00 stet O/a.Qrnq ,she nts'fer/yy /one ofskyed SElh SW✓ste, /hence N. 09.77'Ca7E /?0.00 fees/i Hrfe,er ^. 00•A6'a69B /90.00 , f ,' .otos,/ oil 77,19 0o.0•57e.-4 /,ne of said CHALET-✓/GLAGE 4/0. /- *Hence .559'.57 OOH' /50.00 feet a/o -79 /he Noe -75%,/y /-7e of send ✓/GLA05 N0. / on /he Ares/ -e.,./ .0779 of sc/d .75» S.5*, /h a pb,,, f of /nn in9 00.070.6?7,0y 0.4:45 To9e,'6e,- c..ef2 ,ho/ cer7ben easement or iiyhf-of- rua 76, rood ,c,.., -poses o,,d Ufi/,#, j /TJe/✓ed ono' described,, H'oiioneyy Oeece rrcarded ,./ /fie o.9ice of /he C/eiA- and .Pecord9, of Gor,4/d Caunfy, Co/oredo .*s .000Os9n7‘ No. 526479 N7 5054-.05-9 0fpv9e sle. Now, 77,7e2fore,, /he said ✓ON -LEE L50. 697727 /he so/eoirnes of. o// / $ /mesh derenebed, ,oho/fed orals 4e4Weled 'does hereby sfafr and e-era`ify os fir/,6 s + 1• 77,0/ .,o,Y/ o.✓rier has Cvused this of/c'o/ p.4,/ of sore' CWALET- P/L4A5E A/0. 712 be .,ade and f:/ed. 2. 77A7/ sod or.01e, nos caused The era/ or0,00e-hy os sheen o , ehys map ,b 6e /0.d au", p/07 ed 900 .W6dYv c'ed .n/9 c49/9/ /ofs rood and Cowmen fs os .r/Toiv/, 47/70' ,stored Norton. .9. 77,4! sod 0009.- /x269,�des' 0 /es ,b rYne .o -6/Y use o// o% ,fee roos'4./ays desi9rn/ed ohd s4ow/7 4ereon, av/d 47.647 /xrrby d00'reees 7b ,Sbe ,opwob/,c eve 4+0/ cel -tarn msee+,en/ or- /-/yhl-of- aro 05,- /es- sad Awe-poses eersi ,9e o <<cfo/ ,hes C/erk and Recorder ofGa.-fee/a' Lbe/n/y, Cd/or-0c/0 os e'c-umenf No. etc -779 in 5o,2 Js9 of Rife 5-75- 4 Tho,' ut l'/y o €.-,sen/s ole nee -eau /orofed o- o' reserved tram t9/9 ofed eo/tvn os shown hereon end'/4 o/ s,vid o rustr rh4e,. neie47 /rser✓eS f / .e/ eose a /s" S That ,his p.6/ ret//y shows s54.9 /22e9»b.,zs w,f si.,ensiins of -sone' Cno/e/ ./97's, ea09'94 s and e9se ee n/s ,.'/h 44 dense :sid,s .,.id ce,Fss hereon, os- prepniedyf 677 an ache's,/ fie/d survey f. - rN 41,,./9'33 wN2 597 /he sky's' 1/0N--L6E LTO, hos cau.Ted .-/s Corpora fe Nome 7o de hee,en/o su6x :bsd by./e //s Prdene brseed /At Cahenne a Seo/ ea be of -rod, al/es/rd.'by ...Sec,-e/o/-5r /fir's es u' ,t Je... .4.9, /969. .tt�- ATTEST, .1/0 E -E; "LTO" ec e,or/f 57475 OF COLOR400 Co.w7Y OF 04.0975/ 0 sky. 79Ye adept use..77599ey Sear.e.,7e f�pfdQ O. oyer -s and Deed of Deb ca,'.•gn 0473 oc.tnow/edged eefoa erre :r _S .711 fgfJ..... ,,.eD /969 5 , Me./i: A. ,A... o... kyr Secve fory'b Xy yfawr b•Utn-mss C.�-• as Dins: s st 0{ 7l�JiY- LEE LTD., o Cabe -ado .5 t9'on. v ) ler'hNess my hens' and No.45r/o/51ro/ , Co ,9rrr.,sss09 crpr /.--v /c, /974 et*:-...--.. 7 33•:.,-i Cert '{.cafe of Servs or /V0,bry Sen/ .4bbei/ .v �/»s/ey, 6e..0 ries/ duo/ swain upon he's 00th deposes and says • 77777/ he /'s o y:st .�d /ons' ." /.tensed undo e4he /owe ger ,hfe Sfpfe of 50/aradn, That he .499srirveye!d //!e CHALET- ✓/LLA6E NO 2 subdivis.an .n /h4 Cd n/ , of 6o/-f.•e/d orrd 3/4774 of Co/orodo, /share such survey was oe7 05 e/y done; /ha / The o/o / shown hereon some//y shows ,She 10,s.,s/ieefs and nose nets .- , ,She CW4LET-WLLA6E No`. s , suhd '/,sen as /he .50 .1•74. are shed -ed upon The l..4,7-• . /s ere. ! .,. -urve STATE OF COLOQAOO, COUNTY Lf GARfzez 0 ,ss. . owr 4,40,e'.4o.r and , 'e7.ns7.vmen/ 4103 ocknow/edged .before .4+70 2s ab o{ J' "e .V12 1069, 5d u' 1:e•ei/ A. WO.r,s/ey'. /ies/neae my 29,70 0„.).✓ 40,-,a/ sea/. .,Hy C!»7m/JJ.an e - --es •/••". /C. •4 73 Norirey R/6/ic .Occspfed for- firmyb /he oeu'ce 0, /he Caue7 Suive r of Sae -died Cozen /y, Ca/rade, an ,she -, f day o�D, / un• y r✓ey9/ Scanned by CamScanner Exhibit 10 CANLET Lo T MO 4 eeex dN -T car $% v ^B9 1Tl+f CfiaLET COTe[! 6 C ArT co `•/ ,%0 W 9 CN4LET Lor 4426 1 I Apr` A. 1 .'>4 h I II I• S' G44LE.T Pw.-L.SGE n .S (20///,'Old ss/t. x. PM�.w/ ::1+-:•=, T1 1p, GS MAP OF ter; - CH/ L ET- V/LLA GE NO 2 0/71/..TED aNr M--":=-7. SEA SIVM.a MtT/ON J4 7UWNSN/P 5 Sa/TN RANGE B9 /YEST Oo THE 67W PM G✓!RF/ELD COUNTY:COLORADO ST/[F /OWN • /0 drier r._ Z43fi54 ,z d 4 ms TrI M;r' it 3= 'K vimXrir ,— ......,._ d ". 1. ..tea ' o! glf.:,.•oo i—. .;y‘7,...., -77:27,17,7".". w... -77:w ../. „t ... rwwoy tir... Coot/y. Ddu, a //Ao l Me qo saar...t J Scanned by CamScanner Exhibit 11 -Recorded at o' olotak NOV4 -'5 1979 BOOK 539 PAGE/23 2.992"7fi Reception No. Mildred Aledorf, Recorder okaxmoviy geed KNOW ALL MEN BY THESE PRESENTS THAT GEORGE J. PETRE d.b.a.GLENWOOD INVESTMENT CO. and-ZIMMERMAN INVESTMENT CO. First Party P.O. Box 400 P. O. Box or Street Address Glenwood -Springs, Colorado 81601 City, State Zip NOV CC5 iR sirF pni Ili- T..9Y fiE s9 x Individually * ❑ a,Colorado 0 a Partnership ❑aLimited Partnership tor and in consideration of ten dollars and other valuable considerations, in hand paid, hereby sells and conveys to _COMO,-INC. Second Party, P.O. Box 1334 P.O. Box or Street Address Glenwood Springs, Colorado 81601 City State Zip *❑ individually o joint tenancy ❑ tenancy in common ® a Colorado Corporation ❑ a Partnership ❑ a Limited Partnership the following described property in the County of Garfield and State of Colorado: A tract of land situated ut the SE1/4SW4, Section 34, Township 5 South, Range 89 West of the 6th P.M. described:as beginning at a point whence the Witness Corner for the South -Quartet "Cornet of said Section 34 bears:5. 65°15'46" East a distance of 1,118.085 feet; thence S. 0°06' East ppaarrallel to the West line of said SE;SWQ a distance -of 225.39 feet; thence S. 65°05' West a distance of 37.07 feet; thence S. 55°23' W. a distance of:45.75 feet; thence S. 71°42' West a distance of 49.72 feet; thence S. 54°08' West a distance of 37.98: feet; thence N. 0°06' West parallel to the West line of said SE;SW' a distance of 265.91 feet; thence N. 77°35 East a distance of 130.89 feet; thence"N. 66°241 East a distance of 24.03 feet to the int of beginning. TQG with an easement or right of way for roadwaypp��..ppooses over add across a tract of 1an aping 30 -.feet in width and being than amount south of the above described tractof land which easement or right of way is described as follows: Beginning at a point whence the Witness Corner for the South QuarterCorner of Section 34, Township 5 South, Range 89 West of the Sixth Principal Meridian bears S. 65°15'46" East 1,118.085 feet; thence S. 66°24' West 24.03 feet; thence S. 77°35' West, a distance of 130.89 feet; thence N. 0°06' West, a distance of 30.71 feet; thence N. 77°35' East, a -distance of 121:40feet; thence N. 66°24' East, adistance of 34.14 feet; thence S. 0°06' East, a distance of 32.71 feet to the point of beginning. with all its appurtenances and warrants title to the same, except and subyect to general property taxes for the current year, U.S. patent reservations and exceptions, any and all easements and rights of way of a public or private nature, planning, zoning and other governmental rules and regulations and prior oil, gas and other mineral reservations and exceptions, if any , and restrictive covenants of record. SIGNED this 2nd stay of November STATE OF COLORADO 1 1 ss. COUNTY OF GARFIELD 1 AD 1 79 Georrga-,f P`� b = Glenwood Investment Co. General Partneri- Zimmerman Investment Co. The foregoing instrument was acknowledged before me this 2nd day of November 19 79 by Ceorge 3. Petre d/b/a Glenwood Investment Co. and Robert S. Zimmerman; General Partner, Zimmerman Investment Co. ,:;Withessmy ISand ani.f official seal. "M ( ccitrtmissioif expires: 3/36 /im _ Notary Public. NOTA r, it tpplrcable, mackria re with x. Singular shall inotudeptt;rat as context requires. Exhibit 12 Certificate or Damatin and Ownership undersigned oma Rasmussen, being sole owner In fee simple of all that real property situated In Garfield County. described as ted in the SELSW14 of Section 34, Township 5 South, Range County.Cdorado0l Wof amythe WWest llnero lane GeSEI6R3^.ld of Projct rnlingNo.1wubdlision,a ism bber vdu pp.`.`s No. 4100e Northwesd being t ofChaleevuage 33 Me Mitchell Creel( Iowa rebar cap. LS.No.Ikyble.LWparcel of land Wit, more pamuderly desrhbed as follows: commencing at the No with cap, LS. 11egie(True SI(. Witness Corner t nallInpmegn Row bears 50 003l -E, 25.181;Me eN65.15'1 wto Me Mt Corner of Section 34 of sald Tormslip and Range, ,e distance of • found r138.22eet ma line of the Gorges d Con, records, Me True Point of point Merra.wngthe a parcel lases pa lorl.b 329et in Boot329atPage sse the Viewigsh IS) mune.: til ten. S00.11-Edr... of 225.41 kis; 21 theme 5675'29, a dbtarce of 37 07 feet, 31 theme 555'23.2902, a drctam, or 45.75 feet; 41thence Sn'a•arW, a distance of 49.72 feet 5, then. 554m39w, • distance, 37.96 feet 6) thence N0m1l31w amnp u. wester0 one of salsa morcel of lam described In Book 329 at Page sse and also being ge 0the 1 same as easterlythe line recorded Reception m. pOntn sond also puttherly lihe ne m Mow..wdowlb1o,o,. reserved two IN 0SSu�o.ge s 6 of the Gamed distance of a t,,,.mNs-thnene ams saki southerly In of Mountain shadows Drive the 102002. Whence N77'3,29,, a distance of 130.63 feet 2) thence 1,166.24.2SeE, a distance w N. Os feet tone nn point of Beginning. Sid parcel of Is. oantalnIM 0.833 acre, may 'Hess. Said owner Ns caused the asurveyed. laid out, platted and nmdieldea into bloats o l00 and bs as sawn on tNs Mal Plat under the name and style of property SHADOW SUBDIVISION, a.wai.luon in the County of Garfield. The Owner does hereby ted Pi.. pose portions of landlabeled as utility easements on the a®mpamN Plat as perpetual easements for p installarvn end maintenance of tllnka,Irrlpb tion and drainage facilities Including but nmemhtee to, elec. lines. Resents andekgone Zinn, baptiser with the right to elm Interhd gPees and Gush, withperpeonl right of ingrms and egress faInstallationnd amaintenanceo m suchn. Such easement and rights shall be 2011002 in a reasonable and prwnt Note 9 Is mutualiy unders.d and egreed t.t the access road easement as shown Is orMne and Is lrygress. eh csat rd au afi gl nh es ea for en d l meoe+nwreoceNtTive sNoCoue.no Nea northfscMeslwrs,m sty, Comadonerecords nwiul2snanouMrctlio asn 4peemem EXECUTED this_ day of _AO.. 20_ Owner Aedreni STATE DF COLORADOI COUNTY Of GARFIELD I Deed Rasmussen the foregoing Certificate of Dedrvtlon art1 Ownership was acknowledged before me thlt day of ,,ornmission expires: witness my hard and official seal Notary Public The Certllcate an _ any,.herebyn,wywtItweeney 0 minnedt .tactice oe�lll,ms0sownuon un Plat and tort T05 tuthorized o such is encumbrances (including mortgages. deeds of Hint hdgetsxnd eneamene, 07213.04 aaoeein met e sol nmthe mai Ora effectlrg per, in N Plet2 except as follows: DATED day of ToTECOPAPAN,Agent Ananey Colorado Attorney Registration No Lienlnder Consent and Subor4 nation (Exception Needed in Tole Certificate) The undersigned, being the Beneficiary under a Deed of Trust granted by the Ownerls) upon the real property platted d divIded as shown upon the within Subdiwhsion IEvemptionl PUL certifies that Me undersigned has reviewed the MOUNTAIN SHADOW SUBDIVISION Plat and by this certification hereby consents to sad Subdrvisbn Plat and to the recording thereof. Beneficiary further consents to sad Subdivision Plat as stated in the certificate of dedratpn and oership executed by the Owner hereon, and hereby subordinates any hntemt put Beneficiary may have in and to the property subject to such dedication, to the entity or the general public to which such dedimtwn Is made. EXECUTED this day or lienhod.r ATE OE COLORADO ) COUNTY OF GARFIELD ) The foregoing Lienbder Consent ata Subordination was acknowledged before me Otis_ day of By at, commission ea.,' Witness my hand and Oficial sealNotary Public. FINAL PLAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SEKSW% of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. SHEET OF MITCHELL CREEK PROJECT FILING NO. 1 -44 61NIIIIIhUIIBN NORTH MONUMENT LEGEND SECTIONCA ROL MONUMENT 0 INDICATES FOUND MONUMENT. AS SHOWN 4 parsec ntarv NOTES It Dap of Survey: June 004.y N. MI5, update 4,117. 2017 21 Deb of Propitiation Apse, 2017.xaia 14. 2017 uT d, r Umh: The Inc unit sed m the preparationpreparationof tNs plat b he U.S. Survey foot. nor by the...States Depament of Commerce. ...Institute of Standards and al Baas or BearuS Br Fling No. 1 Subdivision and a prwrndnnnSoupth . SNola26,0rven. 0kvngacl Nordweasterly Corner of M Me, Noratter 0 77o ler bap phryb 00670 r.,,m of qe wee Line of .6 SEV.S. Secton 34. Town. S So.. Renee BS Wext of qv 0) n1177mmwMnwemeiy70.LC4m77m of record, SE ed byStewartTM Guaranty f Glenwood Sim. P01I .ton this sun, ridded the documents and plats as shown In the Sorsa Decume.. ry mon. et iter East End West boundary Imes of . subdivision boundery neat been de.. the edema, gbi E2 taco ctrnndeh from the me WestnI,e mina SEvsW/ed absent. pwem gage ]nes ste w Teats to team a pap of boundary rt, Western Hills Subdivision as .em bmnndwy of me contoured snamw sdmwtnn and n weapnv SURVEY CONTROL MAP SOURCE DOCUMENTS: Survey. Townships south. Renee West 6111 P.14 n P. p.a ay the uS Extension n etIN wthsm of Surveys on Dec. 1930. No. 4 Ret No 238024. PUTarhalet Village No. 2. Rec. No. 243754. PLAT.Chalet Village No. 3, Rm. MAT,The Mitchell mtPrgmfolry No. 1, Rec. No. 335063. PLAT -Western Hills Subdivision, Ree No 203826 DOCUMENT -8k 329 -Pg 5511-Rec. No. 21D934. DOCUMENT -Bic 3594,578Am. No. 226479. DOCUMENT -Bk. 310 -P4.352 -Re< No. 202471. DOCUMENT -BY. 493 -Pg 34-Rec No 276622 DOCUMENT -Bk. 42 -Pg 619-Rec No. 7327114. DOCUMENT-Rec. No.637681. DOCUMENT-Rec. No 476806. DOCUMENT-Rec. No. 44T/83. DOCUNIENT-ReG No 428389. DOCUMENT-Rec. No. 6411807 de. SURVEY-KO CeCountry Endg L neannLC Improvement Survey mat Project No. 2141769.N3 ALL DE THE THE GARFIELD COUNTY, COLORADO RECORD. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM VICINITY MAP County Surveyor's Certifk.. Approved for content and lora only arta not the accuracy of surveys, calculations or drafting pursuant m C.A.S. k 31-S1.101 ata 102, et seg. DATED MN_ day of _,A.o, 20_. Garfield County Surveyor putt By Certificate of T...s ped I, the undersigned, do hereby en* that the entire amount of tares and assessments due and payable of • upon all parcels of real estate described on this Plat are paid hn hut. DATED this day of Treasurer of Garbed County Sumyor'. Certificate Mad S. Recker, do hereby certify Mat I am a Professional land Surveyor licensed under the laws of the State of Colorado, that this Plat h a true, correct and complete Plat of the Mountain Shadow Subdivision as laid out, platted, dedicated and shwa hereon, Mat such Plat was made from an accurate suety of said property by me, r under my supenmmn, and correc.y shows Me location and dimensions of the lots, easements and sheets of s the same are staked upon the ground in compliance wiM applicable regula[ ns governing the subdivision of land. In witness whereof, I have set my hand and seal MN dayof 50.nk S. Better Colorado Professional land Surveyor No. 28643 Clerk and Recorder's CerdScate This Plat was fled his record in the Office of the Clerk and Recorder of Garfield County, Colorado, at o'clock on MO day of 20 and N duly recorded. Reception fled and Recorder By Deputy res m ew mete EAR* 12 8 ISO Oil FINAL PLAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SEXSWX of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. WET OF2 — '—UNaHAAgNS^W DRIVE IvO IG.G waen .._;R�Gz N / WEST -ERN HILLS SUBDIVISION EAseia. p0A VE LOT 0.345 Ac.s 15,0280'± LOT2 0125 Act 2.505 R's LAND USE SUMMARY: LOT 1 0]45 Amax trZTE =Fr T" LOT 2. 0.115 Acne! LOT 1 0.314 Across 1UTAL . 0.833 Acres: ACCESS. INGRESS. EGRESS, EMERGENCY & UTILITY EASEMENT AREAS AREA. 0]28 Acres SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 44 NOTE: PARKING EASEMENT DEERCRITO TO RANKING Eilk-MEKI DEPOITED TO PARKING EASEMENT MPG.° ro INMATES EMERGENCY ARUOOI S. 0 EASEMENT INOICRIE SEWER EASEMENT • UTILITY EASENEfir OVERLAPS INGRESS -EGRESS -EMERGENCY EASEMENT TO ALLOW INSTALLATION MONUMENT LEGEND 15. TION CONTROL. MONUMENT O INDICATES F0,0 .10NUME10.. AS SHOWN • INDICATES SET Ho. 5 REMY W. PLASTIC OM MON..ENTl.s. 2850 .,1111111111�IIIIIIIIII.. NORTH GRAPHIC SCALE (INFEET) IDR LAS SURVEY FEET Exhibit 13 861 077 04/03/2015 09:43:39 AM Page 1 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: $16.00 Doc Fee: $0.00 eRecorded THIS DEED is dated the Oa (whether one, or more than one), Mike Kluth SPECIAL WARRANTY DEED day of April, 2015, end is made between the "Grantor" of the County of Garfield and State of Colorado and Western Slope Welding, LLC, a Colorado limited liability company (whether one, or more than one), the "Grantee", whose legal address is 0388 Mountain Shadow Drive, Glenwood Springs, CO 81601 of the County of Garfield and State of Colorado. WITNESS, that the Grantor, for and in consideration of the sum of Ten dollars and other good and valuable consideration ( $10.00 ), the receipt and sufficiency of which Is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, ail the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: See Exhibit "A" attached hereto and made a part hereof also known by street address as: TBD Mountain Shadow Drive, Glenwood Springs, CO 81601 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantee, and the Grantee's heirs and assigns forever, The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant, grant, bargain, and agree that the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, but not any adjoining vacated street or alley, if any, in the quiet and peaceable possession of the Grantee and the heirs and assigns of the Grantee, against all and every person or persons claiming the whole or any part thereof, by, through, or under the Grantor except and subject to: 2015 taxes and all subsequent years, restrictions, reservations, covenants, easements and rights-of-way of record, if any. IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above. Mik Kluth State of Colorado County of Garfield �� The foregoing Instrument was acknowledged before me this J (Naday of April, 2015 by Mike Kluth. NEVADA R'. HUNTER' NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20144011080 MY `cOINAISSaON EXPIRES oCTOeER 22, Me Witness my hand and o tial seal, Notary Public Nevada Hunter My commission expires: I O j'a'a. I t$' Page 1 of 2 Exhibit 13 861077 04/03/2015 09:43:39 AM Page 2 of 2 Jean Alberico, Garfield County, Colorado Rec Fee: $16.00 Doc Fee: $0.00 eRecorded EXHIBIT "A" LEGAL DESCRIPTION A tract of land situated in the SE1/4SW1/4. Section 34, Township 5 South, Range 89 West of the 6th P.M. described as beginning at a point whence the witness comer for the South Quarter corner of said Section 34 bears S. 65°15'46" East a distance of 1,118.085 feet; thence S. 0°O6' East parallel to the West line of said SE1/4SW1/4 a distance of 225.39 feet; thence S. 65°05' West a distance of 37.07 feet; thence S. 55°23'W. a distance of 45.75 feet; thence S. 71°42' West a distance of 49.72 feet; thence S. 54°08' West a distance of 37.98 feet; thence N. 0°06' West parallel to the West line of said SE1/4SW1/4 a distance of 265.91 feet; thence N. 77°35' East a distance 01 130.89 feet; thence N. 66°24' East a distance of 24.03 feet to the point of beginning. TOGETHER with an Easement or Right of Way for roadway purposes over and across a tract of land being 30 feet in width and being that amount South of the above described tract of land which Easement or Right of Way is described as follows: Beginning at a point whence the witness corner of the South Quarter corner of Section 34, Township 5 South, Range 89 West of the Sixth Principal Meridian bears S. 65°15'46° East 1,118.085 feet; thence S. 66°24' West 24.03 feet; thence S. 77°35' West, a distance of 130.89 feet; thence N. 0°06' West, a distance of 30.71 feet; thence N. 77°35' East, a distance of 121.40 feet thence N. 66°24' East a distance of 34.14 feet; thence S. 0°06' East, a distance of 32.71 feet to a point of beginning. County of Garfield, State of Colorado Page 2 of 2 David Pesnichak From: Kate Schwerin <kateschwerin@gmail.com> Sent: Monday, June 26, 2017 2:40 PM To: David Rasmussen Cc: David Pesnichak Subject: Re: subdivision application review Attachments: 63011767-1-Survey-ILC_Old Kluth Survey.pdf; Mt Shadows expired covenants BOOK 329 AT PAGE 558.pdf Hi Dave, Dave R. Told me you needed some documents for #5 on the completeness review for the Mountain Shadow Place Subdivision application. Here they are attached, with a quick explanation in a doc form and copied an pasted in this email as well. 5. In order to proceed with any Division of Land or Land Use Change Permit application, the County Attorney's Office must be able to verify that the subject parcel was legally created. To continue to make such a determination, the following documents identified in the title work have been requested: Covenants at Book 329 and page 558 and a map issued by Sopris engineering (items 9 and 10 on schedule B-2 exceptions). Please provide copies of these documents. #9 from title commitment schedule b-2: Covenants at Book 329 and page 558 Rec No. 210934, the new subdivision will comply however the covenants have expired per #8 in the document itself. #10 from title commitment schedule b-2: item was used to describe existing conditions map see attached. When the title commitment was made no new documents were available so Land Title used Kluth's old survey for existing conditions. I specifically asked Christie Balckard at Land Title for the exact document they were referencing and this is what she sent back. please let us know that this satisfies what you were looking for. thanks, kate. On Mon, Jun 26, 2017 at 11:01 AM, David Rasmussen<david@davidrasmussendesign.com> wrote: Hi Dave, How are you? We're back from our trip to AK now and are reachable. I wanted to check in to see if there were any issues or concerns with the application that have arisen in your review thus far other than the completeness items. If there are can you let me know? Can we now mail out the notices to the surrounding residents? I believe we need to get the letter from you for this. Is that correct? Thank you, 1 Dave DAVID RASMUSSEN DESIGN inc VR CABINETMAKERS 826 c hwy 133 carbondale, colorado 81623 www.davidrasmussendesign.com www.vrcabinet.com 970.963.1653 Follow us on Instragram! http://instagram.com/davidrasmussendesign/ Kate Schwerin +1 303.250.3872 Confidentiality Statement: This electronic transmission may contain confidential and/or privileged information belonging to the sender. Any unauthorized copying, disclosure or distribution of this information and/or media is strictly prohibited. If you are not the intended recipient, or an authorized agent acting on behalf of the intended recipient, please immediately notify the sender and destroy this electronic transmission. 2 Book 329 Page 558 i 1 of the county of Garfield I and State of Colorado, of the first part, and 1 WILLIAM J. CATO, JR. and OPAL D. CATO of the County of Garf ie ld and State of Colorado, of the second part: WITNESSETH, That the said part y of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable consideration, to the said party of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, ha s granted, bargained, sold and conveyed, and by thdese presents do es r in , bargain, c sell, convey and confirm terra y,unto all the following described lot second the said parties of the part, or parcelsirsS anofaland, situate, signs .forever, in tenancy in common but in joint tenancy, and being in the County of Garfield and State of Colorado, to -wit: A tract of land situate in the SE4SW* of Section 34, Town- ship 5 South, Range 89 West of the 6th P.M. and described as: Begin- ning at a point on the northerly line of said SE1SWI a distance of 1501 Meet easterly of the Northwest corner of said SB-SWa thence easterly along the northerly line of said SE1SW1 a distance of 150 feet; thence South 0°10' Bast and parallel to the westerly line of said SE4SW4 a distance of 1048.94 feet; thence South 67°O5' West a distance of 37.071 feet; thence South 55°23' West a distance of 45.75 feet; thence South 71°42' West a distance of 49.72 feet; thence South 54°08' West a dis- tance of 37.98 feet and thence North�0°10' West and parallel to the westerly boundary of said SE*SW* a distance of 1126.66 feet to the j point of beginning. This conveyance is subject to the following restrictions: 1. Said tract shall be used for residential purposes only and for no other purpose whatsoever; and no buildings shall be erected, alter -i • ed, placed or permitted to remain thereon other than one detached sin -1 M gie-family dwelling not to exceed one and one-half stories in height, one guest house and a private garage for not more than two cars. • z 1 2. No noxious or offensive activity shall be carried on upon any • lot, nor shall anything be done thereon which may be or become air annoy4- • ance or nuisance to the neighborhood. 3. No structure of a temporary character, trailer, basement, tent, ` t. shack, garage, barn or other outbuilding of any description shall be used on any lot at any time as a residence, either temporarily or per- lmanently. 4. No animals, livestock or poultry of any kind shall be raised, bred or kept on any lot, excepting that dogs, cats or other household pets may be kept thereon, provided that they are not kept, bred or maintained for any commercial purposes, and excepting also that riding horses not to exceed one horse for each person in actual residency on said premises may be kept thereon for private use. 5. No sign or signs of any kind shall be displayed to the public view on said premises, excepting one professional sign of not more than 1 square foot, one sign of not more than 5 square feet advertis- ing the property for sale or rent, or a sign or signs used by a build-' er or contractor to advertise the property during construction and sale. !6. No oil drilling, or other development operations, oil refining, quarrying, or mining operations of any kind shall be permitted, nor 'shall oil wells, tanks, tunnels, mineral excavations or shafts be per- mitted upon said premises. No derrick or other structure designed for use in drilling ffir oil Or natural gas shall be erected, maintained or permitted. - 7. Said premises shall not be used or maintained as a dumping ground for rubbish or trash of any kind, and all garbage, trash or other waste materials shall not be kept thereon except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean and sanitary con- dition. 8. These restrictions shall be binding upon the above-named gran- tees, their heirs and assigns, for a period of twenty-five (25) years from the date hereof; provided, however, that if said premises shall be- come subject to any Zoning Resolution for Garfield County, Colorado, or any Zoning Ordinance of the City of Glenwood Springs during such period, then these restrictions shall be automatically terminated, excepting as to easements then in existence. 9. These restrictions may be enforced by the above-named grantors, their heirs and assigns, or by.any owner of property in Western Hills Subdivision adjoining said tract to the East and now subject to those protective covenants recorded in the Garfield County records as Docu- ment No. 203827. Sent7 ,.1 60 Recorded at..4:00 edock P....M., ._. . Chas. S. Keegan Recorder. Reception No._..2109.3.14. MISDEED, Madethis 7th day of September in the year of our Lord one thousand nine hundred and S ixty between JAMES V. MINOR 7EX Book 329 1 Page .559 1 Tr;GETimt.oit 11 tnIsingular the here.litarnents and appurtenances thereunio belonging, or in anywiSe the r,ver:;ion and reverzUons, remainder and remainders, rer.ts, and profits thereof; and at,.., •wiattitOrtvOr of aid part y uf the. first part, either in et,aily, and to Oro tibuvir pt.•irt;:',.r., With • it,. t.iioi dpkuiOd1C. • • A NI, 'til 710i..1) the said Ir •,1 the -e-orai ien.t, ir heirs fti mad. I- liis tho I milt, , he is sc tts:•' ..it to tii: :thlo it iti! r: mi., r lal rga rates, r, above bargained and described, with the appurtenances, unto the and :1.3:Agin, fro -ever. And the said part y of the first part, for and adarini,lra1ur3, do es covenant, grant, bargain and agree to their heirs and ti:t3it;its, that at the 1hue of the ensealing and delivery laud oi the premises %Love conveyed, as of good, sure, perfect, absolute in _Coo in s good right, full power and lawful authority inr timl Lorna r' and that the same are free and clear from lions, taxes, nasta:sments and ineumbranees of whatever kind or nature, tiii.iTZTATIvtt F.17175,7711.71.1 I Z,14. ..... ':, ••=4:1, •.i ,I. •qi .t.', .• ,...' • zf.-h...4 • , ' ti7,aL..,,Lo-...,......i.p...i:4 4iV.,....:2„;_,.:41-_.i&i„ii I‘ . i''', • . and th,, above bargained preinisen in the gala. and peaceable possession of the said parties of the second part, their heirs and assigns, against all and every person or persons lawfully claiming or to claim the Whole or any part thereof, the r.aid part y ut the first part shall and will WARRANT AND FOREVER DEFEND.... IN WlifRE0F, the said part y of the first part ha s hereunto set his hand_ poiti the day and year first above. writtn, . Signed, Sealed and Delivered in the Presence of Couiity of Garfield f STATE OF COLORADO, ss. instrument was nelnOWledged before me this. • wOo—,43.-james*V. , •.• ,• • . i • • March 19 ant and [SEAL). [SEAL] 7 at. "Ya September ,itt 64 . Witness roy hand and officialseal. Notary Public. •111,9'reter. I person or periono hero insert name or mttos; if by persons noting In representative or official capacity or am attoiney-!n•fact. then Irrt name of porsen 00 esecutrir, itttorni,in.faet or other capacity or descrintioni If by °Meer of corporation, then "Mart Mums of nosh offir, or oftimm, u. the pr.111mA or other officers of snob corporation, naming it. 0 y o010f cy.9)1{AD?-,, Count • , j ss. hereby certify that this instrument was filed for record in y office this dayif k. ........ ...... A. D. atIK 4'clocic..V' M., and duly recorded in Page 51 6 00 40 1.1 a 11 01 001 111.0.0...,01.11..1 PTO. CO., CLIonOt •`? all . 11 a Ped.mn.0Ox3r m..em.aneew•emma02..021300021ink Dein.x7Ea ana.aam.7nx P.:m13.902 d G.raad rano. ehnuta tmmea. N aaeya15.39x3322 el 3.0.9..10.153173 S.r1,11.15•9win 10. 62120.01.69..1103r2000,C2knm.M we*I.ncened l.MnMe6Mrtlale a b.cbaal230-0011,.15102 west tea ilv rnmW of ern Lex„2..Tonanbs 3.931.92,01.0 cf.1.NlleW 2nd reM>nnmae Lxhan mmvral roar t11tNeEeeN. 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DOON9E .naw NUM 0002150.031.0.93.113 II9 331xc N.. 31099 3 9090030,030-23. 1* 932-.2 No Malt 0000.011 033.3A Wk.. Ina. 2,S1.01,12Aen. 6136. Yn11 0937226.1 2002x702* hec e N• .2649 WM.....311301, D Ms uc xwro mem ser ...000 w. 114110153 021.2 M. TNF Gaal tamart,, COW.oO Rice. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 501 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRKENG.CCM VIC1NITY MAP 50.203.'1 .10031722 e18.Ekr. de hereby entry .0I are a viae9lkM Land Servo. un.edwaterde w. L..oftheSmma ram. aacb.ab.tn. mnmend mono 00 rhe ertn.Myth miner LbdMSbn.e 722 470.2e1.moor.. na0.21Ment 0.0 earn. Pet was rya. Dem an •...ate.w.rramid.72.72b ..02W<t nrywpvvgoru m22227mr.. brat. .20Ianddmmemtor the la. ua0nr and Meat al unto ane era .0. won the 201..1 a ... aA 0221.72. neulab9 ep.n'agth.mfa eaat..21.1.2e set myhaM•Mseal doe al AO 30 Ma09 eeerna, bbnm Praaaem2UM 3220'{', Ne- 2901 Lanmsymorneh nxkam .proved I« content and faen only and lwt wettun. of taxa.<Ow.. wTaNne.«mum entR Ae 2011101ad 1m, el 00 Gwtleam7nnsa.m 20 0R... MT.. 1,10 I27 27aldanyn.d,m M.W mode QutOm «pen taxesparcels el real 02750 de.vlb0d an. Nat are wld nix 021EDn1r dry a_._._--..__ 1.0.10. flesh MAR aced.. WO.. The Nr est 1149. rem.. the OlOnea rho[kre eM Rec«d«bd�O2rIk 60u^M1, . recertled al REam.M¢n, el _ ltelly_on�, dare and ffe lhy Elea ad ...a by KLUTH MINOR SUBDIVISION BEING SITUATED IN SEBSWil of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P. 74 COUNTY OF GARFIELD, STATE OF COLORADO MET OF 1t r.m,OtOm141C. mwcN.tuson+rww PPG., 24/r54 °�utcxa moi. t nwourolrE .2C x. 271.1.43.M. .21x+ LANE USE SUMMARY. LOT, •02P. Mxsa, LOS 2.0.]]0 Acau LOT] . E]EOMas.z ACCESS. INGREss, EGRESS. EMERGENCY 6 MARY EASEMENT AREAS ARE..0.ssamx AFC. fist.107 SOPRIS ENGINEERING - LLC CML CONSULTANTS 502 MAIN STREET, SURE A3 CARBONDALE, COLORADO B5623 970) 704-0311 SOPRISEND@SOPRISENG.COM WESTERN HILLSSUBDIVISION !AmAaca 6 vas usu• 1..1.110C4 westio, ruts s4. r -J cvac&t,PATru toms. MM.. 1 w ,Es PON wi.6uE faiCARS MUMS.. .1,0411,04 0.44 NOTE • URI. e swEert..+snvsEw:s«a 6. TssEMwowv 1ASEMErr ro.uOw wrN.una+ wma MONLMEWT IEGENG ONAcc5i0 O'T • • Atm." sr.•+6aw wm.Eusnc w.v„.r.tax v.,,w NORTH GEMERC SCALE o jowiyam 0 114 44 1.4 1411 r- 111 141144. UTILITY EASEMENT 14,744 A KLUTH MINOR SUBDIVISION BEING SITUATED IN SEBSWB of SECTION 34, TOWNSHIP S SOUTH, RANGE 89 WEST, ETH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. ',fa 30,3 l.. ACCESS EASEMENT SOPRIS ENGINEERING - LLC CML CONSULTANTS 502 MAIN STREET. SUITE A3 1AR60NDALE, COLORADO 81623 ,9701 704-C311 SOPRSENG SOPRI5ENG.COM BUILDABLE AREA NORTH 6PFM4L WALE IM71 444 ,41411 eg W.. J41751 �_. EXISTING CONDITIONS/TOPOGRAPHY MAPPING KLUTH MINOR SUBDIVISION BEING SITUATED IN SEXSWX of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P. M. COUNTY OF GARFIELD, STATE OF COLORADO. !REFS 1011 4 y I— WESTERN HILLS SUBDIVISION em+q nace� MMSn+r.$,0U Ste CP PEC. N.m43 L13 glevP..ava POu PfC w: mro SOPRIS ENGINEERING - LLC CIVIL CONSi1t S Ii'4— SOS MAIN STREET, SUITE 43 CARRONDALE, COLORADO 81523 (970} ]39-0311 SOPRISENG@SOPRISENG_C0'l ENISPNG c0N0.00NS IEGENO a 30,111 • WAR WAWA{ TZ WARR PmAPm 04 Pled Pa. • lowcelwE - wPt01 PPP . -_ W. PS q uwF +ores a !MEMW.M.,we n. MA AA. 1. azo,. .u.-. OECHMEA 10.14.2e13. ....n., \ OcoVOIPIP e+.mr�,..e..emi w+ POO R. na.0 r.oY.0.1". O»n:c SITY..ear aw«ue++,nw G. MOW CPI AM.".! RM.luD 4DMG 118 WEa(@aVWEPr WES1v+MNli54t20M3iM,FIAR6 SO1.114JMFPLv trVixi • PPOPptrv...S EOM 1i =PTV. 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CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 ELEO-VOL-(0L6) :XVd 14E0-4OL(0L6) CMS 00 '31VON092N0 133aiS NIVV Z05 1 SINV1lnSNOJ 1IAIDI '011 `9N12133NI9N 3 SIlMdO S 1V.UW �1S A2NNIWIl3Nd dVW NISV9 3DVNIVN0 a3dOl3A3a - Z 11911-IX3 31VO A8 NOISIA3M 'ON oavao-no'uNnoO a131d8Ve NO!SIA108f1S DIN DATE: 11/02/2015 JOB NO. 14230.01 w -J U cn 0 0 -X -,•••••f T"r- �� ,�'� A� \� C+J \ \� § .\�"—■J/ L. O i { 1 i ` \``;may\ t 0tes- -_ I i 1 1 \ \ \ \ \ ' 1 I;��1i�A,.vt \ y vvv�VI `ti``4 " t I 1\' LL a' O t2 0O C rn d U LL U 3 0 O y a N FT U d7 [t1 61 a A c 0 gZ 0 W0 1 } J2 0 .V.. O 0 rsi O 0 re 2 T N v d tin d Q u Q W 0 C Z Q m W ❑ b"ti- W t.0j n u0i N � C g `o 0 O 0 O g d d 0 0 d to 0 O Fa - O ❑ 0 ❑ J 0 0 w W J PROPOSED SUB BASIN BOUNDARY c. I2at4U423nlONl June 08, 2017 David Persnichak, AICP 108 8`" St, Suite 401 Glenwood Springs, CO 81601 dpesnichak@garfield-county.com Re: Design Waiver—Section 7-207(F) Garfield County Land Use Code- Mountain Shadow Place Garfield County File Number MISA-05-17-8547. SE Job # 17076.01. Dear Dave, In response to item #6 of Garfield County's review of the Minor Subdivision submittal, Sopris Engineering would request a design waiver, from Section 7-207(F) of the County's Land Use Code. After further review, we have determined that on Lots 2 and 3 have slopes of less than 20% and are in compliance with Section 7-207 (F). Lot 1 has a portion of the Northwest corner of the Lot with man- made excavation (fill), which was placed many years ago for construction of the neighboring access. The resulting fill is greater than 20% slopes. A home built on Lo1 will be constructed with a walkout basement. The site plan layout, including access was done in a way that most of or all of the slopes greater than 20% will be eliminated once a home is built on Lot 1. Once the house (walkout basement) is backfilled on the west, north and east sides the grade will be Tess than 20%. It is in our opinion that the proposed project as laid out is a better plan, then moving the building within Lot 1 to avoid the slopes greater than 20% and leaving the steep grade as it exists today. If you have any questions or need additional information, please call. Sincerely, SOPRIS E GINEERING, LLC Yancy Nichol, PE Principal CC: David Rasmussen 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants MOUNTAIN SHADOW SUBDIVISION A PARCEL OF LAND SITUATED IN SEI SW4 OF SECTION 11, TOWNSHIP 5 SOUTH, RANGE 89 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO MINOR SUBDIVISION SUBMITTAL WESTERN HILLS VICINITY MAP CIVIL PLAN INDEX CI COVER SHEET CS SITE PLAN CA MACAW A. OR.AINACA PLAN • PROFILES C5 UTILITY PLAN CO FIRE TRWR TORN•AROUNO C7 FIN, RAT SHEET 1 OF 2 CS FINAL PLAT SHEET 2 OF 2 MINOR SUBDIVISION DOCUMENT 8r,1 r.. ,baroy. CaIIb.oeuma. a 0 0 0 0 m 0 (0 0 0W y 0 n z 0 7:xw z OI.TE. :(1-0707:200,17 SHEET J06 NO. 1]O] 01 SHEET C1 6 C s 3g?&s =93^ Ssc o[S �¢LS e' III'� �- ?z"s !it _ll11iff 4 \ =. �%q g" Z.0 EEF Rilia � ,� ��iliaJ I _ T" H a j 3.4 I 1 1 ,i-ag. \ 5 /��T� v iFa x uil . j I. 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MOUNTAIN SHADOW SUBDIVISON GARFIELD COUNTY, COLORADO RVMM V .TE 5 OPRLS E NGINEERING, GC. 1 CIVIL CONSULTANTS DRAINAGE & GRADING PLAN MS MN STREET CARDSNEMLE, comma MM.." F.- WP.,04-0313 CRAM BY CREMEMS REVIEW ONLY cg ' 01 lif -- iii 11 3i3 i ,!i • ff! lit g — ) 5k1 1 • * i'' norm,. . - • . -- ,... SS ' ...11.1. b4 \ \ \\ 5 i \ Talk . I - -.w \A . , \ 4 Viq 15ii L'u"' t 1 \ \ : ' \'I \ \'t ' t \ li !---- t , 0 ATA A 1 , /.-. ' . ,i \\\ 3' ' \ " \k \\ ,k t .....a....4.A.A.m... \ i i .",.' -. ip I .1 7rh 44 • . ' 1 /1 -----a.trwi)-- 1 2 ,v`• - ° 24, 4 t\ ,..--/ CO 0 - 3 , ::IN .., . cd . i . i .. 100.131101-$,A ,°,D,° 11 22 = 1111111/1 11111111111111 11W1111 qiiii!lii1E!! $ . 1 ill : • ' 11 Ihl 2222 s w g 4N3 42 II 8 33. c" oome K24• ' ili 1 3.: 5 I i . '' il i I ; t". - . . - i3 i? ! 1 1 1 0 ; g ..---- g T 2 ,3 \ 1 \ c \ „A \ \ .g c - q41 . ° R ! i 5 5 / ; q 5 4 il 1 40 i 2 2 ni ; I!' ,— ..- \ -A 6 MOUNTAIN SHADOW SUBDIVISON S OPRIS ENGINEERING, ILC. GARFIELD COUNTY, COLORADO 1 CIVIL CONSULTANTS 1 ...Rm.' UTILITY PLAN .32 PANN STREET Mmww ai P. CAABCNOALE. CO SIM 1 REVIEW ONLY F. CP. 71140.3 15107 RNE tr. i 1 II i ';�II moii ,� III� LOT LOT LOTS • Q i \\ 11 —tib —p 31.08 Fatal 6.83 16.25 GLENWOOD-PUMi&R Width : 8.00 Track : 7.81 Lock to Lock Time : 6.0 Steering Angle 38.2 141 W=sh T s b : s" $ MOUNTAIN SHADOW SUBDNISON GARFIELD COUNTY, COLORADO REVI8.1 n � 5 OPRIS E NGINEERING, LLC. Bir,ALB wh Deny... 1 CIVIL CONSULTANTS I FIRE TRUCK TURNAROUND . MAIN STREET `/A BM 70.m , earn F. (1,70)- 704-0313. °""""" nECeEDBY REVIEW ONLY CetiN.te of Dedlcatbn and Ownership T. .rsig ed Pare Rasmussen, le naso* owner In he simple oral/ mat real orowrtYsuWted In Garfield County. desnlbee as follows Township 5 South, Ranke 89 Wast of r.4 kh Principal Meilen. Dame, Ca ...We°� -.along to West Line of the SENSWNof Profmt 10x004.1 S�R',M,SI1,": South, Mao.. L theS wo"i l42:nd he Northwwe;°�7,IC Southeast Village 3 bro:oeek toted (Ow NM cw. LS. Na. II*pble. 54, parcel of b. being more particularly described as follow: at the 34th g, u, Township and Ranbelrw• feu. re. ...me LS. hhkpbhe(Tnasy•Witness boat nal In Donegan Road bearsSCOOW31'E, 25.18.1 thence Ns11.Ioc w, a dote. olllu.21Netto• pd. on .e easterly pra ora parcel of lard described In Beek 329 at Page 558 of to Barfield County records, the Tme Point of ae rw .thee slow me eemrhw of se, parcel of lou described In Busk 329 at Page 558 Ow fdbadre sh161 courses: 11 ther.5009911'6. a distance of 225.43 het: 21.w WOOS'296...nee of 37.07 her 3$ thence 555.13'29,6,•**sow or 45.75 rear Bt.. 57161219.W, a dhmrce of 49.72 fear S)thence.55,08'2,66. • Osten. ot37.9efeet sl thence 111 I(p&ab..a westerly line of 10 parcel of end Oescebedin gook 329 at page S58 and asp ben. the some as t. easterly .hof aro described In Reception No. 271010 and also being to *ante lbw of ChaletVbbge No.6 reoordeel as RACL,ViCe 2311074. a distance 0,2...91 feetma pant an the southerly lira of 576 of tie Gaffe, County records, along sou routhertYl/ra a Moms, s Dreserved own o.seMe ldlwfw in Po,un two 12)opines: 11 tor. 1177.35'291, a ester. of 130.e9 het 21 the.. N66.2429 E, a esteme of 2408 feet m ase True Pant &Sepnv,. Sid parcel of land contal.w. 0,933 acres, more or less. Ski owner hes caused the described real roperty m be rureW., lei* out, platted and subdNded into lona. mods as shown on inal Plat u.er .e name w spit or MOUNTAIN SHADOW SUBDIVISION, a swdhrshen In the County or Darrel. The Owner does Sere. dedIce. a.setawn. de public Nose portions sirpadlabel. as uuhty emericin an tee accompanying Pte[ as perpetual easements for Irrtga .n ate drainage facilitiesi..bb but not Prated m, electric I.nes, gas lines nephone line., together wl451.04.4 to vim interfering141.17 a.wun,.mentetul &Merest and egress Mr Imuhhtion and m.ntere.. ets., lines. Such easement w spm men. Wle. Ina r...oneble a. prudent Nom It Is mutually understood and agre. rut the acw, road easement as shown 6 private a. h for Ingress. a. emerge. Kress The owners of or their successors /or asst. -pare reseoreBle t. maintenance, upkeep ow moval wt. .re.aa foe easement on •tedriveways come DanaCpees. TThemai...and panel mesare outlined In Agreement Colorado moods EXECUTED Ws_ Owwa29_ Owner Address. STATE 08 COLORADO1 COUNTY OF GARF } bark! Ram.... The foregoing Certioate of 0ef.3on and Ownership was aakmw*aged before. desgayo mimitin Witness... "bod 1,11.1 seal. Notary Public Title Certlflote an licereed bo practIre law In ed bya m* pany.d..re. cenllyhI attorney hem examinee the ne .l1aagent upon Mrs Plat and thatnl to such laws. ,f ree ar, dear of all liers are e..s Ichunw m mortgages, deeof v tludprenn, esamenn, contracts end y.me of record e.t.a a real property In thisSPim%eroept as fdbw: 04140 11 day of A.D. 20 - TITLE COMPANY: Agent OR Attorney Calors. AtbrceY Registration No. LlenhoWar Convent and Subordination IEecepam Needed in Tme Qmifintel The undersigned, being the Benefivary under a Dead of Tmat panted by.Owner(S) upon the real .party platted and divided as shorn upon the wimhn 5ubdioNiwr tiemption7e.fi the umkrsdPmd has reviewed Me MOUNTAIN SHADOW SUBDN6h. .1 Plat ate by this certihotion hereby consents m said Subdivision Plat and to the recording thereof. Bene.ary further consents m said Subdivision Plat. stated in the certif.. of dedication and gime,. by Owner hereon, and hereby subo.hnatn any interest that Sneary may have In and to the property sgime,.ubject to such d4 detlrcation, to the entity or the general public to which such ded.tion is made. EXECUTED this day of Lienholder STATE Of COLORADO ) sCOUNTY Of GARFIELD ) The foregoing Lienholder Consent and SuboNlnallon was acknowledged before me .is day or By Pay ssion eapirett Mtny hand .610.1.1. ay. mPublic FINAL PIAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SE%SW% of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 1 OF 2 MITCHELL CREEK PROJECT FILING NO. 1 WESTERN HILLS SUB. NORTH MONUMENT LEGEND SECTION CONTROL MONUMENT 0 INDICATES FOUND MONUMENT. AS SHOPOi 34 III NOTES 1) al Survey Jura 21,1W 2a, 2015. Up.. 994172017. 21 tete of Prepamdn April. 2017. Nts Wear untt used In the preparation of thls T 14U S Survey Foot as red by the unitee Sta..paromof Cummer, Natio.tlulretimn of Standards.. 41 Basis. BSBee n P owl. L.O1 mores.... sSou.5ower of oCreMed FP. No. mvVpar'3n�40oIkbdh repiesenting m.*w a Chalet gake oinpcakedcc isckatc poor lMNeara come t UBEBPAn�. Becton 34nwy WAR w. paw 89 West,. 5) T crabby Euime LCISEm cleterrnew ownership ot sweeten% of record For el .p n rgardi114. . O5k of way and/or Mb of tecord. SE . by S*rren Ta* 0ur.r0y Company of Glenwood rePolicy No.D9 ohmv7nm, deed Nwevbe, 14, 2012.1n 424004 the SUNm The °hts as shown . Source aveneenm. dere. by PP.. Me rotent on the wdeed. M. Istr end 360 mspecaely from OmI e e WNle SPOSI.e5The deed ...the ,bxblaws ere . sn 24.'2no BRA betwen auto. Blum tenet subdision and Mewesterly .ebod m of ry of WasMn Has Subdnnm a mrMpw. by. round rmnunain. SURVEY CONTROL MAP SOURCE DOCUMENTS: U.S.CIAT.S 51.0 accepted by rve Supervixtension sor Suurvea onC.c. 2,1930. acrige B9 west 50 ,14. as PAT -Chalet Village No. 1, Roc No. 238D74. PLAT -Chalet Pillage 2, Rec. No. 2.437S4. PLAT -Chalet Village No. 3. Rec No. 244662. kvrgec0Fnng No. 1. Rec. No. 335063. PLAY -Western Hills .v.vn, Rec. No. 203826. DOCUMENT-Rec. No.861077. DOCUMENT.. 329.Pg. SS8-Rec No. 210934. DOCUMENT.13.7.35.9-Pg S7B-Rec. No. 226479. DOCUMENT...3104g 352-Rec No. 202471, DOCUMENT.Ba. OSP, 34-Rec No. 276622 DOCUMENT-, 482.14 619-Rec. No. 732788. DOCUMENT-10.890PR. 006-Rec. No. 45812S. DOCLIMENT-Rec No. 637681. DOCUMENT-Rec. No. 476666. DOCUMENT-UE..7 447783. DOCUMENT-Rec. No. 271083. DOLUMENT.Rec. No. 42g339. n:itreegh Cony en:mua. LLC tmmo ement Suwy Plea Project.. 3141769.. elated November 1.2014. ALL Of THEP.. GARFIELD COUNTY, OOLOPADO RECORDS SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SURE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM VICINITY MAP County Surveyor's Certifote Approved ler content and loan only a. not the accuracy of surveys, cab... or draleng Pursuant t0 C.R.S 01,1•101 . E a. 102, et ay. DATED thN _day of _,A.D., 29_ Garfield County Surveyor 04 De92ty Certllka. of Thea NW I, the undersigned, do hereby certfy.. the entire amount of tares and assessments due a. payable as ofupon all parcels of real estate described on this Plat are paid in full. DATED this day. Treasurer of GadeW County Surveyor, 4.42Raah 1 Mark S. Deakler, do hereby certify that I am a Professional Land Survepr lensed under the laws of the State of abrade, that this Plat is a true, cermet a.1ompeh Nat of the Mountain Shadow 5ubdvbu0. as laid out, platted, dedicated and shown hereon, that such Pat was made from an amnate survey of said property by me, r under my supervision,a. correctly... the Mabon and dimensions, the bN easements and streets m as the sae are sus u the ground in mmpla *with applebk regulations governing the subdivision of land. In witness whereof, l law sit my hand and seal this day of A.D. 20. Mark S. Realer, Colorado Professional Land Surveyor No. 2/543 Clerk a. Recorder.. Cer6Rrate This Pat was filed M record In the Office of the Oerk and Recorder of Garfield County, Colorado, at etched( on this day, 20 a. N duly recorded as Reception Clerk and Recorder 04 Deputy te FINAL PLAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SEXSWX of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. E LAND USE SUMMARY: LAT 1 •0.345 Ams* L OTS. 0.115 Amor L OT J..0.310 Acre. SHEET 2 OF — — —OUNTAIN 5HA �° po d1 DRIVE 1G 516) (Ok. 359-P8. WESTERN HILLS • SUBDIVISION Arto LIne 14r 24 2424 47r1r 442,^N Mir 4r 10.73,10 Pr •44.2101, ACCESS. INGRESS. EGRESS. EMERGENCY 8 UTILITY EASEMENT AREAS AREA = 0.225 Across SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBON DALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM I MIMING SEA 1 P2 ACE OR OM .2 P3 AGE FOR LOT 3 .4J • 9 ///,' NOTE: PARR. EASEMENT ENTAGATED TO LOT 1 PARKING EASEMENT DEDIGTED ro LOT 3 AMONG EASEMENT DEDICATED TO LOT 3 MERGENCY&IamEGRESS, EASEMENT INOICATES SEWER EASEMENT • UMW EASEMENT OVERLAPS INORESGEORESSEMSROETCY MONUMENT LEGEND 0 ICM CONTROL MONUMENT O • INDICATES SET No SSHIM '34TH FUSTIC CAP MCNUMENTL S 2l94.3 _THnlllll�lllllulll,. NORTH GRAPHIC SCALE I IN FEET I FINAL PLAT MOUNTAIN SHADOW SUBDIVISION BEING SITUATED IN SENSWN of SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 2 OF 2 LAND USE SUMMARY: LOT 1 •0273 Acres: LOT 2.0220 Acreu LOT 1.0.310 ACTess IUTAL• 0.0.11 Amen* ACCESS. INGRESS. EGRESS. EMERGENCY 6 UTILITY EASEMENT AREAS AREA • 035 Across DRIVE ''MDTAINid UDt R fid) `•i•. (Ga(Bk. 359-PB'MW SO, TE INGRESS, EGRESS& EMERGEryt ACCESS // //I\ LOTI 0.346 Ac 15,065 R'1 LOT2 0.1]2 Act 7501701 LOTS 0.315 F1' 23,],735 Fc' 1 9 is a SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SURE A3 CARBONDALE, COLORADO 81623 (970) 704-03115OPRISENGEOSOPRISENG.COM WESTERN NIL LS SUBDIVISION Y7,A‘a,w Easement Art N. 0.21011 WY On ea MN, IMAM OAT UN NATESTA 06. MIDI ter NT it WW1 Tre LEGEND PI PARNING SPACE FOR LOT 1 AI. SPACEroRMOT: P3 NM" I 4. SPACE MP LOI r MIXING EASEMENT DEOC,F0 TO LOT 1 LOT 1 ,P:glrG EASEMENT ()MUTED TO EMER±IUT AuSIuE R(SEss%Nxr IMO101.5 SEWER EASEMENT • EASEMENT OVERLAPS NERGENCY EASEMENT TO ALLOW INSTALLATION WITHIN MONUMENT LEGEND SECTION CONTROL MONUMENT DD INDICATES FOUND MONUMENT . AS SHONH • INDICATES SET No. 5 REHAB NUN PLASTIC LAP MONMEM, s ,.rnnllllllllllluBr. NORTH GRAPHIC MALE I IN FEET f 1117 1197“.111.1 0,11.1 H-PKUMAR Geotechnical Engineering 1 Engineering Geology Materials Testing 1 Environmental 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 Email: hpkglenwood@kumarusa.com Office Locations: Parker, Glenwood Springs, and Summit County, Colorado PRELIMINARY GEOTECHNICAL ENGINEERING STUDY AND GEOLOGIC HAZARDS REVIEW PROPOSED MOUNTAIN SHADOW MINOR SUBDIVISION MOUNTAIN SHADOWS DRIVE GARFIELD COUNTY, COLORADO PROJECT NO. 17-7-728 OCTOBER 17, 2017 PREPARED FOR: DAVID RASMUSSEN DESIGN ATTN: DAVID RASMUSSEN 826C HIGHWAY 133 CARBONDALE, CO 81623 david davidrasmussendesign.com TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED DEVELOPMENT - 1 - STl'h CONDITIONS - 2 - GEOLOGIC SETTING - 2 - FIELD EXPLORATION - 3 - SUBSURFACE CONDITIONS - 4 - GEOLOGIC SITE ASSESSMENT - 5 - HYDRO -COMPRESSIVE AND COLLAPSIBLE SOILS - 5 - SUBSIDENCE POTENTIAL - 6 - RADIATION POTENTIAL - 7 - EARTHQUAKE CONSIDERATIONS - 7 - PRELIMINARY DESIGN RECOMMENDATIONS - 8 - FOUNDATIONS - 8 - FOUNDATION AND RETAINING WALLS - 9 - FLOOR SLABS - 10 - UNDERDRAIN SYSTEM - 11 - SURFACE DRAINAGE - 11 - LIMITATIONS - 12 - REFERENCES - 13 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 THROUGH 6 - SWELL -CONSOLIDATION TEST RESULTS FIGURE 7 - GRADATION TEST RESULTS FIGURE 8 - REGIONAL GEOLOGY MAP FIGURE 9 - WESTERN COLORADO EVAPORITE REGION FIGURE 10 - GEOLOGICALLY YOUNG FAULTS AND LARGER HISTORIC EARTHQUAKES TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS H-Pk'KUMAR Project No. 17-7-728 PURPOSE AND SCOPE OF STUDY This report presents the results of a geologic hazards review and preliminary geotechnical engineering study for the proposed Mountain Shadow Minor Subdivision to be located at the west end of Mountain Shadows Drive, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to evaluate the geologic and subsurface conditions and their potential impact on the project. The study was conducted in accordance with our agreement for geotechnical engineering services to David Rasmussen Design, dated September 28, 2017. A field exploration program consisting of exploratory borings and field reconnaissance was conducted to obtain information on the subsurface and site conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility and swell, and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop preliminary recommendations for foundation types, depths and allowable pressures for the proposed building foundations. This report summarizes the data obtained during this study and presents our findings, recommendations and other geotechnical engineering considerations based on the proposed construction, subsurface conditions encountered and geologic conditions observed. PROPOSED DEVELOPMENT The proposed development will consist of a 3 -lot subdivision for single family homes as shown on Figure 1. A private driveway will access the building sites from the north, off of Mountain Shadows Drive. We assume the residences will be typical of the area and be one- to two-story structures with walkout basements. Ground floors will probably be slab -on -grade. Grading for the structures is assumed to be relatively minor with cut depths up to about 8 to 10 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. The development will be serviced with municipal water and sewer systems. If development plans change significantly from those described, we should be notified to re- evaluate the recommendations presented in this report. H-P%KUMAR Project No. 17-7-728 -2 - SITE CONDITIONS The proposed subdivision consists of about 0.833 acres located in the SESW Section 11, T5S, R89W. The project site is currently vacant of structures. There is a gravel driveway that leads to the proposed building sites from Mountain Shadows Drive. Lots 1 through 3 are located to the south of the gravel drive. The proposed building sites are on a moderate to gently sloping alluvial fan. The building sites generally slope down to the south at less than 5 percent. The northwest part of the site slopes down to the south at around 30 percent. There is a small boulder wall on the south edge of the property. The vegetation at the project site consists of grass, weeds, and brush. The site is bordered to the south by a seasonally active irrigation ditch. There appears to be up to 8 feet of fill material on the south portion of the property above the boulder wall. GEOLOGIC SETTING The main geologic features in the project area are shown on Figure 8. This map is based on the published regional map by Kirkham and Others (2009). The project site lies on the northern edge of the valley formed by the Colorado River just west of Glenwood Springs. The lower, northern valley side is predominately covered in colluvial deposits ranging from early Pleistocene to late Holocene in age (Qls, Qt, Qc, Qdfo, Qaco, Qac, and Qdfy). The valley bottom is covered in middle to late Pleistocene -age terrace alluvium from the Colorado River (Qto and Qty). The current Colorado River is bordered by stream channel, flood plain, and low -terrace alluvium (Qa). Tufa deposits (Qtu) exist in the area near naturally occurring hot springs. Tufa is porous calcium carbonate that has precipitated out of the spring water. The formation rock in the area consists of the Leadville Limestone (Ml), The Beldon Formation (Pb), the Eagle Valley Evaporite (Pee), the Eagle Valley Formation (Pe), and the Maroon Formation (PPm). The Mississippian -age Leadville Limestone is a grayish limestone with intermixed dolomite. The Lower Pennsylvanian -age Beldon Formation is a gray to black shale with interbedded limestone and fine-grained sandstone. It is generally calcareous and can contain gypsum. The Middle Pennsylvanian -age Eagle Valley Evaporite is a sequence of H-P%KUMAR Project No. 17-7-728 -3- evaporitic gypsum, halite, and anhydrite interbedded with shales, mudstones, and fine-grained sandstones. The Middle Pennsylvanian -age Eagle Valley Formation is a transitional material of the evaporitic rocks of the Eagle Valley Evaporite to the younger clastic rocks of the Maroon Formation. The Pennsylvanian- and Permian -age Maroon Formation consists of reddish interbedded claystone, mudstone, sandstone, and conglomerate. Bedding of the formation rock in the area generally dips down to the southwest at angles between around 30 to 60 degrees. The project site is located on the northern edge of the Carbondale Collapse Center. The Carbondale Collapse Center formed in the late Cenozoic due to evaporite tectonism. The Eagle Valley Evaporite migrated plastically upwards and laterally toward the Colorado River and Roaring Fork River bottoms due to a reduction in vertical stress caused by the erosion of overburden material by the rivers. Subsidence occurred in areas of the thinned evaporite and beneath the rivers due to dissolution (Kirkham, and Others, 2003). Much of this subsidence appears to have occurred within the past 3 million years which also corresponds to high incision rates of the Roaring Fork and Crystal Rivers (Kunk and Others, 2002). It is uncertain if the regional subsidence is still an active geomorphic process or if evaporite subsidence has stopped. If still active, present deformations may be occurring at rates similar to past long-term rates of between 0.5 and 1.6 inches per 100 years. These slow deformation rates should not present a potential risk to the proposed subdivision area. The project site is underlain by Quaternary Younger Debris Flow Deposits (Qdfy) overlying Quaternary Younger Terrace Deposits (Qto). The Eagle Valley Evaporite or Eagle Valley Formation underlies the project site at depth. The Quaternary Younger Debris Flow Deposits consist of silty gravel and sand with cobbles that is matrix supported clayey sand and silt with scattered gravel and cobbles. The material could be hydro -compressive and/or collapsible. FIELD EXPLORATION The field exploration for the project was conducted on September 28, 2017. Three exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. H-P%KUMAR Project No. 17-7-728 -4 - The borings were advanced with 4 -inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a representative of H-P/Kumar. Samples of the subsoils were taken with 1% inch and 2 -inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 -pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. The field reconnaissance for the geologic hazard review was conducted on September 29, 2017. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about nil to 1 foot of topsoil overlying around 17 to 21 feet of sand and silt with gravel underlain by sandy silt with gravel to the maximum depth explored of 30 feet in Borings 1 and 3. Boring 2 was advanced to a depth of 46 feet with dense river gravel encountered at a depth of 40 feet. Two feet of fill from prior site development was encountered at the surface in Boring 3. Laboratory testing performed on samples obtained from the borings included natural moisture content and density, and gradation analyses. Results of swell -consolidation testing performed on relatively undisturbed drive samples, presented on Figures 4 through 6, generally indicate low to moderate compressibility and low to moderate collapse potential under conditions of loading and wetting. A sample from Boring 1 at 20 feet in depth (Figure 4) showed low compressibility under a light surcharge and minor swell potential when wetted. Results of gradation analyses performed on small diameter drive samples (minus 11 inch fraction) of the coarse granular subsoils are shown on Figure 7. The laboratory testing is summarized in Table 1. H-PKUMAR Project No. 17-7-728 -5 - No free water was encountered in the borings at the time of drilling and the subsoils were slightly moist to moist with depth. GEOLOGIC SITE ASSESSMENT The project site geology should not present major constraints or unusually high risks to the proposed development. There are, however, several conditions of a geologic nature that should be considered. Geologic conditions that should be considered, their potential risks, and mitigations to reduce the potential risks are discussed below. The site could experience moderate levels of earthquake related ground shaking. Foundation bearing conditions at building sites should be evaluated by site-specific geotechnical engineering studies as project planning and design proceeds for the individual lots. HYDRO -COMPRESSIVE AND COLLAPSIBLE SOILS The slightly clayey silty sand matrix supported gravel and cobbles and clayey sand and silt soils encountered at the site tend to settle when they become wetted. A shallow foundation placed on the matrix supported and sandy clay and silt soils will have a risk of settlement if the soils become wetted and care should be taken in the surface and subsurface drainage around structures in the proposed development to prevent the soils from becoming wet. It will be critical to the long-term performance of the structures that the recommendations for surface drainage and subsurface drainage contained in the site-specific reports be followed. The amount of settlement, if the bearing soils become wet, will mainly be related to the depth and extent of subsurface wetting. Settlement in the event of subsurface wetting could cause building distress. Mitigation methods such as deep compaction, a deep foundation (such as piles or piers extending down into the dense gravel below the alluvial fan soils) or heavily reinforced foundations designed by the structural engineer can be used to support the proposed residences with a risk of settlement. The compressibility/collapsibility potential of the foundation bearing soils should be evaluated by site-specific geotechnical engineering studies for the individual lots as project planning and design proceeds. H-P%KUMAR Project No. 17-7-728 -6 - SUBSIDENCE POTENTIAL The evaporite mineral in the Eagle Valley Evaporite can be locally soluble in circulating groundwater and solution of these minerals can result in local subsurface voids which can sometimes develop into surface sinkholes. Shallow subsurface solution voids and sinkholes are locally present in areas where the evaporite lies at a shallow depth throughout the western Colorado evaporite region, see Figure 9. The general character of evaporite sinkholes and the potential risk that sinkholes pose to the proposed site are discussed below. General Character of Evaporite Sinkholes Evaporite sinkholes in western Colorado are typically 10- to 50 -foot diameter, circular depressions at the ground surface. The sinkholes mostly result from upward caving of a soil rubble pipe to the ground surface. The soil rubble pipe is formed by piping and subsurface erosion of surficial soils into subsurface solution voids in the underlying evaporite. Direct caving of very large solution caves has also occurred in the region. New sinkholes can develop at the ground surface with little or no advanced warnings and existing sinkholes can be reactivated. New sinkholes and reactivated sinkholes have the potential for severe damage to buildings and other man-made facilities. Historic sinkholes have developed in the western Colorado evaporite region but have rarely damaged structures. This indicates that sinkhole development is still an active geomorphic process in the region but does not statistically present an unusually high risk to structures in the region as a whole. Potential Sinkhole Risk Evidence of sinkholes was not observed in the field or on the aerial photographs of the project site. In our opinion, the risk that a sinkhole will develop at the proposed subdivision site is low during a reasonable exposure time. The sinkhole risk at the project site does not appear greater than the existing risk elsewhere in the Roaring Fork River valley or in the western Colorado evaporite region with shallow evaporite, as shown on Figure 9. The low risk in the region is inferred from the large extent of the sinkhole prone areas in comparison to the small number of new sinkholes that have developed during historic times in the region. The project site owner should be made aware of the low sinkhole risk and that the proposed facilities cannot be considered totally risk free. If evidence of a developing sinkhole is noted, it may be possible to H-P*KUMAR Project No. 17-7-728 -7 - limit potential facility damage with ground improvement techniques such as structural backfill and compaction grouting. RADIATION POTENTIAL The project site is not located on geologic deposits that would be expected to have high concentration of radioactive minerals. However, there is a potential that radon gas could be present in the area. It is difficult to assess future radon gas concentrations in buildings before the buildings are constructed. Testing for radon gas levels could be done when the residences and other occupied structures have been completed. New buildings are often designed with provisions for ventilation of lower enclosed areas should post construction testing show unacceptable radon gas concentration. EARTHQUAKE CONSIDERATIONS Historic earthquakes within 150 miles of the project site have typically been moderately strong with magnitudes less than 5.5 and maximum Modified Mercalli Intensities less than VI, see Figure 10. The largest historic earthquake in the project region occurred in 1882. It was located in the northern Front Range and had an estimated magnitude of about M6.2 ± 0.3 and a maximum intensity of VII. Historic ground shaking at the project site associated with the 1882 earthquake and the other larger historic earthquakes in the region does not appear to have exceeded Modified Mercalli Intensity VI (Kirkham and Rogers, 1985). Modified Mercalli Intensity VI ground shaking should be expected during a reasonable exposure time for the residence, but the probability of stronger ground shaking is low. Intensity VI ground shaking is felt by most people and caused general alarm, but results in negligible damage to structures of good design and construction. The U. S. Geological Survey 2014 National Seismic Hazard Maps indicates that a peak ground acceleration of 0.07g has a 10% exceedance probability for a 50 -year exposure time and a peak ground acceleration of 0.20g has a 2% exceedance probability for a 50 -year exposure time at the project site (Peterson and Others, 2014). This corresponds to a statistical recurrence time of H-P;`KUMAR Project No. 17-7-728 -8 - about 500 years and 2,500 years, respectively. These accelerations are for firm rock sites with shear wave velocities of 2,500 fps and higher in the upper 100 feet and should be modified for soil profile amplification at the project site. The seismic soil profile at the project site should be considered as Class D, stiff soil sites as described in the 2015 International Building Code unless site specific shear wave velocity studies show otherwise. PRELIMINARY DESIGN RECOMMENDATIONS The conclusions and recommendations presented below are based on the proposed development, subsurface conditions encountered in the exploratory borings, and our experience in the area. The recommendations are suitable for planning and preliminary design but site-specific studies should be conducted for individual lot development. FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, spread footings or structural slab bearing on the natural soils can be used for the support of foundations in the proposed subdivision with a risk of settlement. If a deep foundation or deep compaction is desired to reduce the settlement risk, we should be contacted for additional recommendations. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings or structural slab placed on the undisturbed natural soils should be designed for an allowable bearing pressure of 1,200 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about 1 inch or Less. Additional settlement of about 1 inch could occur depending on the depth and extent of post -construction wetting and precautions should be taken to keep the bearing soils dry. 2) The footings should have a minimum width of 20 inches for continuous walls and 2 feet for isolated pads. H-P%KUMAR Project No. 17-7-728 -9- 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be heavily reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 14 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) The topsoil, existing fill, and any loose or disturbed soils should be removed and the footing bearing level extended down to the natural soils. The loosened soils in footing area should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the structures and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on-site granular soils devoid of vegetation, topsoil and oversized (plus 6 -inch size) rock. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will H-P%KUMAR Project No. 17-7-728 - 10 - increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill placed in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.40. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 350 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be a granular material compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive of topsoil and pre-existing fill, should be suitable to support lightly loaded slab -on -grade construction. There is a risk of settlement and distress if the bearing soils are wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 -inch Layer of free- H-P"tKUMAR Project No. 17-7-728 draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 -inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on- site granular soils devoid of vegetation, topsoil and oversized (plus 6 -inch size) rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Shallow crawlspace areas should not need a subdrain with proper grading and compaction of foundation wall backfill. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, Less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. An impervious membrane such as 30 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SURFACE DRAINAGE Providing proper grading and drainage around the structures will be critical to limiting subsurface wetting and potential building movements. The following drainage precautions H-P%KUMAR Project No. 17-7-728 - 12 - should be observed during construction and maintained at all times after the construction has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should be covered with filter fabric and capped with about 2 feet of the on-site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 10 feet from foundation walls. Consideration should be given to use of xeriscape to limit potential wetting from landscape irrigation. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and preliminary recommendations submitted in this report are based upon our field observations, aerial photograph interpretations, published regional geology information, the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in H-P%KUMAR Project No. 17-7-728 - 13 - the subsurface conditions may not become evident until additional subsurface exploration for the individual lots or excavation is performed. If conditions encountered during additional excavations appear different from those described in this report, we should be notified so that re- evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for planning and preliminary design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, H-P:t KUMAR L Robert L. Duran, E.I Reviewed by: Steven L. Pawlak, P.E RLD/kac IL REFERENCES Kirkham, R., M., Streufert, R. K., Cappa, J. A., Shaw, C.A., Allen, J.L., and Schroeder, T.J. II. 2009, Geologic Map of the Glenwood Springs Quadrangle, Garfield County, Colorado: Colorado Geological Survey Map MS -38. Kirkham, R. M. and Rogers, W. P., 1985, Colorado Earthquake Data and Interpretations 1867 to 1985: Colorado Geological Survey Bulletin 46. H-PkKUMAR Project No. 17-7-728 - 14 - Kirkham, R. M., White, J. L., Sares, M. A., Mock, R. G., and Lidke D. J., 2003, Engineering and Environmental Aspects of Evaporite Karst in West -Central Colorado in Johns, K. S., and Neal, J. T. (eds), Evaporite Karst and Engineering/Environmental Problems in the United States: Oklahoma Geological Survey Circular 109, p. 279-292. Kunk, M., J., and Others, 2002, 40Ar/39Ar Ages of Late Cenozoic Volcanic Rocks within and Around the Carbondale and Eagle Collapse Centers, Colorado: Constraints on the Timing of Evaporite-Related Collapse and Incision of the Colorado River, in Kirkham R. M., Scott, R. B., and Judkins, T. W. eds., Late Cenozoic Evaporite Tectonism and Volcanism in West -Central Colorado: Geological Society of America Special Paper 336, Boulder, Colorado. Peterson, M. D. and Others, 2014, Documentation for the 2014 Update of the National Seismic Hazard Maps: U. S. Geological Survey Open -File Report 2014-1091. Widmann B. L. and Others, 1998, Preliminary Quaternary Fault and Fold Map and Data Base of Colorado: Colorado Geological Survey Open -File Report 98-8. H-PkKUMAR Project No. 17-7-728 / T / ) 1 •' 1 ------- PC 473779445 -----X;473779435 ate 47415.1079 6720 8189 KLUTN LOT 10, BLOCK I, WEST 1 111 -„.//i/. DIMING P8OPE87T UNE �-- -ii'/� BORING t' 71089 / -•/fa► % - 20 0 20 40 APPROXIMATE SCALE -FEET 17-7-728 •":” ji- 7011 N 471897023 E 6723 4428 Nolo N. 47175 2723 E 6687 29E6 -1, i H-P:15KUMAR N 411491/78 LOCATION OF EXPLORATORY BORINGS LOT 3, BLL Fig. 1 L.) � X r- a. o 0'r - - _200-37 5 - - - - 10 - - 15o� _ _ - 20 _ - - - 25 - -- - - - 35 - - - - 40 - 45 - BORING EL. 5790' //L' /6 /+4=36 . X-200=31 o /�' ° 7 /-200=72 / / // 1 25/12 30/12 WC=4.4 OD=122 -200=33 J 35/12 WC=3.2 DD=97DD=104 9/6,50/4 j 31/12 WC=5.5 DD=116 30/12 BORING EL. 5783' %c . . g / —200=32 /( // / / / / / / / / / / / ( ,� :1 2 BORING EL. 1 23/12 28/12 WC=5.6 DD=117 -200=51 18/12 WC=5.1 22/6,50/5 23/12 WC=6.8 DD=109 39/12 22/12 WC=8.0 DD=111 -200=81 50/6 5786' ° .4,,,_ */./C yr /� X • / //` / !30 f 3 0 26/12 - WC=3.2 J DD=113 - - 5 42/12 - - 21/12 10 - - - 15 41/12 WC=2.3 - - 20 24/12 - -� - 25/ W3.3.=C6 DD=116 -200= 36 30 37/12 _ - 35 _ 40 - 45 w a 0 17-7-728 H-PtiKUMAR LOGS OF EXPLORATORY BORINGS Fig. 2 LEGEND 00 25/12 TOPSOIL; SILT AND CLAY, SANDY, ORGANIC, MOIST, DARK BROWN. FILL; GRAVEL AND CLAY, SANDY, SILTY, SLIGHTLY ORGANIC, FIRM, MOIST, BROWN. GRAVEL AND SAND (GM—SM); WITH COBBLES, SILTY, SLIGHTLY CLAYEY, SOME SANDY SILT AND CLAY LAYERS, MEDIUM DENSE, SLIGHTLY MOIST, MIXED TAN, SUBANGULAR TO SUBROUNDED, MATRIX SUPPORTED. SAND AND SILT (SM—ML); CLAYEY, SCATTERED GRAVELS AND COBBLES, MEDIUM DENSE/VERY STIFF, SLIGHTLY MOIST TO MOIST, TAN. COBBLES AND GRAVEL (GP—GM); SANDY, SLIGHTLY SILTY, DENSE, MOIST, MIXED BROWN, ROUNDED ROCK. NOTES RELATIVELY UNDISTURBED DRIVE SAMPLE; 2—INCH I.D. CALIFORNIA LINER SAMPLE. DRIVE SAMPLE; STANDARD PENETRATION TEST (SPT), 1 3/8 INCH I.O. SPLIT SPOON SAMPLE, ASTM D-1586. DRIVE SAMPLE BLOW COUNT. INDICATES THAT 25 BLOWS OF A 140—POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE CALIFORNIA OR SPT SAMPLER 12 INCHES. 1. THE EXPLORATORY BORINGS WERE DRILLED ON SEPTEMBER 28, 2017 WITH A 4—INCH DIAMETER CONTINUOUS FLIGHT POWER AUGER. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY PACING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE OBTAINED BY INTERPOLATION BETWEEN CONTOURS ON THE SITE PLAN PROVIDED. 4. THE EXPLORATORY BORING LOCATIONS AND ELEVATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. 6. GROUNDWATER WAS NOT ENCOUNTERED IN THE BORINGS AT THE TIME OF DRILLING. 7. LABORATORY TEST RESULTS: WC = WATER CONTENT (%) (ASTM D 2216); DD = DRY DENSITY (pcf) (ASTM D 2216); +4 = PERCENTAGE RETAINED ON NO. 4 SIEVE (ASTM D 422); —200= PERCENTAGE PASSING NO. 200 SIEVE (ASTM D 1140). 17-7-728 H-PtiKUMAR LEGEND AND NOTES Fig. 3 CONSOLIDATION - SWELL SAMPLE OF: Sandy Silt and Clay FROM: Boring 1 0 20' WC = 5.5 %, DD = 116 pcf —200 = 72 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING These test results appy only to the samples tested. The testing report mall not be reproduced, except in tull, without the written opprcnol N Kumar and Aeeocicto. Inc. Swell Consolidation testing performed in accordance with ASIL D-45411. 17-7-728 1.0 APPLIED PRESSURE - KSF H-PtiKUMAR 10 100 SWELL -CONSOLIDATION TEST RESULTS Fig. 4 2 0 —2 A —4 w I —6 z 0 J —8 O N z O O-10 —12 SAMPLE OF: Silty Sand with Gravel FROM: Boring 2 0 10' WC = 5.1 %, DD = 104 pcf Them est remits appy only to the inmates fled. The eating report shop not be reproduced. wvapt full. without the written approval of Kumar and Nwaiatw, Inc. Swap Consolidation testing sti performed In accordance with ,ASTM D-4546. ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 17-7-728 1.0 APPLIED PRESSURE - KSr H-P�KUMAR 10 SWELL -CONSOLIDATION TEST RESULTS 100 Fig. 5 CONSOLIDATION - SWELL 0 —2 — 3 — 4 SAMPLE OF: Sandy Silt FROM: Boring 2 ® 20' WC = 6.8 %, DD = 109 pcf Those test resorts apply only to the samples t.af.d. Th. tooting sport shod not M rwpradac.d, except In foll, wflhaat Mo written oppnoval or Komar and .sodal.., Inc. Swed nsogdation tooting performed n *coolants with ASTI D-4546. ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING i L 17-7-728 1.0 APPLIED PRESSURE - KW' H -P- KUMAR 10 SWELL -CONSOLIDATION TEST RESULTS 100 Fig. 6 HYGROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD 5E11IE5 CLEAR SQUARE OPENINGS 34 HRS 7 593 100 ' "x31$ (5 61 905115 191415 .45115... 15114 1200 p 00 50 / 0 po 19 10.'9 4 3/11' 3 4' 1 1 }' r 5'11" 8"0 90 Ro 70 i.. 5D ',:,,.._ 20 10 4- s 10 20 50 — 70 80 0 .,:..2 13ZI100 .001 ,002 .005 .009 .019 .037 .075 .150 .300 .600 1.18 2.39 4.75 9.5 19 35.1 78.2 127 200 .425 2.0 152 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE GRAVEL 36 X SAND 32 X SILT AND CLAY 32 % LIQUID LIMIT PLASTICITY INDEX SAMPLE OF: Silty Sand and Gravel FROM: Boring 1 0 10' HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SERIES CLEAR 50UARE OPENINGS 24 113 7 H115 100 M': SMI' .601415. 19591 4515 1515 . 200 _4100 50 40 . 30 16 0_/8 1 4 3 8' 3 4' 1 1 2• 3' 5'e' 9'0 90 10 .. 20 70 ... 30 40 So 50 40 e0 30 70 20 80 10 .... 90 0 100 .001 002 .005 .001 .019 .037 .075 .150 .300 .600 1.15 1 2.39 4.75 9.5 19 38 1 76.2 127 200 .425 2.0 152 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE 17-7-728 GRAVEL 41 X SAND 28 X LIQUID LIMIT PLASTICITY INDEX SAMPLE OF: Silty Sand and Gravel FROM: Boring 3 0 15' H-P�KUMAR SILT AND CLAY 31 X Thue teal results apply only to the samples which were tested. The testing report .hall not be reproduced, except In full, without the written approval of Kumar k Associates, Inc. Sieve analysts testing Is p.rform.d In accordance with ASTM 0422, ASTM C136 and/or ASTM 01140. GRADATION TEST RESULTS Fig. 7 MI Qsw Qt; •h tlrrunr Y ,m.. .- Im,n...d L—L .f, \uunprr Jfbev, 119, tl. nlw ,nJ .,,I49.0 ,, JCJ.6 oI ., P4f� —11I. s-na0),),-10).0 Pr:ry ti_ ...,. 9u04: apt) J.p 1..v .SIA* -Ory) +.I nu:.ty .+ri .n..rr dir,rure and :all u, reo aeutie(J«t Ifkr.th # 4 0.5 Miles (mow .n.l Irv.... ,J 4 I f .n., I. f4 ▪ ...run.rueto u.,,< rf ,.:..,.,.. Y1..0. 1.-. ISrpar, 1,ub!x7r9.ur: +.... rvs,1)))))). 9r,c1 1a3rr n... .41419 PI«.Io..n..-.:30. • tut. I11194.mw ..4 01)09,99,', t. - .1.+ 1>Lv .1ta.,... {1,0)0‘))09 lord Wa �_.> c•�... R, . ., IJ :. PP lay I ....... .. I.;..I t,.4 f..+. IS+, 114r1m, r,x ana l».F ., . y. u.,u 4 A -i• •- W I..+d.WG dep.& I%k.k.+q. ahl M 4 . 00! �.. ..Inx n 0.n.1 4 r.1, 4 ,k19<. 0,2 RM.,, o .r. Project Site Otu Qa Pn4r 14,109. and on 2009) 17-7-728 H -P KUMAR Proposed Mountain Shadows Place Minor Subdivision, Mountain Shadow Drive, Garfield County - Regional Geology Map Fig. 8 17-7-728 H -P KUMAR � N — i Proposed Mountain Shadow Minor Subdivision - Western Colorado Evaporite Region Fig. 9 Intermountain Seismic Belt Wyoming WY 7' U O WY NB Basin 150 miles UT Middle r Rocky �� i,•�� /1977 -=-m'— M 5 0 Int rmountain S ismic Belt Moab 0 I. CO 'vtto By S VI `' - _� Rangely 0 Rio (Explosion) 1973 M 5 Robson (Explosion) Colorado ,�9 M 5 Grand Junction -90 ❑ 34 00 0 Delta Plateau G'-/jf, Montrose 020 00 Cortez CO Park Axial Basin 1 VI Crai• • 1 Meeker Blanco 7 0 Rifle lit 3 5 Grand Hogback 1944 0 Cimarron ❑ M55 4 Op Rgg 913eway VI Lake 1955 VI Steamboat Springs ❑ (f) O Kre COgy Glenwood ❑Eagle Vail , rings Project Site (:)'L• Aspen 13VI 0❑ Ridge Gunnison 0 O City = 0) Walden mhng ® 050 ❑ rir �" 7 0 li. ( 056b Salida 067 Q CD Alamosa Frisco \ 0 � i j 0 CO ii N Front 'ange 1882 M 6 2 VII Boulder Golden 13 0� 069a ••'b 069c 069d • ' ocky 1962 VI M n ❑ Lovelan. 0 to 3 2 i�L-...1I r Denver ort •Ilius Greeley Mtn Ar =nal to 1967 VII to M 5 3 !" ` j';rl��7t \-�� 0 Parksi, ❑ Castle Colo do Pueblo ❑ Walsenburg 0 Trinidad 2011 3 VI I CO Fort Morgan ❑ Great ❑Kiowa Limon 0 Sp ��.�r1S Pia: 050 ❑ Trinidad Pagosa Springs Durango O \\\\ A7 NM Dulce 1966 �. M51 VII Chama ❑ Raton Explanation: Post -Glacial Faults: than VI to natural gas Seismic Zones: activity magnitude Catalogs 0 1 50 mi. I Historic Fault younger than about 15.000 years Larger Historic Earthquakes: i Areas with historically high seismic wave or body wave intensity (1998) Survey Earthquake M Local, surface VI Modified Mercalli References: Widmann and Others U. S. Geological Earthquakes with maximum intensity greater or magnitude greater than M 5 0 from 1867 Qpresent * Nuclear Explosion: Large underground nuclear explosion for reservoir enhancement Scale: 1 in. = 50 mi. 17-7-728 .�, H_P'-vvKuMAR Proposed Mountain Shadow Minor Subdivision I Geologically Young Faults and Larger Historic Earthquakes I Fig. 10 H-PKUMAR TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Project No. 17-7-728 SAMPLE LOCATION NATURAL MOISTURE I CONTENT (%) NATURAL DRY DENSITY (pcf) GRADATION PERCENT PASSING NO. 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOIL TYPE BORING DEPTH (ft) GRAVEL (%) SAND (%) LIQUID LIMIT (%) PLASTIC INDEX (%) 1 5 4.4 122 33 Silty Sand and Gravel 10 3.2 97 36 32 32 Silty Sand and Gravel 20 5.5 116 72 Sandy Silty and Clay 2 5 5.6 117 51 Very Silty Sand and Gravel 10 5.1 104 Silty Sand with Gravel 20 6.8 109 Sandy Silt 30 8.0 111 81 Sandy Silt 3 21 3.2 113 37 Silty Sand and Gravel 15 2.3 41 28 31 Silty Sand and Gravel 25 3.6 116 36 Silty Sand with Gravel (BASIS OF BEARINGS) - WEST LINE SEXSW)FSECTON 34 A T n O $ S �° A S= ^_ 2 0 $ �G� � III mYo n mD= o5 Ws 3 a,T..� n as W m YIO 0 4 $ isI \1 O I \ '1\\1.4\ t'\\ \ \ r LOT LINE `', Ori V. ` 1 G \ \ Q F; e2 0R1A R1 -�_ LOT LIN NE A / 1 \ / \ n'-�' OL� I�i�1r� / almo....„" / \ \ ADJOINING PROPERTY LINE u \ \ PROPERTY LINE C i \ • 0 3NI1 )US1SOtld 6.94' x • Re KWh Miner Sub 8 Wes N!m HiYtSub C 8 s R R \ \ 0Y \ °y \ g" L. E8 0 2 R = 0 G w ve < 0 szDI 1. = i.' c N G 8 TI oq 0 9 1, w N p d * III! S Di W fD O j. Z r C �1C- ��• I�/, Do G limn OIT 0 K W01VCO LOCO �A N N O fNN l'IIIIII'I :1111111 011 IIIIIIII 4iiii 1 611- an s/ IA / Er to att g f a " SHEET C6 ONO. GG ° DATE 11-10-2017 MOUNTAIN SHADOW SUBDIVISON GARFIELD COUNTY, COLORADO REVISION BY DATE ENGINEERING, LLC. INMALS IT DATE DESIGNED BY � CIVIL CONSULTANTS I C081823 N STREET (070) 704-0311 FAX (970)-704-0313 DRAwTJ BY FIRE TRUCK TURNAROUNDCAROONOIALE CHECKED BY REVIEW ONLY MOUNTAIN SHADOW SUBDIVISION SE Job # 17078 November 10th, 2017 Engineers Opinion of Probable Costs ITEM 10NATUREOF WORK QUANTITY UNIT UNIT COST ITEM JOB VERALL SITE Mt MOBILIZATION JOB LS $ 5,000.00 $ 5,000.00 M2 TRAFFIC CONTROL - JOB LS $ 2,500.00 $ 2,500.00 SUBTOTAL OVERALL SITE= 5 700.00 UTILITY IMPROVEMENTS U1 4"X8" TAPPING SLEEVE AND VALVE 1 EACH $ 3,500.00 $ 3,500.00 U2 4" DIP 220 LF $ 35.00 $ 7,700.00 U4 1 1/2" WATER SERVICES 3 LF $ 1,000.00 $ 3,000.00 U5 SEWER SERVICES 2 EACH $ 1,500.00 $ 3,000.00 U6 ELECTRICAL IMPROVEMENTS (ESTIMATE PROVIDED BY GWS ELECTRIC) 1 LS $ 7,240.96 $ 7,240.98 SUBTOTAL WATER= 24,440.96 SITE IMPROVEMENTS S1 ASPHALT 3" THICK 87 TON $ 180.00 5 15,660,00 S2 6" CLASS 6 ABC 105 C.Y. $ 42.00 $ 4,410.00 S3 EXCAVATION 2.140 C.Y. $ 19.00 $ 40,660.00 S4 STORM DRAINAGE (INCLUDES EXCAVATION OF DETENTION PONDS) 1 LS $ 1,500.00 $ 1,500.00 S5 EROSION CONTROL 1 LS $ 2,500.00 $ 2,500.00 SUBTOTAL WATER= 64,730.00 CML FEES C1 (CONSTRUCTION SURVEY, CONSTRUCTION OBSERVATION, TESTING AND AS-BUILTS L 1 1 LSI $ 5,000.00 I $ 5,000.00 SUBTOTAL CIVIL FEES= ( $ 5,000.00 SUB TOTAL $ 101,870.96 5% CONTINGENCY $ 4,833.55 TOTAL $ 106,504.51 Note: This opinion of probable cost was prepared for budget purposes only. Sopris Engineering, LLC. cannot be held responsible for variances from this estimate as actual cost may vary due to bid and market fluctuations. 17076 COST EST 2017-10-19 "Is November 10, 2017 Mr. Sheryl Bower, AICP Director of Community Development Garfield County Glenwood Springs, CO 81601 RE: Administrative Review Minor Subdivision -Mountain Shadow Place Garfield County File Number MISA-05-17-8547 SE Job # 17076 Dear Sheryl: Thank you for taking the time to review the Mountain Shadow Place, included in the Administrative Review Minor Subdivision submittal package dated June 2017. This letter is a response to your letter dated August 17, 2017 addressing your concerns and/or requests for additional information regarding your review of our submittal. I have outlined your comments below in italics and my responses in bold. All other concerns will be addressed by the applicant. C1.b 1. The name and address of the surface owner and mineral owners shall be shown on the plat. H. A black and white Vicinity Map shall be added to the plat. iii. The setback lines shall be removed from the plat. iv. The Certificate of dedication and Ownership shall be updated to match current form v. The County Commissioners Certificate shall be updated to match current form. vi. The following plat note shall be added to the plat: No further subdivision of the parcels within Mountain Shadows Place Minor Subdivision are permitted by Minor Subdivision, as defined in the Land Use and Development Code 2013, as amended. vil. A line to fill in the Book and Page for the proposed Codes and Covenants and Restrictions shall be added to the plat. viii. include the annotated distance from the southeast corner of Lot Two to the nearest property corner. ix. The parking easement graphic designation for the westernmost parking space for Lot 3 is not consistent with its label. The graphic designation of the westernmost parking space for Lot 3 shall be corrected to be consistent with its label. x. The following plat note shall be added: "Current and future owner(s) should be made aware of the potential for sinkhole development, since early detection of building distress and timely remedial actions are important factors in reducing the cost of building repairs should an undetected subsurface void start to develop into a sinkhole during or after construction." R1.b Please review the attached revised Plat to display the required changes. C3. Prior to the BOCC signature on the Plat the Applicant shall provide an explanation of the provided cost estimate and explain why the storm drainage, road construction, and erosion control were not included. This explanation shall be reviewed and accepted by the Community Development Department and County designated engineer. Should it be determined that additional improvements need to be included in the cost estimate due to this review or any other required improvements for determination of the financial security, and then the Applicant shall revise the cost estimate to the satisfaction of the County Attorney, County designated engineer, and the Community Development Department. 502 Main Street • Suite A3 ❑ Carbondale, CO 81623 ❑ (970) 704-0311 Li Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants Page 2 R3. SE has updated the engineer's estimate to reflect storm drainage, road construction and erosion control. SE did not include the road construction as part of your Engineer's estimate as we understand the road would remain private and would not become public. We also understand the above mentioned items serve all three Tots. C5. Prior to the BOCC signature on the Plat the Applicants engineer shall evaluate the applicability of the drainage infrastructure for the 25 -year storm. This evaluation shall be reviewed and accepted by the County designated engineer and Community Development Department R5. The submitted drainage report for Mountain Shadows Subdivision is a complete analysis of a 2 -YR, 25 -YR and 100 -YR events. The detention ponds are designed for the 25 -yr event, and any overflow will eventually make its way to the existing irrigation ditch. Due to the minimal flows across the site no further infrastructure is suggested. C7. Prior to the BOCC signature on the Plat an analysis for the turning movements of the fire protection equipment on the driveway shall be reviewed and accepted by the Glenwood Springs Fire Department. R7. We are with the understanding that the width of the road was not clear on the Auto -tum analysis. The road is 20 feet in width and that includes two foot gravel shoulders on each side of the road. The shoulders are graded at 2%. Sheet C6 has been updated to show the dimensions of the road and the gravels were widened to encompass the full movements of the truck to the south. The grades in this area where the gravel was widened, is very level and will not conflict with the movements of the truck. C10. Prior to the BOCC signature on the Plat the Applicant shall provide more information on the driveway surface material and provisions that are proposed to be taken to ensure the surface will hold up over time and in varying weather conditions given the grade. This information shall be reviewed and accepted by the County designated engineer, Glenwood Springs Fire Department, and Community Development Department. R10. We support building a road with gravels, while in construction of at least building 1 and 2. Also having such road go though one winter, and we recommend that the client/contractor maintain and remove snow on a timely basis. Prior to paving the road, at a later date, gravel needs to be reshaped and any deterioration or pot holes need to be fixed. C11. Prior to the BOCC signature on the Plat the Applicant shall provide a description of the winter maintenance that will be performed and an analysis of whether a guard rail is warranted. This information on winter maintenance and analysis of whether a guard rail is warranted shall be reviewed and accepted by the County designated engineer and Community Development Department. R11. We have reviewed the Barrier Guide for Low Volume and Low Speed Roads, Published by the Federal Highway Administration. Their recommendations to analyze whether or not a road requires a barrier, the following set of variables are considered: • Traffic Volume • Speed • Road characteristics • Horizontal Curvature • Grade • Size and Offset of the hazard or barrier • Rate of Encroachment 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants Page 3 • Cost of Construction • Maintenance Impacts Looking at Table 2.8 Barrier Warrant Considerations, seen below, a barrier is Tess warranted if the speed is less than 25 MPH, radius is larger than 1,430 ft., traffic volume is below 400 vehicles per day, no crash history, and maintenance concerns would be high. Due to the amount of considerations that are in the less likely warranted barrier column of the chart, we recommend no barrier be placed and the miles per hour set at 10. Also the AASHTO, Roadway Design Guide, recommends no barrier be placed on slopes greater than 3:1. The bumper of a car would not find the barrier in case of a crash. As stated in Table 2.8, crash history is important in determining the need for a barrier. We recommend that is a crash history is developed that the issue be readdressed for the need of a barrier, in such an event. Barrier Warrants November 2005 Table 2.8: Barrier Warrant Considerations Consideration Barrier Is more warranted If: Barrier Is Tess warranted if: Speed 70 km/h (45 mph) or higher 350 m (1,150 ft) or smeller radius 40 km/h (25 mph) or lower Radius larger than 400 m j1,430 ft) Hazard on outside of horizontal curve Hazard does not fit the descriptions in Tables 2.3 through 2.6 Hazard is more severe Hazard is less severe Size of hazard Very large Very small Traffic volume Above 1,000 vpd Below 400 vpd Hazard on inside of horizontal curve 350 m (1,1500) or smaller radius Radius larger than 400 m (1,430 0) Hazard on a downgrade 5 percent or greater Less than 3 percent Crash history Clear crash pattern No crash pattern Anticipated cosi of barriers Expected costs are low Expected costs are high Roadway cross section Severe section elements Good section elements Multiple hazards exist at the site Many additional hazards Aesthetic impacts Serious concerns Environmental impacts Serious concerns Documents referenced from Publication No. FHWA•CFL/TD-05.00: f Jl e:///Q:/17/17076/Conn ty%2oResponse/FLH-Barrier-Guide. pdf C12 Prior to the BOCCsignature on the Plat the Applicants shall conduct a geotechnical investigation of the property. R12. A geotechnical investigation has been completed by H -P, Kumar. Please give me a call if you have any questions or need additional information. Regards, SOPRIS ENGINEERI 8377 Yancy Nichol, P.E.7' SSS • • • ' C'' ,ONAL E� 502 Main Street • ` fift A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC civil consultants David Pesnichak From: Ron Biggers <ron.biggers@cogs.us> Sent: Thursday, January 04, 2018 4:28 PM To: David Pesnichak Subject: RE: Mountain Shadows Place Minor Subdivision Dave, Thanks. We approve this project to move forward. Do you know which of the three structures is planned to be built first? Ron Biggers Deputy Fire Marshal Glenwood Springs Fire Department Fire Sprinklers Save Lives!!! 970-384-6433 Disclaimer: This email message and all attachments are for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Content cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. The sender therefore does not accept liability for any errors or omissions in the contents of this message, which arise as a result of e-mail transmission. If verification is required, please request a hard -copy version. From: David Pesnichak [mailto:dpesnichak@garfield-county.com] Sent: Thursday, January 04, 2018 4:25 PM To: Ron Biggers <ron.biggers@cogs.us> Subject: RE: Mountain Shadows Place Minor Subdivision Hi Ron, Excerpted below are the County Road standards from the 2013 Land Use and Development Code. The required standard is based on the ADT the roadway is to handle, so there is not a one size fits all standard. In the case of Mountain Shadow Place, the access roadway falls into "Semi Primitive". I hope this helps. Dave 1 GARFIELD COUNTY TREASURER Certificate of Taxes Due Account Number R020060 Certificate Number 2018-00186 Parcel 211934300006 Acres 0.00 Order Number Assessed To Vendor ID CMH HOMES INC David 5000 CLAYTON ROAD Rasmussen MARYVILLE, TN 37804 Legal Description Situs Address Section: 34 Township: 5 Range: 89 TR IN SWSESW Year Tax Charge Tax Interest Fees Payments Balance 2017 $372.48 $0.00 $0.00 ($372.48) $0.00 Total Tax Charge $0.00 Grand Total Due as of 01/29/2018 $0.00 Tax Billed at 2017 Rates for Tax Area 001 - 1G -X - 001 Authority Mill Levy Amount Values Actual Assessed GARFIELD COUNTY 13.6550000 $68.81 SINGLE FAM.RES.- $70,000 $5,040 WEST GLENWOOD SAN 0.7620000 $3.84 LAND GLENWOOD & RURAL FIRE 10.1970000 $51.40 Total $70,000 $5,040 COLO RIVER WATER CONS 0.2540000 $1.28 SCHOOL DISTRICT RE -1 44.0380000 $221.95 COLORADO MTN COLLEGE 3.9970000 $20.15 GARFIELD COUNTY PUBLIC LIBR 1.0010000 $5.05 Taxes Billed 2017 73.9040000 $372.48 All Tax Lien Sale amounts are subject to change due to endorsement of current taxes by the lienholder or to advertising and distraint warrant fees. Changes may occur and the Treasurer's Office will need to be contacted prior to remittance after the following dates: Personal Property and Mobile Homes - September 1, 2017, Real Property - September 1, 2017. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK. Special taxing districts and the boundaries of such districts may be on file with the Board of County Commissioners, the County Clerk, or the County Assessor. This certificate does not include land or improvements assessed under a separate account number, personal property taxes, transfer tax or misc. tax collected on behalf of other entities, special or local improvement district assessments or mobile homes, unless specifically mentioned. I, the undersigned, do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount required for redemption are as noted herein. In witness whereof, I have hereunto set my hand and seal. TREASURER, 09904 If) COUNTY KARLA J. BAOLEY 109 8`" Street, Suite 704 Glenwood Springs CO, 81601 Jan 29, 2018 2:51:58 PM Page 1 of 1