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1.00 General Application Materials_Part1
Canyon Creek Partners, LLC Garfield County, Colorado Parcel #212335200186 Major Subdivision Sketch Plan Application Submitted April 17, 2023 by The Land Studio, Inc. for: Canyon Creek Partners, LLC 901 Cottonwood Circle Golden, Colorado 80401 canyoncreekpartners@gmail.com Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 2 Table of Contents 4-203. General Submittal Requirements ................................................................................................. 4 Pre-Application Conference Summary ..................................................................................................... 4 Application Form ........................................................................................................................................ 8 Fee Agreement .......................................................................................................................................... 10 Letters of Authorization ........................................................................................................................... 11 4-203.C - Vicinity Map ............................................................................................................................... 15 5-402 C – Sketch Plan Map ...................................................................................................................... 16 Article 7, Divisions Standards ................................................................................................................. 18 7-101. Zone District Use Regulations .................................................................................................... 18 7-102. Comprehensive Plan & Intergovernmental Agreements ............................................................. 19 7-103. Compatibility ............................................................................................................................... 19 7-104. Source of Water ......................................................................................................................... 19 7-105. Central Water Distribution and Wastewater Systems ................................................................ 19 7-106. Public Utilities ............................................................................................................................. 20 7-107. Access and Roadways ............................................................................................................... 20 7-108. Use of Land Subject to Natural Hazards .................................................................................... 20 7-109. Fire Protection ............................................................................................................................ 20 Division 2 General Resource Protection Standards ............................................................................. 21 7-301. Compatible Design ..................................................................................................................... 21 7-302. Off-Street Parking and Loading Standards ................................................................................ 21 7-303. Landscape Standards ................................................................................................................ 22 7-304. Lighting Standards ..................................................................................................................... 22 7-305. Snow Storage Standards ........................................................................................................... 22 7-306. Trail and Walkway Standards .................................................................................................... 23 Division 4. Subdivision Standards and Design Standards .................................................................. 23 Section 7-401. General Subdivision Standards ..................................................................................... 23 Section 7-402. Subdivision Lots ............................................................................................................. 23 Section 7-403. Survey Monuments ........................................................................................................ 23 Section 7-404. School Land Dedication ................................................................................................. 23 Section 7-405. Road Impact Fees .......................................................................................................... 24 Exhibits ...................................................................................................................................................... 24 Exhibit A - Title Commitment Exhibit B - Engineering Report Exhibit C - Sketch Plan Concept Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 3 Application Team Landowners: Charles Hoge & Michael and Laura Resch 901 Cottonwood Circle Golden, Colorado 80401 canyoncreekpartners@gmail.com Applicant: Canyon Creek Partners, LLC Contact: Michael Resch 901 Cottonwood Circle Golden, Colorado 80401 canyoncreekpartners@gmail.com Civil Engineering/Survey: Sopris Engineering Contact: Kyle Sanderson, PE 502 Main Street, Suite A-3 Carbondale, CO 81623 970.704.0311 ksanderson@sopriseng.com Land Planning: The Land Studio, Inc. Contact: Doug Pratte 365 River Bend Way Glenwood Springs, Colorado 81601 970.927.3690 Landstudio2@comcast.net Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 4 4-203. General Submittal Requirements Pre-Application Conference Summary 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 212335200186 DATE: February 10, 2023 PROJECT: Lot 2 Gabossi Subdivision Exemption OWNERS/APPLICANT: Hodge, Charles and Resh, Michael and Laura REPRESENTATIVE: The Land Studio Inc., Doug Pratte PRACTICAL LOCATION: Lot 2, Gabossi Subdivision Exemption According to the Plat Recorded February 11,2003 at Reception #620584 ZONING: Rural TYPE OF APPLICATION: Major Subdivision – Sketch Plan COMPREHENSIVE PLAN: Res MH (2 to 6 Ac/Du), New Castle Area of Influence I.GENERAL PROJECT DESCRIPTION The applicant is requesting to create a Major Subdivision of 7 lots from Lot 2 of the Gabossi Subdivision Exemption. Following conversations with the Applicant, it appears that there is a desire to pursue the optional Sketch Plan review for the Major Subdivision. This meeting with the Planning Commission and Board of County Commissioners would allow the Applicant to obtain feedback on the application before preparing detailed engineering and reports. Access to the subdivision is proposed to be off County Road 138 and Highway 6 and 24 to the west of New Creation Church. The development is anticipated to be served by the Bowles Well No. 6 and each of the 7 lots will have individual OWTS. While the exact development to take place within the subdivision has not yet been finalized, from representations made in the pre-application meeting the range of development consists of 7 lots with lots 2- 6 ranging from 2 acres to 3.1 acres in size. Lot 1 is proposed to be 15.2 acres in size and lot 7 to be 8.1 acres in size. Lot 7 currently has a shop structure currently located on it. The proposeal is for the shop to exist as a home occupation on the lot. There are two ditches located on the site as well as a electric easment. Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 5 2 For Sketch Plan, access simply needs to be discussed along with any steps that need to be accomplished in order to achieve legal access. With the Preliminary Plan, t he characteristics of the internal roads will be evaluated to the highest traffic impact use as identified . At the time of Preliminary Plan, the subdivision will need to be analyzed to their most impactful extent for traffic, water, and wastewater, as well as the review standards identified in Division 7, Sections 1-4. As discussed, while Sketch Plan review is not required, it is Staff’s and the aplicants opinion that the review of the subdivision could be beneficial to both the applicant’s review process and for the Planning Commission and BOCC. The process and submittal requirements for Sketch Plan are outlined in Table 5-103 and Table 5-401. Subject Parcel II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Garfield County Comprehensive Plan 2030 • Garfield County Land Use and Development Code, as amended Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 6 3 • Section 4-101 – Common Review Procedures • Section 5-302(B) - Major Subdivision, Sketch Plan • Table 5-501 and Section 5-402 – Submittal Requirements • Applicable provisions from Article 7, Standards (Article 7, Divisions 1-4) III. PROCESS Sketch Plan requiers public notice before moving to a meeting with the Planning Commission and for the BOCC. The comments provided by Staff and the Planning Commission and BOCC are non-binding. Written comments from the meeting with the Planning Commission and BOCC will be provided to the Applicant within 10 days following the meeting. VI. SUBMITTAL REQUIREMENTS As a Major Subdivision, Table 5-401 outlines the submittal requirements for both Sketch Plan and Preliminary Plan (See Below). In addition, the application should include documentation to address all required review criteria and development standards. Please refer directly to Table 5-401 and the list of General Application Materials in section 4-203 for the full description of this information: 1. General application materials a. Detailed project description (Descibe subdivision to allow for a full scope review by the Planning Commission and the BOCC) b. Application form and fee c. Agreement to pay form d. Copy of Deed or Title Commitment as proof of ownership e. Names and mailing addresses of mineral owners of the subject property (Not applicable to Sketch Plan) f. Names and mailing addresses of all owners of property within 200’ of the subject property g. Assessor map indicating location of the above propert y h. Copy of this pre-application form 2. Vicinity Map (4-203 C) 3. Sketch Plan Map (5-402 C) 4. Visual Analysis (5-402 H) 5. Recommended: Discussion Response to Standards in Article 7, Divisions 1, 2, and 3, and 4 - including discussion of legal and physical water, adequate wastewater disposal, legal and physical access, adequate parking, etc. Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 7 4 Submit three paper copies and one digital copy of the application. Additional copies will be requested upon determination of completeness, if necessary. See the land use code for additional information on submittal requirements. IV. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: ___None (Director’s Decision) _X_Planning Commission _X_ Board of County Commissioners __ Board of Adjustment c. Referral Agencies: May include Garfield County Road and Bridge, Fire Protection District, Town of New Castle, Colorado Department of Transportation, Garfield County Vegetation Management, and Garfield County Designated Engineer. V. APPLICATION REVIEW FEES a. Planning Review Fees: $ 325.00 Preliminary Plan ($325 Sketch Plan) b. Referral Agency Fees: $ N/A c. Total Deposit: $ 325 (additional hours are billed at $40.50 /hour) Disclaimer The pre-application meeting summary is only valid for six (6) months from the date of the written summary. The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre-application Summary Prepared by: February 10, 2023 ___________________________________________ _____________ John Leybourne, Planner III Date Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 8 Application Form Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com DIVISIONS OF LAND APPLICATION FORM TYPE OF SUBDIVISION/EXEMPTION Minor Subdivision Preliminary Plan Amendment Major Subdivision Final Plat Amendment Sketch Preliminary Final Common Interest Community Subdivision Conservation Subdivision Public/County Road Split Exemption Yield Sketch Preliminary Final Rural Land Development Exemption Time Extension Basic Correction Exemption INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E- Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ Charles Hoge & Michael and Laura Resch 901 Cottonwood Circle Golden CO 80401 mail:______________________________________________________________________________ 365 River Bend Way 970 927-3690 Glenwood Springs CO 81601 landstudio2@comcast.net Lot 2, Gabossi Subdivision Exemption Rural 34.7 Acres ✔ ✔ The Land Studio, Inc. Douglas Pratte canyoncreekpartners@gmail.com Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 9 Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 10 Fee Agreement Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 11 Letters of Authorization Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 12 4-203.B.2 - Ownership Information A Title Commitment is provided as an Exhibit to this Application 4-203.B.3 - Adjacent Property Owners Within 200 Feet 2/15/23, 2:36 PM Garfield County Land Explorer about:blank 1/1 Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 212326200955 Not available NEW CASTLE BUREAU OF LAND MANAGEMENT R040354 2300 RIVER FRONTAGE ROAD SILT, CO 81652 212335100118 Not available NEW CASTLE MACY REVOCABLE TRUST, JACQUELINE S R040326 100 SAINT PAUL STREET, SUITE 700 DENVER, CO 80206 212335100120 319 138 COUNTY RD NEW CASTLE SAM 319 LLC R040328 319 COUNTY ROAD 138 GLENWOOD SPRINGS, CO 81601 212335100127 406-000408 138 COUNTY RD GLENWOOD SPRINGS HANSEN, NORMAN RAY R040338 406 COUNTY ROAD 138 GLENWOOD SPRINGS, CO 81602 212335200059 Not available NEW CASTLE ALPINE TRUST & ASSET MGMT DIV OF ALPINE BANK AS TRUSTEE FOR TRUST UNDER WILL OF HENRY P WILLIAMS JR FBO WILLIAMS, ERIC C R040237 225 N 5TH STREET GRAND JUNCTION, CO 81501 212335200186 24 138 COUNTY RD NEW CASTLE HOGE, CHARLES & RESCH, MICHAEL & LAURA R040429 901 COTTONWOOD CIR GOLDEN, CO 80401 212335200187 18 138 COUNTY RD GLENWOOD SPRINGS CANYON CREEK SELF STORAGE LLC R040430 PO BOX 2518 MEEKER, CO 81641 212335200188 22 138 COUNTY RD NEW CASTLE CANYON CREEK SELF STORAGE LLC R040431 PO BOX 2518 MEEKER, CO 81641 212335201001 44523 6 & 24 HWY GLENWOOD SPRINGS GABOSSI, ROCKY A & MARY A R082828 339 FAAS RANCH ROAD NEW CASTLE, CO 81647 ROW Not available null Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 13 4-203.B - Project Description The proposal is to subdivide the 34.7 acre Lot 2 of the Gabossi Subdivision Exemption into 7 lots. The subject property is zoned Rural and the minimum lot area for the Rural Zone District is 2 acres. This Major Subdivision Sketch Plan Application proposes to subdivide the property into 7 lots that are all 2 acres or greater in size. This Application addresses the Major Subdivision criteria within the Garfield County Land Use and Development Code. The 15+ acre Lot 1 will include the existing residence on the upper portion of the property. Lots 2 through 6 have no existing development and will be located generally in the lower flat on the southwest corner of the property and will be 2 to 3 acres in size. Lot 7 will be 8 acres± and will include the existing residential garage that is currently utilized as a shop, and the surrounding area on the southeast corner of the property. Lot 7 will be redeveloped with a single family residence and residential garage, or with a single family residence and the residential garage utilized as a home occupation shop. The existing road will require grading improvements to bring them to current County and Fire Department road standards for a driveway access. Attached as an Exhibit is Sopris Engineering’s Sketch Plan Engineering Report that addresses the following: • Executive Summary • General Existing Site Conditions and Structures • Division 1. General Approval Standards - Section 7-104. Source of Water - Section 7-105. Central Water Distribution and Wastewater Systems - Section 7-106. Public Utilities - Section 7-107. Access and Roadways - Section 7-108. Use of Land Subject to Natural Hazards - Section 7-109. Fire Protection • Division 2. General Resource Protection Standards - Section 7-203. Protection of Waterbodies - Section 7-204. Drainage and Erosion - Section 7-205. Environmental Quality - Section 7-206. Wildfire Hazards - Section 7-208. Reclamation • Division 3. Site Planning and Development Standards - Section 7-302. Off-Street Parking and Loading Standards - Section 7-305. Snow Storage Standards Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 14 - Section 7-306. Trail and Walkway Standards • Division 4. Subdivision Standards and Design Specifications - Section 7-401. General Subdivision Standards - Section 7-402. Subdivision Lots - Section 7-403. Survey Monuments - Section 7-404. School Land Dedication - Section 7-405. Road Impact Fees • Attachments: 1 – Figure 1 – General Site Map 2 – Figure 2 – Slope Analysis 3 – Bowles Well Nos. 2, 3, and 4 Well Permits 4 – CDOT Access Permit No 303120 5 – Water Rights Decree 2019CW3096 6 – Gabossi Exemption Plat 7 – Gabossi Exemption – Lot 2 Survey 8 – Xcel Energy Will Serve Letter 9 – FEMA Floodplain Map Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 15 4-203.C - Vicinity Map &RS\ULJKW 1D WLRQ DO*HRJ UDS KLF6R FLHW\LFXEHG N EW C A ST LE 0.7 MIL ES GL EN W O O D SPR IN G S - 5 M ILE S A PPRO XIM ATE SU B J EC T B O UNDAR Y §¨¦70 9LFLQL W\ £¤6 §¨¦70 &$1<21&5((.5' 6&$1<21 & 5 ( (.5' T H R E E M IL E R A D I U S &$1< 21&5( (. 3$ 57 1(56 //& 7+5((0,/(5$',869,&,1,7<0$3 )H HW $ 3$ 5&(/,1)250$7,21 *$5),( /'&2817<*,6 %$6 (0$3 86$72 320$36 ( 65, 7+,6 0$ 3,6 ,17(1'(' )25*(1( 5$/3 /$11,1*385326( 621/< VFD OH # [ PDS MEO 62 35, 6( 1*,1(( 5, 1*±// &&,9 ,/& 2 168 /7$ 176 0$ ,1 6 75(( 768,7 ( $ & $ 5%2 1'$ /( & 2 /2 5$'2 68%-(&7 3$5& (/ '(7$ ,/ 6 & 5 1(: & $ 67/ (&2 3$5 & (/ 1 R /2 7 * $%2 66 ,6 8 %' ,9,6,2 1(;( 03 7,2 1 6(352 -(& 7 1 R '$7( Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 16 5-402 C – Sketch Plan Map (11”x17” Sketch Plan Concept is attached as an Exhibit) Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 17 Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 18 Article 7, Divisions Standards Division 1. General Approval Standards 7-101. Zone District Use Regulations Zoning for this parcel is Rural and the minimum lot area for the Rural Zone District is 2-acres. This Major Subdivision Sketch Plan Application proposes to subdivide the property into 7 lots that are all 2 acres or greater in size. Single- Unit Dwellings (per legal lot) are a use by right in the Rural Zone District, so no rezoning is required for this Application. All proposed development will comply with any restrictions and regulations of the Rural Zone District in the Garfield County Land Use and Development Code and will comply with the following Zone District Dimensional Standards: Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 19 7-102. Comprehensive Plan & Intergovernmental Agreements The Garfield County Comprehensive Plan shows the Canyon Creek Partners parcel in the Res MH (2-6 Ac/Du) future land use designation. Residential Medium High is defined as small farms, estates, residences, and clustered residential subdivisions. The proposed density of seven residential lots per the 34.7 acre parcel = one residential lot per five acres, which is within the 2-6 Ac/Du range. This parcel also resides within the New Castle Area of Influence and at the edge of the New Castle Comprehensive Plan Future Land Use Map. The Future Land Use designated for this parcel is Rural Low Density. The type of use for this designation is large lot single-family, working ranches/farms, ranchettes, and open pastures with rural qualities. While the density recommendation is 10 or more acres per dwelling unit (3.5 dwelling units) it should be noted that Garfield County allows ADUs, which will allow up 7 dwelling units. This Application proposes 7 lots ranging in size from 2-15 acres each with a single-family dwelling unit in this rural neighborhood setting. The proposed Canyon Creek Partners, LLC Subdivision will be compatible with the Garfield County and New Castle Comprehensive Plans. 7-103. Compatibility The proposed Rural Low Density subdivision of 7 lots will be a compatible use with the adjacent rural residential land uses and fits within the Rural zoning allowance of one unit per 2 acres. The adjacent land uses consist of the following: - 12-acre Rural residential parcel with a single family home to the west - 59-acre Rural agricultural parcel with a single family home to the northwest - Two parcels with warehouse / self-storage / RV storage to the south - 28-acre Rural vacant land parcel to the northeast - 14-acre Rural residential parcel with a single family home to the east - BLM land to the north 7-104. Source of Water Proposed Lots 1 and 7 will be served by existing wells and Proposed Lots 2 through 6 will be served by a combination of two new domestic wells. See Sopris Engineering’s Engineering Report, which is attached as an Exhibit for additional information. 7-105. Central Water Distribution and Wastewater Systems Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 20 Water Distribution Systems – Proposed Lots 1 and 7 will be served by existing wells and Proposed Lots 2 through 6 will be served by a combination of two new domestic wells. See Sopris Engineering’s Engineering Report, which is attached as an Exhibit for additional information. Wastewater Systems – There is not a public wastewater/sanitary sewer service to this property. The proposed Lots are to be served by individual Onsite Wastewater Treatment Systems (OWTS). The OWTS will be designed as needed in the design phases of the development. The OWTS for the existing residence on Proposed Lot 1 and the existing shop building on Proposed Lot 7 are to be investigated.. See Sopris Engineering’s Engineering Report, which is attached as an Exhibit for additional information. 7-106. Public Utilities SE coordinated with Xcel on providing service to the site and received a “Will Serve” letter that states Xcel will provide natural gas (if desired) and electric service. See Sopris Engineering’s Engineering Report, which is attached as an Exhibit for additional information. 7-107. Access and Roadways See Sopris Engineering’s Engineering Report, which is attached as an Exhibit, for information related to the Highway 6 and County Road 138 CDOT State Highway Access Permit and Traffic Generation for the project. 7-108. Use of Land Subject to Natural Hazards This Application does not anticipate development within any natural or geologic hazard areas. This will be confirmed at the Preliminary Plan design phase of the project. This is also addressed in Sopris Engineering’s Engineering Report, which is attached as an Exhibit for additional information. 7-109. Fire Protection See Sopris Engineering’s Engineering Report, which is attached as an Exhibit, for information related to their coordination with the Glenwood Springs Fire Department regarding access and fire suppression. Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 21 Division 2 General Resource Protection Standards 7-301. Compatible Design The nature, scale, and intensity of the prospective residential homes on Lots that range in size from 2 acres to 15 acres are intended to compliment the adjacent rural residential land uses. Care will be taken to encourage structures that are designed to appear as a contemporary interpretation of the traditional neighborhoods of rural Garfield County and other western communities. The residences shall utilize materials and colors of that are in harmony with the natural landscape of the surrounding hillsides. 7-302. Off-Street Parking and Loading Standards Each residence within the 7 Lot subdivision will provide two off-street parking spaces per Table 7-302.A. Minimum Off-Street Parking Standards By Use. Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 22 7-303. Landscape Standards - All areas disturbed during construction will be revegetated according to the following criteria. - During construction, erosion which may pose a threat to surrounding properties or waterways will be contained through the use of temporary erosion control measures as deemed necessary. - Revegetation of disturbed areas shall commence in the fall, prior to the first major snowfall, or early spring if site conditions allow. - Exposure of soil to erosion by removal or disturbance of vegetation shall be limited to the area required for immediate construction operations and for the shortest practical period of time. - All disturbed areas shall be seeded, mulched, or sodded with a native grass seed mix. - All topsoil shall be salvaged from disturbed areas, stockpiled and re-spread prior to revegetation. Topsoil should not be re-spread on areas of the site proposed for future building. 7-304. Lighting Standards Detailed lighting will be addressed in the Preliminary Plan. In general all lighting will comply with Garfield County Lighting Standards and address the following outdoor lighting basics from the International Dark Sky Association: Modern society requires outdoor lighting for a variety of needs, including safety and commerce. IDA recognizes this but advocates that any required lighting be used wisely. To minimize the harmful effects of light pollution, lighting should: - Only be on when needed. - Only light the area that needs it. - Be no brighter than necessary. - Minimize blue light emissions. - Be fully shielded (pointing downward). 7-305. Snow Storage Standards Per Sopris Engineering’s Engineering Report attached as an Exhibit, The proposed development is made up of 7 proposed Lots. The Lots will be developed with single-family dwelling units and do not include a common outdoor parking area. All residential uses except for multi-family are exempt from the Snow Storage Standards. Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 23 7-306. Trail and Walkway Standards Per Sopris Engineering’s Engineering Report attached as an Exhibit, the proposed development is made up of 7 proposed Lots. The Lots will be developed with single-family dwelling units which are exempt from the Trail and Walkway Standards. Division 4. Subdivision Standards and Design Standards Section 7-401. General Subdivision Standards Per Sopris Engineering’s Engineering Report attached as an Exhibit, Subsections A. Maintenance of Common Facilities, B. Domestic Animal Control, and C. Fireplaces will be vetted in the design phases of the project. Subsection D. Development in the Floodplain does not apply to this site as the entire property is outside of the 500-year floodplain as shown on FEMA Floodplain Panel 1130 of 2075, Map Number 08045C1130E (Preliminary Oct 26, 2011. See attached for floodplain map. Section 7-402. Subdivision Lots Per Sopris Engineering’s Engineering Report attached as an Exhibit, the preliminary Lot configurations generally conform to the lot size standards. All Lots are larger than 2-acres which is minimum for Rural Zone. The Lot configurations will be developed further in the design phases of the project. Section 7-403. Survey Monuments Per Sopris Engineering’s Engineering Report attached as an Exhibit, permanent survey monuments are required for subdivisions. These markers will be placed if the development moves forward through planning, design, and into construction. Section 7-404. School Land Dedication The BOCC shall require reservation, dedication, or payment in lieu of school land. Land Dedication Standards state that 870-SF of land (0.020-acre) per Single Family unit shall be dedicated or pay fee in lieu based on Section 7-404.C. The subject property will most likely require fee in lieu payment for the school land dedication requirement. The subject property is within the RE-1 School District boundary which will require payment based on Section 7-404.C.2 which is based on the unimproved fair market value of the land that would have been dedicated. This payment shall be determined in the design phases of the project once the desired number of Single Family units is established. Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado 24 Section 7-405. Road Impact Fees Per Sopris Engineering’s Engineering Report attached as an Exhibit, Road Impact Fees shall be implemented and administered consistent with the Road Impact Fee Update study dated July 1, 2015. Road impact fees for new development are collected prior to issuance of a building permit. The subject property is located in the East Benefit District. Table 7-405 defines the Impact fee for Residential Dwelling per Square feet of Finished Floor Areas. The fees have specific ranges based on the size of the dwelling unit ranging from $726/unit for 900-SF or less up to $2,703/unit for 2,401-SF and greater. Exhibits Exhibit A - Title Commitment Exhibit B - Engineering Report Exhibit C - Sketch Plan Concept Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado Exhibit A Title Commitments INVOICE Land Title Guarantee Company 5975 Greenwood Plaza Blvd Suite 125 Greenwood Village, CO 80111 970-945-2610 CHARLES HOGE, MICHAEL RESCH & LAURA RESCH CHARLES HOGE, MICHAEL RESCH & LAURA RESCH 9001 COTTONWOOD CIRCLE Golden, CO 80401 Invoice Number:GWS-6081 Date: March 06, 2023 Order Number:63019439 Property Address:24 COUNTY ROAD 138 GLENWOOD SPRINGS 81601 Parties: A Buyer To Be Determined Invoice Charges Service: TBD Commitment Ref: 63019439 Addr: 24 COUNTY ROAD 138 Party: CHARLES HOGE AND MICHAEL RESCH AND LAURA RESCH Total Amount Invoiced: Less Payment(s): Balance Due: $265.00 $265.00 $0.00 $265.00 Due and Payable upon receipt Please make check payable to Land Title Guarantee Company and send to the address at the top of Page 1. Please reference Invoice Number GWS-6081 on your Payment Page 1 invoice.odt 14420 07/2015 07/30/13 11:06:43 AM Reference Your Reference Number: TBD Commitment - 63019439 Our Order Number:GWS-6081 Our Customer Number: 89383.1 Invoice Requested by: CHARLES HOGE, MICHAEL RESCH & LAURA RESCH Invoice (Process) Date: March 06, 2023 Transaction Invoiced By: Web Services Email Address: system@ltgc.com Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:GW63019439 Date: 03/06/2023 Property Address:24 COUNTY ROAD 138, GLENWOOD SPRINGS, CO 81601 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance Land Title Garfield County Title Team 901 GRA ND AVENUE #202 GLENWOOD SPRINGS, CO 81601 (970) 945-2610 (Work) (970) 945-4784 (Work Fax) glenwoodresponse@ltgc.com Seller/Owner CHARLES HOGE AND MICHAEL RESCH AND LAURA RESCH 901 COTTONWOOD CIR GOLDEN, CO 80401 fresch99@yahoo.com Delivered via: Electronic Mail Land Title Guarantee Company Estimate of Title Fees Order Number:GW63019439 Date: 03/06/2023 Property Address:24 COUNTY ROAD 138, GLENWOOD SPRINGS, CO 81601 Parties:A BUYER TO BE DETERMINED CHARLES HOGE AND MICHAEL RESCH AND LAURA RESCH Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $265.00 Total $265.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Garfield county recorded 02/14/2022 under reception no. 970898 Garfield county recorded 03/05/2003 under reception no. 622235 Plat Map(s): Garfield county recorded 02/11/2003 under reception no. 620584 Property Address: 24 COUNTY ROAD 138, GLENWOOD SPRINGS, CO 81601 1.Effective Date: 02/10/2023 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER TO BE DETERMINED $0.00 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 her eof vested in: CHARLES HOGE AND MICHAEL RESCH AND LAURA RESCH 5.The Land referred to in this Commitment is described as follows: A TRACT OF LAND SITUATED IN THE NW1/4 OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE N1/4 CORNER OF SAID SECTION 35, SAID POINT BEING AN IRON PIPE WITH AN ALUMINUM CAP, PLS NO. 15710; THENCE ALONG THE EAST LINE OF SAID NW1/4 S 07°03'10" E 1870.02 FEET; THENCE DEPARTING SAID WEST LINE N 90°00'00" W 84.81 FEET; THENCE S 00°40'50" W 80.42 FEET; THENCE S 10°10'24" E 123.46 FEET; THENCE S 79°49'36" W 85.70 FEET; THENCE N 58°20'18" W 80.34 FEET; THENCE 19.34 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 31°39'42" AND SUBTENDING A CHORD WHICH BEARS N 74°10'09" W 19.10 FEET; THENCE N 90°00'00" W 38.18 FEET; THENCE 88.08 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 515.00 FEET, A CENTRAL ANGLE OF 09°47'59" AND SUBTENDING A CHORD WHICH BEARS N 85°06'01" W 87.98 FEET; THENCE N 80°12'01" W 56.76 FEET; THENCE 110.42 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET, A CENTRAL ANGLE OF 97°20'08" AND SUBTENDING A CHORD WHICH BEARS N 31°31'57" W 97.62 FEET; THENCE N 84°8' 51" W 119.80 FEET; THENCE S 84°18'28" W 105.41 FEET; THENCE N 74°56'17" W 210.39 FEET; THENCE N 68°43'16" W 110.56 FEET; THENCE S 72°59'26" W 101.15 FEET; THENCE N 80°11'51" W 128.20 FEET; THENCE N 02°38'42" E 142.25 FEET; THENCE N 28°03'51" W 69.80 FEET; THENCE N 34°01'36" E 250.32 FEET; THENCE N 23°42'17" E 160.96 FEET; THENCE N 40°24'52" E 63.16 FEET; THENCE N 04°15' 08" W 209.64 FEET; THENCE N 22°37'14" E 167.65 FEET; THENCE N 49°48'42" E 68.45 FEET; THENCE N 37°28'23" E 80.15 FEET; THENCE N 11°39'34" E 51.69 FEET; THENCE N 26°11'52" E 62.99 FEET; THENCE N 26°31'06" W 55.72 FEET; THENCE N 45°21'31" E 855.56 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO ALSO KNOWN AS: LOT 2 GABOSSI EXEMPTION ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 11, 2003 UNDER RECEPTION NO. 620584. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GW63019439 Copyright 2006-2023 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. COUNTY OF GARFIELD STATE OF COLORADO ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:GW63019439 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: GW63019439 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requireme nts or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1.Any facts, rights, intere sts, 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 a nd 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 prio r 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 o f 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.DEED OF TRUST DATED FEBRUARY 11, 2022, FROM CHARLES HOGE AND MICHAEL RESCH AND LAURA RESCH TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY, COLORADO FOR THE USE OF BAY EQUITY LLC TO SECURE THE SUM OF $856,000.00 RECORDED FEBRUARY 14, 2022, UNDER RECEPTION NO. 970901. 9.DEED OF TRUST DATED FEBRUARY 11, 2022, FROM CHARLES HOGE AND MICHAEL RESCH AND LAURA RESCH TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY, COLORADO FOR THE USE OF ALPINE BANK TO SECURE THE SUM OF $288,000.00 RECORDED FEBRUARY 14, 2022, UNDER RECEPTION NO. 970902. NOTE: THE ABOVE DEED OF TRUST SECURES A LINE OF CREDIT. 10.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 06, 1967, IN BOOK 388 AT PAGE 311. 11.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 06, 1967, IN BOOK 388 AT PAGE 311. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63019439 12.ENCROACHMENT OF ROADWAY ONTO SUBJECT PROPERTY AS SHOWN ON FIRST AMENDED SENOR MESA PLAT RECORDED OCTOBER 13, 1998 AS RECEPTION NO. 533649 PURPORTEDLY GRANTED IN INSTRUMENT RECORDED JANUARY 13, 1943 IN BOOK 201 AT PAGE 502. 13.UTILITY EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO IN INSTRUMENT RECORDED OCTOBER 12, 1999, IN BOOK 1154 AT PAGE 989. 14.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO 2002-84 RECORDED SEPTEMBER 17, 2002 IN BOOK 1387 AT PAGE 114. 15.EASEMENTS AND RIGHTS OF WAY AS GRANTED IN INSTRUMENT RECORDED AUGUST 7, 2002 IN BOOK 1376 AT PAGE 135. 16.EASEMENTS, RIGHTS OF WAY AND ALL MATTERS SHOWN ON THE PLAT RECORDED SEPTEMBER 18, 2002 UNDER RECEPTION NO. 610839 AND AMENDED PLAT RECORDED FEBRUARY 11, 2003 UNDER RECEPTION NO. 620584. 17.TERMS, CONDITIONS AND PROVISIONS OF WATER ALLOTMENT CONTRACT RECORDED OCTOBER 24, 2003 UNDER RECEPTION NO. 639228, AND APPLICATION RECORDED FEBRUARY 25, 2013 UNDER RECEPTION NO. 831818. 18.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED SEPTEMBER 17, 2010 UNDER RECEPTION NO. 791617. 19.TERMS, CONDITIONS AND PROVISIONS OF WATER AGREEMENT RECORDED SEPTEMBER 17, 2010 UNDER RECEPTION NO. 791618 AND AMENDMENT RECORDED MARCH 28, 2011 UNDER RECEPTION NO. 800548 20.TERMS, CONDITIONS AND PROVISIONS OF QUIT CLAIM DEED RECORDED FEBRUARY 14, 2022 UNDER RECEPTION NO. 970897. 21.MATTERS DISCLOSED ON IMPROVEMENT SURVEY PLAT PREPARED BY BOOKCLIFF SURVEY SERVICES INC., CERTIFIED NOVEMBER 29, 2021, JOB NO. 21161-01, OUR ESI 40147305. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: GW63019439 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: 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 t he 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 P olicy 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, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) 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 treasurer's 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). (B) 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. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) 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. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of 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 Ind emnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. 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 defrau d 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. Note: Pursuant to CRS 10-1-11(4)(a)(1), Colorado notaries may remotely notarize real estate deeds and other documents using real-time audio-video communication technology. You may choose not to use remote notarization for any document. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, 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 as agent 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 your non-public personal information ("Personal Information"). In th e 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 obtain either 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 may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. 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 assess 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 STATED ABOVE OR 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 wh en 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. Commitment For Title Insurance Issued by Old Republic National Title Insurance Company NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and t he name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation 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 Craig B. Rants, Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II —Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) 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. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) Canyon Creek Partners, LLC Major Subdivision Sketch Plan Garfield County, Colorado Exhibit B Engineering Report Canyon Creek Partners – Sketch Plan Engineering Report April 7, 2023 Job #: 32000.01 Page 1 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 Canyon Creek Partners LLC c/o Julie and Doug Pratte – The Land Studio, Inc. 365 River Bend Way Glenwood Springs, CO 81601 Email: landstudio2@comcast.net RE: Sketch Plan Engineering Report – Canyon Creek Partners LLC Property Development (SE Job #32000.01) Dear Julie and Doug, Sopris Engineering, LLC (SE) has prepared the following report in support of a submission for Sketch Plan review in Garfield County for the proposed site planning and subdivision design at Lot 2 of the Gabossi Exemption. The site is generally located between Canyon Creek and New Castle off Highway 6 and County Road 138. This report generally outlines the civil design scope, civil related deliverables, and civil related responses to the Garfield County Land Use and Development Code, Article 7 Standards for the proposed development. SE assumes that the text in this report and the associated attachments will be combined into a single sketch plan report document by The Land Studio that encompasses all design criteria necessary for the Garfield County Sketch Plan documents and requirements. Executive Summary The subject property falls within the Rural Zone District. The minimum lot area for the Rural District is 2-acres. The site is to be subdivided into 7 total lots which triggers the Major Subdivision criteria within the Land Use Code. Lot 1 will include the existing residence on the upper portion of the property and plans to be 15 to 16 acres. Lots 2 through 6 will be located generally in the lower flat on the southwest corner of the property and each plan to be 2 to 3 acres. Lot 7 will include the existing residential garage that is currently utilized as a shop and the surrounding area generally on the southeast corner of the property and plans to be 7.5 to 8.5 acres. Lot 7 could be redeveloped with a single family residence and residential garage, or with a single family residence and the residential garage utilized as a home occupation shop. The existing road would require grading improvements to bring them to current County and Fire Department road standards for a driveway access. The existing access road through offsite Lot 4 south of the subject property may need improvements to meet County and Fire Department road standards. The required improvements seem reasonable to accomplish. However, additional field survey is required to understand the full scope of the required road improvements. SE reviewed the CDOT State Highway Access Permit for the existing access at County Road 138. A new access permit will not be required if development includes no more than 8 dwellings. If more than 8 dwellings are desired, a new access permit and traffic study will be required to determine if Highway improvements are necessary to support the increase in vehicle trips. A general vicinity map meeting code section 4-203 C has been attached. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 2 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 General Existing Site Conditions and Structures The subject property is approximately 34.685 acres. The property is generally wooded with shorter scrub oak and cedar trees throughout. There is a large ±6.0-acre field that has been used for crop production in the past on the lower, west side of the property. There is one single family home located towards the north side of the property with a circle gravel driveway and some small outbuildings and sheds. There is one metal shop located towards the southeast side of the property with a large parking and storage area outside of the building. There are generally single lane gravel driveways to the home and the metal shop with other two track gravel drives around the site for ditch access and property access. The east 2/3 of the property generally slopes from north to south with the west 1/3 of the property generally sloping steeply from east to west. See attached Figure 1 for a General Site Map. Division 1. General Approval Standards The following section of this report shows general responses for Civil Engineering related scope found in the Land Use Code, Article 7, Division 1 Standards. Section 7-104. Source of Water – Proposed Lots 1 and 7 are served by existing domestic wells (Bowles Well No. 4 – Permit No. 56103-F on Lot 1 and Bowles Well No. 3 – Permit No. 56102-F on Lot 7). Proposed Lots 2 through 6 are to share 2 new wells to be drilled. Per this section and Section 4-203.M, a letter is required outlining the water source in more detail. Exploratory well testing for water quality and capacity will be performed at the preliminary plan design phase of the project and then the letter can be provided based on the testing results. It appears on paper that there is enough decreed water to serve development on the property. A summary of the wells decreed to serve the property is summarized below. The Gabossi Exemption (Existing Lots 1 through 4), has 6 wells known as Bowles Well Nos. 1 through 6 that may be used for in-house, domestic water use (no irrigation or outdoor use). The 6 wells may be used for up to 22 single family dwellings. Bowles Well No. 2 is to be used for 7 of the dwellings where the remaining Bowles Well Nos. 1, 3, 4, 5, and 6 may serve a combined total of up to 15 singe family dwellings. See attached for copies of the well permits for Bowles Well Nos. 2, 3, 4, and the decree for case No. 2019CW3096. Further details of the wells are as follows: - Bowles Well No. 1 has not been developed but is to be located somewhere on the Gabossi Exemption subdivision. Currently this well has a conditional water right for 25 gpm. - Bowles Well No. 2 has been developed (Permit No. 68856-F) and is located on Existing Lot 1 (Decreed location is 1250-ft from the north section line and 960-ft from the west section line). Currently the well has an absolute water right for 15 gpm for use in 1 single family dwelling and the remaining 10 gpm is a conditional water right for use in an additional 6 single family dwelling units. - Bowles Well No. 3 has been developed (Permit No. 56102-F) and is located on Existing Lot 2 (Decreed location is 1500-ft from the north section line and 2200-ft from the west section line). Currently the well has a conditional water right for 25 gpm. This well appears to be the well serving the shop building on the south east part of the property within Proposed Lot 7. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 3 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 - Bowles Well No. 4 has been developed (Permit No. 56103-F) and is located on Existing Lot 2 (Decreed location is 650-ft from the north section line, 2200-ft from the west section line). Currently the well has an absolute water right of 13 gpm for use in 1 single family dwelling with an additional 12gpm conditional water right. This well appears to be the well serving the single family home on the north end of Proposed Lot 1. - Bowles Well No. 5 has not been developed but is to be located somewhere on the Gabossi Exemption. Currently this well has a conditional water right for 25 gpm. - Bowles Well No. 6 has not been developed but is to be located somewhere on the Gabossi Exemption. Currently this well has a conditional water right for 25 gpm. The maximum total diversions from Bowles Well Nos. 1 through 6 combined is limited to 8.65 ac-ft per year for in- house domestic use only. No irrigation or outdoor use is allowed. Water from the wells may serve a combined maximum of 22 single family dwellings located on the Gabossi Subdivision Exemption and Old Orchard Subdivision. The Bowles Pond, First Enlargement and the Bowles Diversion which fills the pond are located on existing Lot 1. 2.4 ac-ft is absolute for augmentation for Bowles Well No. 2. 0.1 ac-ft is conditional for augmentation for Bowels Well No. 2. 2.5 ac-ft is conditional for augmentation of the remaining Bowles Wells Nos. 1, 3, 4, 5, and 6. Note that the conditional water rights are subject to an Application for Finding of Reasonable Diligence in the same month six years from the date of the water judge’s order (November 25, 2020) in Case No. 2019CW3096. Section 7-105. Central Water Distribution and Wastewater Systems – A. Water Distribution Systems – See above for the description of wells to serve the proposed lots. (Proposed Lots 1 and 7 are served by existing wells and Proposed Lots 2 through 6 are to be served by a combination of 2 new domestic wells.) B. Wastewater Systems – There is not a public wastewater/sanitary sewer service to this property. The proposed Lots are to be served by individual Onsite Wastewater Treatment Systems (OWTS). The OWTS will be designed as needed in the design phases of the development. The OWTS for the existing residence on Proposed Lot 1 and the existing shop building on Proposed Lot 7 are to be investigated. Section 7-106. Public Utilities – Xcel Energy (Public Service Co), Electric Utility Service – There is an overhead electric line that runs through the southern portion of the property and includes a 20-ft utility easement that was granted in 1999 for access for operation, repair, and maintenance. Structures are not permitted within this easement (Book 1154 at Page 989, See Exception 11 of Title Commitment). An overhead service line extends to the home on Proposed Lot 1 from the main overhead line. It does not appear that there is a formal easement for this line. However, it is assumed to have prescriptive rights as the lines were installed in 2003. Gas lines exist within the Highway 6 right of way but are not extended to the property at this time. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 4 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 SE coordinated with Xcel on providing service to the site and received a “Will Serve” letter that states Xcel will provide natural gas (if desired) and electric service. The letter is attached. Transformers will be required for new single family residences with maximum 250-ft distance from the home. The existing lines would act as the “backbone” lines that new service lines would be pulled from. When development moves forward, details of the alignments, number of transformers, and other infrastructure can be determined. If gas is desired to be extended, those details can be determined. A CDOT utility permit would be required to extend gas service to the lot. Section 7-107. Access and Roadways – Existing Roads and Vehicle Access County Road Encroachment – There is a portion of County Road 138 that encroaches on the property just east of the existing shop building. This encroachment was granted based on an instrument recorded in 1943 (Book 201 at Page 502, Exception 10 of Title Commitment). This road encroachment shall remain in its existing condition with any development on the property. See attached Figure 1 for location of road encroachment on the property. Access Easement through existing Lot 4 Property – There is a 30-ft wide ingress, egress, and utility easement (Reception No. 620584, Exception 14 of Title Commitment) into the subject property from County Road No. 138 from the south as shown on attached Figure 1. This easement crosses existing Lot 4 of the Gabossi Subdivision. The existing gravel drive within the easement appears to be 20-ft minimum width, has a turn radius larger than 40-ft, and a 12% grade based on the Garfield County Lidar Topography (The Bookcliff Survey topography does not include the road through existing Lot 4. Additional survey topography will be collected to confirm the grade and width of this section of road in the preliminary plan design phase of the project). ROAD 1 to Single Family Residence – The gravel drive that provides vehicle access to the single family residence is shown as ROAD 1 on attached Figure 1. ROAD 1 has a 20-ft min width and 10% max grade from the south property line to a point labeled as “MIDDLE SWITCHBACK” on Figure 1. From the “MIDDLE SWITCHBACK” to the “TOP OF HILL,” the road grade varies from 10% to 16% and the width reduces to as low as 13.5-ft. ROAD 2 to Metal Shop Building – The gravel drive that provides vehicle access to the metal shop building is shown as ROAD 2 on attached Figure 1. ROAD 2 from the “WYE” label shown on Figure 1 to the metal shop building is approximately 14% grade with a min width of about 14-ft. Glenwood Springs Fire Department Standards – SE reached out to the Glenwood Springs Fire Department to confirm minimum road width and grade that they will accept for their fire apparatus. They stated that they use the 2015 International Fire Code (IFC) for fire apparatus access roads. The 2015 IFC, Appendix D states that fire apparatus access roads shall not exceed 10% grade unless approved by the fire chief and dead end roads shall be minimum 20- ft wide. If the residences are sprinkled or a water tank is installed for fire suppression, the Fire Department may give leeway on the road standards if justified. Garfield County Road Standards – For any development with multiple lots on this property, the County will require a Semi Primitive Access which is a 2-lane road (8-ft lane width on each) with a 2-ft shoulder on each side, and a 4-ft wide ditch on the uphill side of the road. In other words, the required road for development with multiple lots will be 20-ft wide with a 4-ft ditch on the uphill side of the road. The County standard for max grade is 12%. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 5 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 The Roadway Standards for a Semi Primitive Access off a public right of way in the Garfield County Land Use Code, Article 7, Section 7-107.F, Table 7-107 states the following: Design Standards Primitive/Driveway Access Design Capacity (ADT) 21 to 100 Min ROW Width (ft) 40 Lane Width (ft) Two Lane – 8 each, 16 total Shoulder Width (ft) 2 Ditch Width (ft) 4 Cross Slope 2% Chip/Seal, 3% gravel Min Radius (ft) 50 Max % Grade 12% Required Road Improvements for Proposed Development SE reviewed the existing road widths and grades and compared them against proposed site development, County road standards, and Fire Department road standards. Below is a bullet point summary of possible road improvements that would be needed. The road providing access through the easement on existing Lot 2 may need to be regraded to meet the 2015 IFC standards. The current grade is approximately 12% and may need to be reduced to 10%. The regrading seems reasonable with minor grading improvements in the existing alignment. Additional field survey of topography and road width limits is needed to verify the scope and required road improvements. The existing ROAD 1 meets the Fire Department and County road standards for width and grade from the south property line to the “MIDDLE SWITCHBACK” as shown on Figure 1. This section of road allows for multiple lots to be developed in the lower portions of the property (Proposed Lots 2 through 6). If Proposed Lot 1, which includes the existing single family residence, has minimal redesign (if any), then the existing ROAD 1 north of the “MIDDLE SWITCHBACK” may be able to remain in the current alignment because it would be treated as a driveway to a single lot. Further study of what is desired at the existing residence is needed to understand what road or driveway improvements may or may not be required depending on the level of redesign (if any) on Proposed Lot 1. The existing ROAD 2 which serves the shop building on Proposed Lot 7 may require road improvements depending on the level of redesign of the shop building. Further study of what is desired at the existing shop building is needed to understand what road or driveway improvements may or may not be required depending on the level of redesign or number of structures on that portion of the property. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 6 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 Highway 6 and County Road 138 CDOT State Highway Access Permit and Traffic Generation If a development is accessed from a state highway, the State Highway Access Permit at the intersection is to be studied for increased traffic generation due to the development. If a development increases the permitted traffic at a highway access by 20% or more, a revised Access Permit is required. The access to the subject lot is at the intersection of Highway 6 and County Road 138. CDOT Permit No. 303120 (Attached) exists for this intersection and was permitted in 2003. The access is to provide service to the County Road and is permitted for 40 DHV (Peak Hour Trips). The 40 trips were calculated based on traffic due to the New Creation Church and Daycare in both the short term (2002) and long term (2022). However, other developments outside of the church and daycare were not included in the site generated traffic. Using the Institute of Transportation Engineers (ITE) Manual, 1 trip is generated for each single family residence in a new development. In order to determine what the 20% increase in traffic threshold is, there are two options. One is to use the 40 trips from the existing permit which means that 8 single family residences can be added before a traffic permit revision is triggered (20% of 40 is 8). The other option is to perform a traffic study, physically count cars at this intersection, and then use the physical counts as the baseline number. 20% of this counted baseline traffic would be the amount of residences that could be added before a permit revision is needed. A revised Access Permit would require a new traffic study to determine if Highway improvements are necessary to support the increase in vehicle trips that are generated from the development. Development of the subject site proposes a maximum of 7 residences at this time. Section 7-108. Use of Land Subject to Natural Hazards – This development does not anticipate to be within any natural or geologic hazard areas. This will be confirmed at the preliminary plan design phase of the project. Section 7-109. Fire Protection – SE reached out to the Glenwood Springs Fire Department to confirm minimum road width and grade that they will accept for their fire apparatus. They stated that they use the 2015 International Fire Code (IFC) for fire apparatus access roads. The 2015 IFC, Appendix D states that fire apparatus access roads shall not exceed 10% grade unless approved by the fire chief and dead end roads shall be minimum 20-ft wide. The project team will coordinate with the fire department on road design as well as proposed fire suppression requirements for the subdivision development at the design phases of the project. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 7 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 Division 2. General Resource Protection Standards The following section of this report shows general responses for Civil Engineering related scope found in the Land Use Code, Article 7, Division 2 Standards. Section 7-203. Protection of Waterbodies – There are no waterbodies located on the subject property. Irrigation ditches run through the property but will be protected and accounted for early in the design phases of the project. If ditches are to be crossed with proposed road improvements, necessary culvert design will be provided. Section 7-204. Drainage and Erosion – Grading and drainage design will be provided at the preliminary plan phase of the project. SE does not anticipate issues with meeting the Garfield County detention requirements (2-year and 25-year, 24-hour precipitation events) or safely passing the 100-year storm event through the site. SE will provide sediment, erosion control, and stormwater management recommendations in the design phases of the project (design drawings, drainage reports, etc). Section 7-205. Environmental Quality – Current construction standards provide parameters for mitigation of drainage and soil erosion activities relative to site development. Recommendations for appropriate best management practices (BMP’s) will be made throughout the design phases of this project. These BMP’s are primarily grouped for the construction phase and the post development phase of the project, with the main emphasis on soil erosion and sediment transport controls. Section 7-206. Wildfire Hazards – The County restricts development in areas designated as severe wildfire hazard areas (Slopes greater than 30% or within a fire chimney as identified by the Colorado State Forest Service). The subject property will be reviewed for wildfire hazard restrictions at the design phase of the project but does not appear to be in a severe wildfire area. Slope Analysis The County allows development of property on slopes up to 30%. Development on slopes from 20% to 30% requires special engineering study to “establish the feasibility of development for the site” as stated in the land use code, Article 7. Section 7-207.F. SE has prepared a slope analysis on Figure 2 attached. The drawing displays slopes from 0% to 20% (Light gray hatch), 20% to 30% (dark gray hatch), and over 30% (cyan blue hatch). Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 8 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 Section 7-208. Reclamation – Recommendations for reclamation of disturbed areas will be made throughout the design phases of this project. In general, any disturbed areas are to be re-seeded with County approved seed mixes. Reclamation of disturbed areas will be outlined in more detail within sediment, erosion control, and stormwater management design. Permanent Erosion Control BMPs shall consist of a complete landscaping and ground covering task to permanently re-vegetate and cover bear grounds that will remain open space to avoid long-term soil erosion. This effort will reduce the risk of unnecessary degradation and failure of the drainage system. Temporary erosion control structures installed during construction shall be left in place as necessary and maintained until new vegetation has been reestablished at a 70% level. Upon reaching a satisfactory level of soil stabilization from the new vegetation, all erosion control structures shall be removed; with the exception of the proposed sediment/retention basins. These should remain in place until they become a conflict with future improvements. Division 3. Site Planning and Development Standards The following section of this report shows general responses for Civil Engineering related scope found in the Land Use Code, Article 7, Division 3 Standards. Section 7-302. Off-Street Parking and Loading Standards – The proposed development is made up of 7 proposed Lots. The Lots will be developed with single-family dwelling units which are exempt from the Off-Street Parking and Loading Standards. Section 7-305. Snow Storage Standards – The proposed development is made up of 7 proposed Lots. The Lots will be developed with single-family dwelling units and do not include a common outdoor parking area. All residential uses except for multi-family are exempt from the Snow Storage Standards. Section 7-306. Trail and Walkway Standards – The proposed development is made up of 7 proposed Lots. The Lots will be developed with single-family dwelling units which are exempt from the Trail and Walkway Standards. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 9 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 Division 4. Subdivision Standards and Design Specifications The following section of this report shows general responses for Civil Engineering related scope found in the Land Use Code, Article 7, Division 4 Standards. Section 7-401. General Subdivision Standards – Subsections A. Maintenance of Common Facilities, B. Domestic Animal Control, and C. Fireplaces will be vetted in the design phases of the project. Subsection D. Development in the Floodplain does not apply to this site as the entire property is outside of the 500-year floodplain as shown on FEMA Floodplain Panel 1130 of 2075, Map Number 08045C1130E (Preliminary Oct 26, 2011. See attached for floodplain map. Section 7-402. Subdivision Lots – The preliminary Lot configurations generally conform to the lot size standards. All Lots are larger than 2-acres which is minimum for Rural Zone. The Lot configurations will be developed further in the design phases of the project. Section 7-403. Survey Monuments – Permanent survey monuments are required for subdivisions. These markers will be placed if the development moves forward through planning, design, and into construction. Section 7-404. School Land Dedication – The BOCC shall require reservation, dedication, or payment in lieu for school land. Land Dedication Standards state that 870-SF of land (0.020-acre) per Single Family unit shall be dedicated or pay fee in lieu based on Section 7-404.C. The subject property will most likely require fee in lieu payment for the school land dedication requirement. The subject property is within the RE-1 School District boundary which will require payment based on Section 7-404.C.2 which is based on the unimproved fair market value of the land that would have been dedicated. This payment shall be determined in the design phases of the project once the desired number of Single Family units is established. Section 7-405. Road Impact Fees – Road Impact Fees shall be implemented and administered consistent with the Road Impact Fee Update study dated July 1, 2015. Road impact fees for new development are collected prior to issuance of a building permit. The subject property is located in the East Benefit District. Table 7-405 defines the Impact fee for Residential Dwelling per Square feet of Finished Floor Areas. The fees have specific ranges based on the size of the dwelling unit ranging from $726/unit for 900-SF or less up to $2,703/unit for 2,401-SF and greater. Canyon Creek Partners – Sketch Plan Engineering Report April 11, 2023 Job #: 32000.01 Page 10 502 Main Street, Suite A3, Carbondale, CO 81623 970-704-0311 Conclusions: Sopris Engineering has studied the subject property and believes that there is opportunity to subdivide into 7 proposed Lots. The project team looks forward to the Sketch Plan review with the County for feedback to move forward to the preliminary design phase of the project. If you have any questions or need any additional information, please call (970) 704-0311. Sincerely, Kyle Sanderson, PE Project Manager Attachments: 1 – Figure 1 – General Site Map 2 – Figure 2 – Slope Analysis 3 – Bowles Well Nos. 2, 3, and 4 Well Permits 4 – CDOT Access Permit No 303120 5 – Water Rights Decree 2019CW3096 6 – Gabossi Exemption Plat 7 – Gabossi Exemption – Lot 2 Survey 8 – Xcel Energy Will Serve Letter 9 – FEMA Floodplain Map SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 G:\2022\32000\CIVIL\CIVIL DWGS\DE\32000-SITE.DWG - Apr 07, 2023 - 3:41pm NO R T H FIGURE 1 GENERAL SITE MAP CANYON CREEK PARTNERS, LLC (BACKGROUND: GOOGLE EARTH AERIAL) CANYON CREEK PARTNERS LLC PROPERTY BOUNDARY (LOT 2 - GABOSSI EXEMPTION) 138TH ROAD ENCROACHMENT HIGH W AY 6 C O U N T Y R O A D 1 3 8 NEW CREATION CHURCH 1 3 8 T H R O A D SINGLE FAMILY RESIDENCE METAL SHOP BUILDING 30FT INGRESS, EGRESS, & UTILITY EASEMENT 20FT PUBLIC SERVICE CO EASEMENT LOT 4 LOT 3 LOT 1 SCALE: 1" = 250' R O A D 1 ROAD 1 R O A D 1 R O A D 1 MIDDLE SWITCHBACK TOP OF HILL WYE ROAD 1 GRADE FROM 10% - 16% ROAD 2 14% GRADE G:\2022\32000\CIVIL\CIVIL DWGS\DE\32000-SITE.DWG - Apr 07, 2023 - 4:34pm CANYON CREEK PARTNERS LLC PROPERTY BOUNDARY UPPER FLAT AREA: ±5.0 ACRES LOWER FIELD AREA: ±6.0 ACRES HIGH W AY 6 C O U N T Y R O A D 1 3 8 NEW CREATION CHURCH SLOPES LEGEND UNDER 20% - LIGHT GRAY HATCH 20% TO 30% - DARK GRAY HATCH OVER 30% - CYAN BLUE HATCH SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 NO R T H FIGURE 2 SLOPE ANALYSIS CANYON CREEK PARTNERS, LLC (BACKGROUND: GOOGLE EARTH AERIAL) SCALE: 1" = 250' SHOP FLAT AREA: ±1.0 ACRE Form No. OFFICE OF THE STATE ENGINEE GWS -25 COLORADO DIVISION OF WATER RESOURCES818CentennialBldg., 1313 Sherman St., Denver, Colorado 8020 303) 866 -3581 EXST WELL PERMIT NUMBER 68856 APPLICAN DIV. 5 WD 39 DES. BASIN MD Lot: 1 Block: Filing: Subdiv: GABOSSI EXEMPTION APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 NW 1/4 Section 35 ROCKY GABOSSI Township 5 S Range 90 W Sixth P.M. 44523 HIGHWAY 6 DISTANCES FROM SECTION LINES GLENWOOD SPRINGS, CO 81601-1250 Ft. from North Section Line 960 Ft. from West Section Line 970)'945-9673 UTM COORDINATES (Meters, Zone: 13,NAD83) CHANGE /EXPANSION OF USE OF AN EXISTING WELL Easting:Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude nother owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402 -2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37 -90- 137(2) on the condition that this well is operated in accordance with the Bowles, Dorothy L Estate Augmentation Plan approved by the Division 5 Water Court in case no. 97 W162. If this well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. 4) Approved as a well on a tract of land of 20.22 acres described as that portion of the NW 1/4, Sec. 35, Twp. 5 South, Rng. 90 West, 6th P.M., aka lot 1, Gabossi Exemption), Garfield County, more particularly described on the attached exhibit A. This well is identified as the Bowles Well no. 2. 5) Approved for the installation of a pump in, and the use of, an existing well, onstructed on August 1, 2002, to a depth of 220 feet, under permit no. 56101 -F (canceled). Issuance of this permit hereby cancels permit no. 56101 -F. 6) The use of ground water from this well is limited to ordinary household purposes inside seven (7) single family dwellings. The ground water shall not be used for irrigation or other purposes. 7) The maximum pumping rate of this well shall not exceed 25 GPM. 8) The annual amount of ground water to be appropriated by this well (Bowles; Well no. 2) shall not exceed 2.8 acre -feet. Additionally the combined annual amount of ground water to be appropriated by the Bowles Well nos. 1 through 6 shall not exceed 12.0 acre -feet. 9) The return flow from the use of this well must be through an individual waste water disposal system of the non - evaporative type where the water is returned to the same stream system in which the well is located. 10) Totalizing flow meters must be installed on this well (Bowles Well no. 2) and the Bowles Well nos. 1, 3, 4, 5 & 6 and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to pr serve these markings. 12) This well shall be located not more than 200 feet from the location specifie J on this permit and at least 600 feet from any existing well, excluding permit no. 52966 (aka Bowles Well, Division 5 Water Court, case no. W- 1358), completed in the same aquifer, that is not owned by the applicant. NOTE: Parcel Identification Number (PIN): 23- 2123 - 352 -00 -185 NOTE: Assessor Tax Schedule Number: R040428 (totaling 20.22 acr s)o APPROVED DMW a '` - State Engi By Receipt No. 9503336 DATE ISSUED 12-22-2009 EXPIRATION DATE COLORADO DIVISION OF WATER RESOURCES Office Use Only Form GWS -45 (07/2009) DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST, RM 818, DENVER, CO 80203 RECEIVED phone - info: (303) 866 -3587 main: (303) 866 -3581 REC fax: (303 ) 866 -3589 hftp://www.water.state.co.us DEC 2 8 2009GENERALPURPOSENOV23 '09 Water Well Permit Application vvTEE=NSOPURCES Review instructions on reverse side prior to completing forma O TER RESOURCES t The form must be completed in black or blue ink or typed.STATE ENGtN jar L033 E7 1. Applicant Information 6. Use eck applicable boxes) Name of applicant Attach a detailed description of uses applied for. Rocky Gabossi Industrial Dewatering System El MunicipalMailingaddressp Geothermal ( production or reinjection) 44523 Highway 6 Irrigation Other (describe): In -House use for 7 dwellingcity -state zip dole Commercial units proposed Old Orchard Sub er 97CW 162GlenwoodSpringsCOi81601 7. Well Data (proposed)Telephone #E -mail (Optional) 970) 945 -9673 Maximum pumping rate m Annual amount to be withdrawn 2. Type Of Application (check applicable boxes) 2 gp 2 75 acre-feet Total depth Aquifer Construct new well Change source (aquifer)250 alluvial Replace existing well Reapplication (expired permit)feet Use existing well COGCC well 8. Land On Which Ground Water Will Be Used Change or increase use Other:Legal Description (may be provided as an attachment): Lots 1 2, 3, & 4 of 3. Refer To (if -------- - - - - -- applicable)pr posed Old Orchard Subdivision. See attached legal description 7 . Well permit #Water Court case # 56101 -F i 97CW 162 Designated Basin Determination #Welrname or # j Bowles Well No. 2 4. Location Of Proposed Well (Important! See Instructions) If Ased for crop irrigation, attach a scaled map that shows irrigated area.) Garfield NW 1/4 of the NW 1/4 A Acres B Owner 2C.22 ap Section Township N or S Range E or W Pnncipal Meridian pp._ ----- - . 35 5 90 i Sixth C. List any other wells or water rights used on this land: z Bowles Well, Bowles Pond, Bowles Springs, Williams DitchDistanceofwellfromsectionlines (section lines are typically not property lines) 1250 Ft. from ® N S 960 Ft. from E ® W 9. Proposed Well Driller License #(optional): For replacement wells only — distance and direction from old well to new well 111. Signature Of Applicant(s) Or Authorized AgentfeetdirectionTemakingoffalsestatementshereinconstitutesperjuryinthesecond Well location address (Include City, State, Zip) Check if well address is same as in Item 1. degree which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24.4-104 (13)(a). I have read the statements herein, know the contents th reof and state that they are true to my knowledge_ Sig here (Must be original signature)Date Optional: GPS well location information in UTM format You must check GPS unit for required settings as follows: r Format must be UTM T Pri t name & title Zone 12 or Zone 13 F Easting 1, 13 LY k5 Units must be Meters Datum must be NAD83 rthin O Ice UseW No Unit must be set to true north p Was GPS unit checked for above? YES f Remember to set Datum to NAD83 ea ((i p 5. Parcel On Which Well Will Be Located Receipt area only YOU MUST ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL) A Legal Description (may be provided as an attachment):Gd pans Number: 3643895 Current- Lot 1 Gabossi Subdivision Exemption,f f , bbW00 -28 M Proposed- Old Orchard Subdivision Total TransCHECK s* Nunftn 934 Check Amount: 100.00i B of acres in parcel C. Owner AQUAMAP m ot20.22 applicant w v D. Will this be the only well on this parcel? [:]YES ONO (if no list other wells)W x Bowles Well, Bowles Well Nos. 1,3 & 4 c cB T gIR4 y/! 112 $ t j9 fir. 4. f 2 E State Parcel ID# (optional):TOO 2123 - 352 -00 -185 M LAR SB5 DIV V WD -? I BA MD WELL CONSTRUCTION AND TEST REPORT FOR OFFICE USE ONLY RECEIVE STATE OF COLORADO, OFFICE OF THE STATE ENGINEER SECEIVED 1• WELL PERMIT NUMBER 5 " x . 6 i 9'F DEC 8 2SEPo92002JVATgRFGNEE 2 Owner Name(s): Rocky Gabossi col_:. ES Mailing Address: 44523 Hwy 6 & 24 Sr ,5 R COLO• City, State, Zip: Glenwood Springs, Co. 81601 919 00 7a 3 Phone #970 - 384 -2630 APPROVAL # GWS31-91-03 iWELL QC'AT15N AS DRILLED NW 1/4 NW 1/4 Sec: 35 Twp: 5 S Range. 90 W3 ' DISTANCES FROM SEC. LINES 1250 ft. from North Sec. line and 960 ft. from West Sec lime OR Northing:Easting: SUBDIVISION: Gabossi/Wagner Exemption LOT: 2 BLOCK:FILING (UNIT): STREET ADDRESS AT LOCATION 4 GROUND SURFACE ELEVATION ft.DRILLING METHOD Air Rotary DATE COMPLETED: 8/1/2002 TOTAL DEPTH: 220 DEPTH COMPLETION: 220 5. GEOLOGIC LOG 6. HOLE DIANIETER (in)FROM (ft)TO (ft) Depth Type of Material Size, Color, and 9.0 0 58 000 -030 Dirt, Rocks Gravels 6.5 58 220 030 -220 Maroon Formation 7. PLAIN CASING OD (in Kind I Wall Size From (ft)To (ft) 7.0 Steel 0.240 1 58 5.5 PVC 0.250 42 180 PERF.SING: Screen Slot Size 5.5 PVC 0.250 180 220 8. Filt Pack 9. Packer Placement Water Located: 180 +Material :Type : Size .Depth . Remarks :Interval 10. GR UTING RECORD Material Atnount Density Interval Placement Cem t 5 sks 6 al/sk 1040 p oared 11. DISINFECTION Type : HTH Amt. Used: 9 oz. 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level: 8 ft.Date/Time Measured 811/2002 Production Rate 15+ gpm Pumping Level: Total ft.DatelTime Measured 8 f 1/2002 Test Length : 2 hours Test Remarks heron and know the13. is punishabconten lass 1>a } to my lmowl Aawad to Section 24-4-14 (13)(a) CRS, the malting of fuse statements CONTRACTOR : Shelton Drilling Corp.Phone: (970) 927 -4182 Mailing Address : P.O. Box 1059 Basalt, Co. 621 Lic. No. 1095 Name / Title (Please Type or Print) Signature Date 8/8/2002 Wayne Shelton / President ORIGINAL FORM NO.STATE OF COLORADO For Once use c3ly GWS-10 OFFICE OF THE STATE ENGINEERqp-818 Centennial Bldg., 1313 Sherman St, Denver, Colorado RECEIVED' 1303) 866 -3581 _. FOR INSTRUCTIONS, SEE REVERS SIDE SEP 16 2002 STATEMENT OF BENEFICIAL USE WATEfl RESOURCES STATE Erb WELL PERMIT NUMBER 1. WELLWELL OWNER DEC 2 g 2 NAME(S)6-\ ©S S ^ aSTAEtyrUtNEEMailingAddressJZ. I{w O__ City, St Zip a d r, s Phone 3S 3d cjs Ola3 2. WELL LOCATION: COUNTY G,v Ur OWNER'S WELL DESIGNATION 4 $a3 0 Address)City)State)Tip) S 1/4&0.1 /a, sec Twp.N. rS Range EarKw.M. Distances from Section Lines a.5' Ft. from LCI N. or IDS. Line,Ft. from E. or ® W. lane. 3. The well is being used for the following purpose(s):l' v\ a-v au c 4. Water from the well was first used beneficially under this permit number, for the above described purposes on 19 Do not report a date which is before the issued date of this permit) 5. The pumping rate claimed is gallons 'per minute 6. The average annual amount of water diverted is acre feet. 7. The land area irrigated (watered) by water from this well is:Acres or Ee nl Square feet, Number) described as: Lek ;)-1 ' Q 'k u to cnptroa s,ns P o c J or as Subdivision Lot()Block Filing/Unk B. Well drilled by t " o U Co Lic. No: Pump installed by:Lic. No: 9. Meter Mfg. by Serial No.:Date Installed: 1 (we) have read the statements made herein, know the contents thereof, and state that they are true to my (our)knowledge. [Pursuant to Section 24 -4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a Class 1 misdemeanor.] 10 Name/Title (Please type or print?ignature aaoass a Q'j i FOR OFFICE ONLY State Engineer By Date Court Case No.Div.Co.vffi Basin MD Use DEC 2 8 2009 ATTACHMENT TO N&T EISONEER t COLC' GABOSSI WELL PERMIT APPLICATION November 20 2009 LEGAL DESCRIPTIO BEGINNING AT A POINT FROM WHICH THE NORT 1/4 CORNER OF SAID SECTION 35 BEARS N.45 °21'31'E. 855.56 FEET, SAID NORTH 1/4 CORNER BEING A IRON PIPE WITH AN ALUMINUM CAP, PLS N, 15710 THENCE S.26 °31'06'E. 55.72 FEET; THENCE S,26'1152'W. 62.99 FEET; THENCE S.11 °39'34 'W. 51.69 FEET; THENCE S.37 °2 '23'W, 80.15 FEET; THENCE S.49 °48'42'W. 68,45 FEET; THENCE S.22° 7'14'W. 167.65 FEET; THENCE S,04 °15'08'E. 209.64 FEET; THENCE S.40'24'52'W. 6316 FEET; THENCE S.23 °42'17'W, 160.96 FEET; THENCE S,34 °01'36'W. 250.32 FEET; THENCE S.28 °03'51'E. 69,80 FEET; THENCE S.02 °3 '42'W, 276,57 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY STATE HIGHWAY 6 AND 24; THENCE ALONG SAID RIGHT OF WAY THE FOLL WIG 5 COURSES: 1) THENCE 358.13 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2010.00 FEET, A CENTRAL ANGLE OF 10 °12'31' AND SUB- TENDING A CHORD WHICH BEARS N.72`17'01'W, 57.65 FEET; 2) THENCE S.13 °12'00'W, 50.00 FEET; 3) THENCE 270.72 FEET ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1960.00 FEET, A CENTRAL. ANGLE OF 07 °54'49' AND SUB - TENDING A CHORD WHICH BEARS N,81'21'3 'W, 270.50 FEET; 4) THENCE N.85'19'00'W, 368.00 FEET; 5) THENCE 109,74 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 5680,00 FEET, A CENTRAL ANGLE Ol 01 °06'.25' AND SUB - TENDING A CHORD WHICH BEARS N.84 109.74 FEET; THENCE DEPARTING SAID RIGHT OF WAY N.23 °00'10 E. 85.51 FEET; THENCE N,33'41'22'E. 273.31 FEET; THENCE N.10 °4101'E. 126,20 FEET; THENCE N.18 °00'46'E. 102.71 FEET; THENCE S.79 °05' 6'E. 44.25 FEET; THENCE N.87 °14'08'E, 373,76 FEET; THENCE S,83 °5 '42'E. 116.11 FEET; THENCE N.45 °21'31'E, 1000.98 FEET TO THE POINT OF BEGINNING. SAID TRACT OF LAND CONTAINS 20,220 ACRES, MORE OR LESS. ALSO KNOWN AS LOT 1, GABOSSI SUBDIVISION EXEMPTION ACCORDING TO THE PLAT THEREOF AS FILED FOR RECORD UNDER RECEPTION NO, 620584, 7 I IN 11111 Bill mill 10111111111111111111111111111111111111 IN 1 of 3 R 10,N D 70.00 GWIELD COUNTY 00 PERSONAL REPRESENTATIVE'S DEED I DEC ° Z 8 nosi 'Testate Estate)I Terry D` y SPIATER RESvNE . THIS DEED is made by i STATE cNr,NEEFr i personal Representative of the Estate of Dorothy L. Bowles, A Dorothy Lucinda Bowles deceased, GTantor, to MaLY An 3aboSS] anti ROC All +iw v (`a1v)SSl Grantee, 44523 HWY R ?4•I. whose legal addressts 6LENW000 S °7110` rn Alnl of the County of Garfield State of Colorado WHEREAS, the Last Will and Testament of the ab decedent was made executed in the lifethe October 29 which Will was duly aiaitted to (fornnal) (decedent and is dated 1997 District Coin Gar for the probate on [1arCh 25 by the 977PP County of field State of Colorado, robatNC,oh 25 WHEREAS, Grantor was duly appointed personal Representative of said Estate o 19 9 , and is now qualified and acting in said capacity NOW THEREFORE, pursuant to the powers confuted upon Grantor by the Colo Probate Code, Grantor does hereby sell, convey assign, transfer and set over unto said Grantee i joint tenancy " (for and in consiD )"Seven Htartdred Thousand and no 10 1)° the following described real property situate in the County of Garfield State of Colorado: i i See EKhibit A attached hereto and made a part here0l by this reference. ii I it i. I also known by street and number as: 44523 Highway 6, Glenwood SPXirl gs, Colorado 81601 assessor's schedule or parcel number islWithallappurtenances, subject to covenants, easements and restrictions of record, and subject to general Property221, and subject to patent reservations of rd, a ntof taxes for the year,as shown on First Vended FA=r Mew Plat recordedroadway on subject property grave a s iveway and Possessory i•tl Book 201 at ge 502 Septsanden4stxv 761 dated nber 1, 1999. rights Oq n p urn! to s>ngu used hereto, the stngu ar in tW P Executed April 18 2001 I: I Terry y i Pasond Represent? of the Pstata of L. Bowles Doroth Lucinda Bowles Deceased i SLSTATEOFCOLORADOfield I COUNTY OF The foregoing instrument was wbwwledged before me this day of it 2001 , 1! I I by re L. Bowles Do> o Lucinda Bow I' as Personal Representative of the Estate of Deceased. Witness ray hand and official scaL My commission expires:o / via 0•a.4 iar •cb rbrrr r atio i ELLEN M. LIPSCOMB IllNOTARYPUBLIC p NNMdAd&Md i I 1 /bra - cars++w rut CI. PC46. Re% 14C PNRWNAL RRlRr5V4TA7tV 8B 11990 C%Mb) aeblbrA PaOaddn& 1743 War 3L, na.I, 00 aD207- 303.297.2300—rMati.ra 9.99 COLORADO DIVISION OF WATER RESOURCES Office Form GWS 44 (07/2009)DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM 818, DENVER, CO 80 phone — info: (303) 866 -3587 main: (303) 866 -358 fax: (303 866 -3589 http://www.water.state.co.. RESIDENTIAL Note: Also use th' orm to apply for livestock watering NOV 2 3 WATER r INNWaterWellPermitplicationWATRESOURCLScif_ Review form instructions prio completing form.S TL E-N(dMBER The form must be complet in black or blue ink or typed.LENWOOD AE CA "V' -°, 1. Applicant Infor tion Use Of Well (check applicable b es) Name of applicant S e instructions to determine use(s) fo hich you may qualify Rocky Gabos 'El A. Ordinary household use in a single - family dwelling no outside use) Mai ling ess 44 Highway 6 B. Ordinary househol se in 1 to 3 single - family dwellings: Number of dw ngs: 7ityStateZipcode Glenwood Springs CO 81 1 El Home den /lawn irrigation, not to exceed one acre: Telephone #E -mail (optional)ar irrigated El sq. ft, [I acre 970) 945-9673 omestic animal watering — (non - commercial) 2 Type Of Application (che applicable boxes)ivestock watering (on farm /ranch /range /pasture) Construct new well E] Change source (aquifer) Replace existing well El Reapplication (expired permit) Well Data (proposed) Use existing well 1 Rooftop precip. collection Ma imum pumping rate Annual amoun be withdrawn Change or incre a use Other.2 gpm 2.75 acre-feet To al depth Aqui3. Refer To applicable)feet c 2 uvial Well permit #Water Court case # 56101-97CW162 8. Water Supplier asDesiatedBin Determination #Well name or # Bowles Well 2 Is his parcel within bou pplier: nd es of a water service ea. YES ®NO If es, provide name 4 Location Of Proposed Well (Import t! See Instructions) 9 Type Of Se Z ._ _ - Garfield NW 1/4 of the NW 1/a Septic t absoie _ _ ._ W -- - - --- - -' -- - - - - -- ------- __.,_... 7 Section Township N S - - - R e Ce I Sytem: D3550fSixthault: Location seauled to: istance of well from section lines (section li s are typically not property lines) 1250 Ft. from ® S 960 Ft. from E ® W Other (attach copng design and report) For replacement wells only dista and direction from old well to new well 1 1 . Proposed ell Driller License #(optional): feet di tlon 1 . Signat a Of Applicant(s) Or Authorized Agent Well location address (In de City, State, Zip) Check if well address is sa as in Item 1.T e maki of false statements herein constitutes perjury in the second d gre hi is punishable as a class 1 misdemeanor pursuant to C.R.S. 2 04 (13)(a). I have read the statements herein, know the contents m Optiona GPS well location information in UTM format. GIPS unit ings are as follows y knowled e. Si reof and state that the are true to n here (Must be original signature)Date For must be UTM Zone 12 or Zone 13 Ea ',9'`Z - motUnitsmustbeMeters Datum must beNAD83 Northing: Pn t name & Unit must be set to true north Was GPS unit checked for above? ES Remember to set Da to NAD83 O If Us y 11 5. Parcel On WhIC ell Will Be Located US GS map name _DWR map rid. Surface elev. YOU MUST ATTA A CURRENT DEED fFO T SUBJECT PARCEL) A. You must ch and complete one of the inp 9 eipt area only Subdiv' ' n: Name Old Orchard Subdi Lo 2,3,4 Bloc k Filing /Unit County ,exemption (attach cop f county approval & survey): Name /#Lot # Xecorded than 35 es, not in a subdivision, attach a deed with met s des ' tion recorded prior to June 1, 1972, and a curr attach a copy of the deed or su vey): Name /#A UAMAPloElacre parcel as described in IXboudescription W El5 Or more acres (attach a metes or survey)W 7 - El h metes & bounds description or survey uments) B. # of acres in parcel C. you the ow of this parcel? C CB 20. 22 YES NO (if ner no - see instructions)TOPO D Will this be the only well on this parcel? YES ® NO (if no list other wells)M LAR Bowles Well, Bowles_Well Nos 1, 3 - and 4 _ SB5 DIV WD BA MD E. State Parcel ID# ( 2123 - 352 -00 -185 7 s6 Whitehead, Dwight From:Michael Erion [MErion @resource- eng.com] Sent:Monday, December 21, 2009 3:58 PM,@ _,To:Whitehead, Dwight Cc:It so ris.net1@P Subject:Gabossi Recpt No 9503336 600 ft spacing DEC 8 2005 21 09 Attachments:Gabossi Rcpt 9503336 600 ft spacing Itr,pdf ATEK RESOURCL,WATER RESGURC;E" STATE: ENGINEEPTATENEER GLENWOOD Dwight: Attached is letter on 600 foot spacing for the Gabossi well. I confirmed there is no well within 600 feet, except the Gabossi house well, Permit No.52966. Regards, Michael Michael Erion, P.E. Water Resources Engineer 970) 945 -6777 Voice 970) 945 -1137 Facsimile MOMOM E tr0 C3 1 MV E E R I h4 E3 N C www.resource-eng.com The information contained in this e-mail is PRIVILEGED AND CONFIDENTIAL information intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, or the employee or agent responsible to deliver it to the intended recipient, you are hereby notified that dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify us by telephone and delete the original message from your system. Thank You. I 1 F" 6" 99s~ RESQU FREEES Mc 2 1 'os MENEM 1K,4TEK RESOURCE MENEM E N G I N E E R I N G I N C STATE ENGIN>R GLENWOOD Dwight Whitehead December 21, 2009 Water Commissioner, Wells ECEWFI Colorado Division of Water Resources Division 5 DEC 2 8 2009POBox396 Glenwood Springs CO 81602 WAT I ESOUck GTATE K"IR @ER RE: Receipt No. 9503336 — Rocky Gabossi — 600 Foot Spacing Dear Dwight: Resource Engineering, Inc. (RESOURCE) has reviewed potential wells within 600 feet of the well permit application of Rocky Gabossi, Receipt No. 9503336. There is no well within 600 feet of the well applied for In Receipt No. 9503336, except Permit No. 52966, which is owned by the applicant. This analysis and finding is based on review of well permits and decreed wells listed on CDSS and AquaMap, and observations by RESOURCE, John Taufer (planning consultant), and the applicant. This letter also confirms that only one awlication intended for submittal. It was not clear which form to use so Form GWS-44 and Form GWS-45 were both submitted for the same w Please eliminate the form that is not needed Please call if you have any questions or need any additional information. Sincerely, RESOURCE EN IN RING, INC. Michael J. Edo Water Resour s Engineer MJEImmm 872 -2.0 K.ICllwtsW72 GABOSSP2.0 Gabossi Subdivision 200 411t Whatehead 600 kaspackV4oc CC: Rocky Gabossi John Taufer Consulting Engineers and Hydrologists 909 Colorado Avenue 8 Glenwood Springs, CO 616m1 in (970) 945 -6777 Fax (970)945 -1 137 Account RECEhfte 1 of 1 Account R040428 DEC 2 8 2009 WATER RESOURCELocationQwnerInformationAssessmentHistoryT47E -N 1N Owner Name GABOSSI, ROC ANTHONY &Owner Name GABOSSI, ROC ANTHONY &Actual (2009)274,850 MARY ANN 2123 - 352 -00 -185 MARY ANN Primary Taxable 25,640 Parcel Numbe Owner Address 44523 HIGHWAY 6 & 24 Tax Area: 004 Mill Levy: 57.8240 Tax Area 004 - 1 -GLENWOOD SPRINGS, CO 81601 Type Actual Assessed Acres Units Situs Address Improvement $263,660 $22,390 1.000 Sibling Account No Land 11,190 $3,250 20.220 Legal Summary Section: 35 Township: 5 Range: 90 A TR IN THE NW4 CONT 20.22 AC. AKA LOT 1 GABOSSI SUBDIVISION EXEMPTION Transfers Sale Price Sale Date Doc Type Book Page 07/07/2009 Deeds 06/09/2009 EAS 10/03/2005 RES B: 1732 P: 859 04/18/2001 QCD B: 1246 P: 776 Tax History Images Tax Year Taxes GIS 2009 1,482.60 2008 1,343.68 Estimated https://act.garfield- county.com /assessor /taxweb / account .]sp ?accountNum= R040428 &doc=12/21 /2009 W P D U DEC 2 8 WATER F2ISTATEO C" N 2 D(SF)c IG -DF I ON 2- D(S -F)o 0 D Q A 0 Q N a OCQD v N 00 W w 1 O N0 v N J rn N v a C) W DF IG —F IG— t> m w A Z m ni D 0G) n` I N c> TI c r NCA 3< rn N 52 Z A N N W ao N R•90 W• CAD R.89 1/2 W 0.W N Form No. OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 303) 866-3581 APPLICANT LIC WELL PERMIT, NUMBER 56102 -F _ DIV. 5 WD 39 DES. BASIN MD Lot: 3 Block: Filing: Subdiv: GABOSSINVAGNER EXEMPTION CONRAD WAGNER 111 PARK DRIVE GLENWOOD SPRINGS, CO 81601- 970) 945-6076 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 NW 114 Section 35 Township 5 S Range 90 W Sixth P.M. DISTANCES FROM SECTION LINES 1500 Ft. from North Section Line 2200 Ft. from West Section Line UTM COORDINATES Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. , 3) Approved pursuant to CRS 37-90-137(2) on the condition that this well is operated in accordance with the Bowles, Dorothy L Estate Augmentation Plan approved by the Division 5 Water Court in case no. 97CW162. If this well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. 4) Approved as a well on a residential site of 20.85 acre(s) described as lot 3, Gabossi/Wagner Exemption, Garfield County. This well is identified as the Bowles Well no. 3. 5) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling. The ground water shall not be used for irrigation or other purposes. 6) The maximum pumping rate of this well shall not exceed 15 GPM. 7) The annual amount of ground water to be appropriated by this well (Bowles Well no. 3) shall not exceed 0.39 acre-feet. Additionally the combined annual amount of ground water to be appropriated by the Bowles Well nos. 1 through 6 shall not exceed 11.72 acre-feet. 8) The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. 9) This well shall be constructed not more than 200 feet from the location specified on this permit. 10) Totalizing flow meters must be installed on this well (Bowles Well no. 3) and the Bowles Well nos. 1, 2, 4, 5 & 6 and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. NOTE: Parcel Identification Number (PIN): 23-2123-352-00-126 NOTE: Assessor Tax Schedule Number: 040337 (totaling 59.810 acres) APPROVED DMW No.9500724 State Engineer DATEISSUEDOCT 0 By EXPIRATION DATfJrT 6 4 ?nn? Ago DIGOLmORADO WELL PERMR NUMBER 56103F VINon of Waht Aewu¢ea RECEIPT NUMBER 9500II5 ORIGNALPERMITAPPUCANIIgI APPROVED WELL LDCATIDN CONRADWAGNER Water O'rvisl0n: 5 Water DIstrat: 00 Designated Bash: NIA Management 31gr t NIA County: GARFIELD Parcel Name: GABCGSI F(EMPrICN Lot 2 Black: Ntllg: PhysIWI PAtlress: 24 COUNI ROAD 139 NEW CASTLE, CO 81647 NE 1I4 NW 1I4 Person 35 Tawnstap 5.0 S Range 90.0 W Both P.M. UTM CDORDIHITES lMeten_ IDne`13_ IL D831 Gitiig: Aglo 9 Nothing: 4383742.6 ISSUANCE OF thl PEWIT DOES NOT CONFER AWATER RIGHT CONDLIONS OF APPROVAL 1) Thc Per fiall M used n such a way as m come no mater0l IS ury to existing water ngtn. The rtnuanre of N6 cerme days not thisrund the apadant mat no unhurt will oavrm another women water rot or preclude aromer owner of a timed water right from seeking relief In a over court Acton. 2) The cmmtructon of me Per mall be In constmre want me Water WeLL Cmmtructon Rule 2 PON 40Z4, normal approval of wardance has men grandHby me State Board of balmners of Water WILL Construction am Putty Irst arum Contactors In aecoreanre with Rule 18. 3) Approved pursuant UP CRS P 90-1 K of an the Saudi that this well is operated In attnrdanre with the Styled, Dorothy Estate Augmentation PLn aFpmvtl by the Drvkon 5 Water Court In fame no. LO W162. If this well is not operated In accordance with the temc of said clams, It will be subject to administration Including orders to reaps dwerLing water. q Approvl as a Per an a rysuhntNrmay of l].38 acrers)demcrimi as lot a, GaMssuwagner Exenpnm, named County. This well n idemifil as me Bowles wort no. a. 5) The use of Brand water from Wm well C limited to a manrt nushold w formes inside me mingle family clack . Te grouts der short not be used for irrataNm or other onrSww. 6) The max lmu m onm ping rate o f in6 we l l sha ll not exceed 15 GPM. IS The annual amount of ground water to be doors pro Led by this well(bwln WeLL no. A) short not xcreed!0.391 food. Adlldmnally the co not red annual amount of oruM water as M aFprommdH by the bwln Wert nth. t Up tough 6 skirt not excel 11.]2 acre-Ne I. 8) The LOW on f law fman the use of this well must be through an indMNar waste water dlswar s5sdem of me mnkwarmanre ty)u Mere me water a returned to me sauce stream system in which me weLL G Lorimar. 9) This wai mall M crostructi not mare than 200 feet from me lmcatim specified an Ink penm8. 10) Tomming fray moders must M man lied an this wel I rbwlys WeLL no. 4) add the bola WeLL nth. 1, 2, 3, 5 R 6 and mainaned in good waking mredr. amendment smrds of all it perhaps; must M as inalni by me vrel ovate- recorded at least annually) and sudMNl come gesm mgnm under request. 11) The owner SU l l mark the well In a co mpkuo us place calm wai pemn I mothers), name of me a4Rer, am co u rt caps nvnMr of as ahead pro is . The caner shall take memory means and precautions as preserve these makings. NOTE: Parcel ldetti0castnn Number FIN): 23.2123.352.go 126 NOTE: Asseiwr Tax Schiure NumMr: N0337 Roaung 59.810acam) Bee QqN PAN Date Is i ee:10I412001 Named By Expiration Dare: 10/ 4/2002 Printed 02.I4.20ll For motors ebd gas m^^11 not 303.861 an q to M",11dw.cmmmuaw Pe41 W3 WELL PERMIT NUMBER 56103-F RECEIPT NUMBER 9500725 PERMIT HISTOIfY M-11-422 CHANGE IN OWNER NAMEIMAILING ADDRESS. CHANGED TG CHARLES HOGE M-11-422 CHANGE IN OWNER NAMEIMAILING ADDRESS. CHANGED TG IAURA HE$CH M-11-422 CHANGE IN OWNER NAMEIMAILING ADDRESS. CHANGED TG MICHAEL HE$CH Plnhtl @-14N]3 Fv pn'M em tlOa pm ,d1101.1b3%1 v q 10 A"://Jv.atl Am Pog3W3 PAGEBREAKFY2021 , .it 1!61.. A376 i 2;.1 . 20 4. l, 4 i '9 14. ./ '. E.,L F COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT Permit fee Date of transmittal 0.00 06/20/2003 Region/Section/Patrol 03/02/10 CDOT Permit No. 303120 State Highway No/Mp/Side 006D/110.160/L Local Jurisdiction Garfield County The Permittee(s); Randy Withee, Engineer Garfield County 144 E. 3rd Street Rifle, CO 81650 970-625-0973 X4001 Applicant;Ref No. 03-105 Randy Withee, Engineer Garfield County 144 E. 3rd Street Rifle, CO 81650 970-625-0973 X4001 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: Located on the left side of US Highway 6&24, a distance of 829 feet east of RP 110, also known as County Road 138. Access to Provide Service to: County Road 40 DHV 100.00 % Other terms and conditions: * See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions. 1&2526272@4, 1 eeG N1.%\ 1 JUK %% 1 j1 ka 1 District lit 01 Traffic Co/ (N, Ok' MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Date Title By (X) Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to 41,an ,i.0,4 .V,119 UWul. The permittee shall notify Brian Gieck with the Colorado Department of Transportation in Rifle at 970-625-2286 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. t. Permittee X7 ,Date / 00 739 GO -72 «< 15-(03 This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION By <-7 _ CP VA-Date (*ique)Title(44» " 22 2 OCR 3 Access Manager Cop*distribution:Required:t>' Make copies as necessary for: 1.Region Local Authority Inspector 2.Applicant MTCE Patrol Traffic Engineer 3.Staff Access Section Previous editions are obsolete and may not be used CDOT Form #101 8/98 .... State Highway Access Permit Form 101, Page 2 The following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant. on the access category which is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Coloradol. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400, The request shall include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable to the permittee or applicant. 2, Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority 3. In submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department's internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review is requested, processing of the appeal for fornial administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal, The two administrative processes, the internal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal of notice of denial or transmittal of the permit. PERMIT EXPIRATION 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the permittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy of page 1 (face of permit) of the access permit. Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied extensions within ten days. Any person wishing to reestablish an access perinit that has expired may begin again with the application procedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1. Construction may not begin until a Notice to Proceed is approved. (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3. The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4. The issuing authority and the Department may inspect the access durirg construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions of the permit during construction and to halt any activities within state right-of-way that do not comply with the provisions of the permit, that conflict with concurrent highway constructior or maintenance work, that endanger highway properly, natural or cultural resources protected by law, or the health and safety of workers or the public. 5. Prior to using the access, the perniittee is required to complete the construction according to the terms and conditions of the permit. Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access. If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and Included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 6. The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.T.C.D. as required by section 42-4-104, C.R.S., as amended. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 9. The permittee shall ensure that a copy of the permit is available for review at the construction site at all times. The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction to allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10.Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan.. 11.By accepting the permit, permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, its officers, and employees from suits, actions, claims of any type or character brought because of injuries or damage sustained by any person resulting from the permittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. It is the responsibility of the property owner and permittee to ensure that the use of the access to the property is not in violation of the Code, permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors-in-interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or property owner shall contact the local issuing authority or the Department to determine if a new access permit and modifications to the access are required. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C.R.S., of the Act applies, The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. MAINTENANCE 1. The permittee, his or her heirs, successors-in-interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Depadment snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access-related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing. or changes in design or specifications, requires authorization from the Department. State Highway Access Permit Form 101, Page 2 The following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1 Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the anplicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Coloradol. To appeal a decision. submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400 The request shall include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable to the permittee or applicant. 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority 3, In submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department's internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review is requested. processing of the appeal for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the internal administrative review committee, and the administrative hearing, may not run concurrently. 4 Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal of notice of denial or transmittal of the permit. PERMIT EXPIRATION 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the permittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy of page 1 (face of permit) of the access permit Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1, Construction may not begin until a Notice to Proceed is approved, (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3 The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4 The issuing authority and the Department may inspect the access durirg construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions of the permit during construction and to halt any activities within state right-of-way thal do not comply with the provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger highway properly, natural or cultural resources protected by law, or the health and safety of workers or the public. 5 Prior to using the access, the permittee is required to complete the construction according to the terms and conditions of the permit. Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit. If the permittee wishes to use the access prior to completion. arrangements must te approved by the issuing authority and Department and included in the permit The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 6 The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.T.C.D. as required by section 42-4-104. C.R.S., as amended. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation. removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. In the event It becomes necessary to remove any right-of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 9 The permittee shall ensure that a copy of the permit is available for review at the construction site at all times The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction 10 allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10.Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan, 11 By accepting the permit. permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, its officers, and employees from suits, actions. claims of any type or character brought because of injuries or damage sustained by any person resulting from the permittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1 It is the responsibility of the property owner and permittee to ensure that the use of the access to the property is not in violation of the Code. permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors-in-interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or properly owner shall contact the local issuing authority or the Department to determine if a new access permit and modifications to the access are required. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c) C.R.S., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety, Summary suspension shall comply with article 4 of title 24, C.R S. MAINTENANCE 1. The permittee, his or her heirs, successors-in-interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is resi onsible for the repair and replacement of any access-related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance, The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department STATE HIGHWAY ACCESS PERMIT #303120 Issued to Garfield County June 16,2003 TERMS AND CONDITIONS Permittee and Applicant are responsible for fully reading and understanding the attached terms and conditions of this permit. Failure to comply with anv of these terms and conditions may result in the suspension of this permit. When an access is constructed or used in violation of the , J Code, section 43-2-147(5)(c), C.R.S., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate , threat to public health, welfare or safety. Summarysuspension shall comply with article 4 of title 24, C.R.S. If there are any questions or concerns regarding these terms and conditions, IMMEADIATLY contact the Access 0 Manager. 1. This permit replaces any and all additional access permits that may be in existence. All other access to the property shall be removed. 2. This permitted access is only for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the Access Code (2 CCR 601-1), and is based in part upon the information submitted by the Permittee. Any changes in traffic volumes or type, drainage, or other operational aspects may render this permit void, requiring a new permit to be applied for based upon existing and anticipated future conditions Any subsequent relocation, reconstruction, or modifications to the access or changes in the traffic volume or traffic nature using the access shall be requested for by means of a new application. 3. The traffic limitations listed on the face of this permit shall be adhered to. The traffic volumes are listed in Design Hourly Volume (DHV) trips or Average Daily Trips (ADT) where entering the site and returning counts as two trips. Vehicle counts using the access shall be adjusted for vehicles longer than 20 feet in accordance with Section 2.3(4)(e). 4. A Notice to Proceed is required prior to beginning construction. The following items are required before a Notice to Proceed will be issued: (1) Certificate of Insurance Liability as per Section 2.3(11)(i) of the State Highway Access Code. (2) Traffic Control Plan in accordance with Section 2.4(6) of the Access Code. (3) Three copies of Construction Plans Stamped (11"x 17" with a minimum scale of 1" = 509 by a Colorado Registered Professional Engineer in full compliance with the State Highway Access Code. 5. The access shall be constructed 25-feet wide with radii to accommodate the minimum turning radius of the largest vehicle or 25-foot, whichever is greater. OR curb, gutter, and radii to the requirements of the local jurisdiction. 6. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet from the edge of roadway or the right-of-way line. whichever is greater, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade for a minimum o f 20 feet. If curb and gutter are present, the slope shall be calculated from pan line to pan line. Any revisions to -1- STATE HIGHWAY ACCESS PERMIT #303120 Issued to Garfield County June 16, 2003 TERMS AND CONDITIONS (cont.) this requirement shall be subject to Department review and approval prior to commencement of any work within the highway right-of-way. Slopes shall be at a 6:1 ratio on the roadway and a 6:1 ratio on the approach. The access shall be surfaced in accordance with Section 4.7 of the Access Code immediately upon completion of earthwork construction and prior to use. This access shall be hard surfaced in accordance with Section 4.7 of the Access Code a minimum distance of 350 feet from the traveled way. Where the hard surface is to abut existing pavement, the existing pavement shall be saw cut and removed a minimum of one foot back from the existing edge for bituminous, or until an acceptable existing cross slope is achieved. Surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than existing highway conditions. 9. The Permittee shall install a culvert a minimum of 24-inch in diameter and have protective end treatments or as otherwise authorized by the Access Manager. 10. Water, sanitary, sewer, gas, electrical, communication, landscaping, and telephone installations will require individual additional permits. 11. The Permittee is responsible for obtaining any necessary additional federal, state and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. 12. It shall be the responsibility of the Permittee to verify the location of the existing utilities and notify all utility owners or operators of any work that might involve utilities within the State Highway right-of- way. Any work necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee. Any damage or disruption to any utilities during the construction shall be the Permittee's responsibility and shall be repaired or replaced at no cost to the Department. 13. A fully executed complete copy of this permit must be on the job site with the contractor at all times during the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the department inspector or the issuing authority. 14. Traffic control shall be provided on site during the duration of construction of access and highway improvements in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and a Traffic Control Plan prepared by a American Traffic Safety Services Association (ATSSA) or Colorado Contractors Association certified Traffic Control Supervisor in accordance with the MUTCD and Colorado Supplements. 15. All work that requires traffic control shall be supervised by a registered professional traffic engineer or by a traffic control supervisor certified by the American Traffic Safety Services Association (ATSSA) or the Colorado Contractors Association (CCA). When flagging personnel are required, the contractor in accordance with the Department standards shall certify them. 16. Any incomplete construction activity on the State Highway that must be left overnight shall be barricaded and signed in accordance with the Manual on Uniform Traffic Control Devices and other applicable standards. 17. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays. 18. No more than 6 feet of trench areas shall be opened at any one time. Open trenches and other excavations within the State Highway right-of-way shall be backfilled and/or paved before 3:30 P.M. of each working day or be protected in accordance with the M.U.T.C.D. -2- STATE HIGHWAY ACCESS PERMIT #303120 Issued to Garfield County June 16,2003 TERMS AND CONDITIONS (cont.) this requirement shall be subject to Department review and approval prior to commencement of any work within the highway right-of-way. 7. Slopes shall be at a 6:1 ratio on the roadway and a 6:1 ratio on the approach. 8. The access shall be surfaced in accordance with Section 4.7 of the Access Code immediately upon completion of earthwork construction and prior to use. This access shall be hard surfaced in accordance with Section 4.7 ofthe Access Code a minimum distance of 350 feet from the traveled way. Where the hard surface is to abut existing pavement, the existing pavement shall be saw cut and removed a minimum of one foot back from the existing edge for bituminous, or until an acceptable existing cross slope is achieved. Surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than existing highway conditions. 9. The Permittee shall install a culvert a minimum of 24-inch in diameter and have protective end treatments or as otherwise authorized by the Access Manager. 10. Water, sanitary, sewer, gas, electrical, communication, landscaping, and telephone installations will require individual additional permits. 11. The Permittee is responsible for obtaining any necessary additional federal, state and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. 12. It shall be the responsibility of the Permittee to verify the location of the existing utilities and notify all utility owners or operators of any work that might involve utilities within the State Highway right-of- way. Any work necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee. Any damage or disruption to any utilities during the construction shall be the Permittee's responsibility and shall be repaired or replaced at no cost to the Department. 13. A fully executed complete copy of this permit must be on the job site with the contractor at all times during the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the department inspector or the issuing authority. 14. Traffic control shall be provided on site during the duration of construction of access and highway improvements in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and a Traffic Control Plan prepared by a American Traffic Safety Services Association (ATSSA) or Colorado Contractors Association certified Traffic Control Supervisor in accordance with the MUTCD and Colorado Supplements. 15. All work that requires traffic control shall be supervised by a registered professional traffic engineer or by a traffic control supervisor certified by the American Traffic Safety Services Association (ATSSA) or the Colorado Contractors Association (CCA). When flagging personnel are required, the contractor in accordance with the Department standards shall certify them. 16. Any incomplete construction activity on the State Highway that must be left overnight shall be barricaded and signed in accordance with the Manual on Uniform Traffic Control Devices and other applicable standards. 17. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays. 18. No more than 6 feet of trench areas shall be opened at any one time. Open trenches and other excavations within the State Highway right-of-way shall be backfilled and/or paved before 3:30 P.M. of each working day or be protected in accordance with the M.U.T.C.D. -2- STATE HIGHWAY ACCESS PERMIT #303120 Issued to Garfield County June 16,2003 TERMS AND CONDITIONS (cont.) 19. Any work within State Highway right-of-way shall begin after 8:30 A.M. and all work and equipment shall be offthe highway BEFORE 3:30 P.M. each day. 20. Two-way traffic shall be maintained at all times on the highway in accordance with the MUTCD and Colorado Supplements or as otherwise approved. 21. No work will be allowed at night, Saturdays, Sundays and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 22. Construction traffic control devices, when not in use, shall be removed or turned away from traffic. 23. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M-607-1 standard, before the fence is cut, to prevent slacking of the remaining fence. All materials removed shall be reiumed to the Department. 24. Landscaping shall not obstruct sight distance at any State Highway access point. In the event the landscaping becomes unsightly or considered to be a traffic hazard, The Department may require that it be removed promptly by the Permittee and at no cost to the Department. 25. On-premise and off-premise signing shall comply with the current Colorado Outdoor Advertising Act, sections 43-1-401 to 421, C.R.S., and all rules and regulations pertaining to outdoor advertising. Please contact (advertising inspector name and number) for any questions regarding advertising devices. 26. Upon completion of the access, the applicant shall notify the Access Manager by certified mail within 10 days at: Colorado Department of Transportation Region 3 - Access Manager 222 South 6th Street, Room 100 Grand Junction, Colorado 81501 -2- COLORADO DEPARTMENT OF HIGHWAY Issuing authority APPLICATION FOR STATE HIGHWAY ACCESS PERMIl date application acceptance Instructions: - contact the Department of Highways or your local government to determine your issuing authority. - contacttheissuingauthoritytodetermine whatplansandotherdocumentsare requiredtobesubmitted withyour 4 application. A - completethis form(somequestionsmaynotapplytoyou) &attach allnecessarydocumentsandsubmitittothe 0/ issuing authority. Submit an application for each access requested. - if you have any questions contact the issuing authority.Please print or type 1) roperty owner (Permittee)2) Applicant AESKILE\.b CDot)Tl --AVel UIT WEE/, El,4,AE,t- GMZFIEL-b COONT'I -Rh,tt:Y \11331#EE fi,L; 41 2- street address, city street address, city, / 19 4 E. 1-8 STWEEr }tH E. 3·e-0 Sr 2-*- state & zip Phone # %1,\00 l state & zip Phone #REPLE 81 l50 190- LQ 5-0913 2.:ug LE 1 SIU 6 910-£95-0993A 4001 3) Adr of property to be served by permit (if known) 4).. Legal description of property: county subdivision block . lot township rangeGAE.ea-13 1 N/A 1 0/A 11>NE.EL. C 1 section/2 c 1 5 jaunt i cio W op Lmt. RM 5) What state highway are you requesting access from?6) What side of the highway? . / DYN OS O EOWEATE ALL#,JM[ 64-94 7) How many feet is the proposed access from the nearest mile post or cross street? 9/1 +circk 0 1 J - feet (NS €)W) from 8) Check here if you are requesting a Il new access O temporary access improvement to existing access O change in access use 9) What is the approximate date you intend to begin construction?AJAf> 10) Do you have knowledge of any State Highway access permits serving this property, of foradjacent properties in which you have a property interest. 0 yes o If "yes" - what are the permit number(s)?and/or, permit date 11) Does the property t3.ner own or have any interests in any adjacent property? 0 yes dp'Zo If "yes" - please describe: 12) Are there existing or dedicated public streets, roads, highways or access easements bordering or within the property? hi /A 0 yes 0 no If "yes" - list them on your plans and indicate the proposed and existing access points. 13) I f you are requesting commercial orindustrial access please indicate the types and numberof businesses and provide the floorarea square footage of each?0,24- V I business square footage businei square footage NIA ff I f; 4" 1 i 04 ,{* 4441 1 01 9 1r.Uistri*' ,f014) If you are requesting agricultural field a - how many acres will the access serve? 44 A 1 15) If you are requesting residential development access, - what is the type (single family, apartment, townhouse) and number 01 units? \422£8 02:toj,9,50/ type numberof units type -numberof units N M 1 1 1 1 16) Provide the following vehicle count estimates for vehicles that will use the access. Leaving property then returning istwocounts. Indicate if your counts are peak hour volumes O or average daily volumes 0. # of passengers cars and light trucks # of multi unit trucks kl- #ofothervehicles N/A- # of single unit vehicles in excess of 30 ft #of farm vehicles (field equipmA Total Count of All Vehicles 0/A. 17) Check with the issuing authority tocletermine which of the following documents are required to complete the review of your application. OlA (plans should be no larger than 24" x 36") a) Highway and driveway plan and profile. b) Drainage plan showing impact to the highway right-of-way. c) Map and letters detailing utility locations before and after development in and along the right-of-way. d) Subdivision, zoning, or development plan. e) Property map indicating other access, bordering roads and streets. f) Proposed access design. g) Parcel and ownership maps including easements. h) Signing and striping plans. i) Traffic control plan j) Proof of liability insurance I If an access permit is issued to you it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with theterms and conditions listed on the permit may be considered a violation of the permit. LIC E--ECLARES UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER \BLE FATEOR FEDERAL LAWS, THAT ALL INFORMATION PROVIDED ON THIS FORM AND ouw,kliTED FACIJF|VIEITARE TO THE BEST OF THEIR KNOWLEDGE TRUE AND COMPLETE. Applicant sigr;hturr i'n..... Jl J¥ 8 1, r·,1 1 1 -r C»9« 1 1-alle 4 -2- 63 I f theapplic,Misno Ajwnerofthproperty,werequirethisapplicationalsotobesigned6ytheproperty owneror their legall author 1Nrepresentative (or other acceptable written evidence). This signature shall constitute agreement/with this *lication bfall owners-of-interest unless stated in writing. If a permit is authorized, the property okner will lisNd as t® permittee. tth, ize ;a b Property owner sidaeture Date Previous editions may be used until supplies are exhausted CDOH Form #137 \IHE Al AN T 0 0 U H 8 LO 11 BEDDING OF CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR. EXISTING GRADE - MATCH EXISTING ELEVATION STA: 2+71.49 ELEV: 5004.53 12 --1.............VITYQ)2<3<23:2*- END OF IMPROVEMENTS STA 3+65.41 , -0.49% - 2.00 4" MIN. - 12" MIN.5000 PROPOSED GRADE TYP. ON SIDES 1 -EXISTING EDGE OF HWY 6&24 STA: 1 + 5 ELEV: 5004.20 r-- PROPOSED GRADE DATUM ELEV EXISTING GRADE - / 4990.00 SCALE: VERTICAL 1"=10 HORIZONTAL 1"=50' CULVERT CROSSING DETAIL /2 - END OF IMPROVEMENTS STA: 3+65.41 ELEV: 5( Uf ) 28 5% Le 52 9 * 10 Ul * 4 9-4 4 4 :8 De 00 00 /0 &;} 00 00 8 8 ) to B tO 1010 1.0 If) 4 1+00 - 2+00 3+00 COUNTY ROAD 138 PROFILE 48 L.F. 24" ADS N-12 INV=5001.14' INV=5000.59' LEGEND:CONTRACTOR TO REGRADE BORROW DITCH FOR DRAINAGE PURPOSES, MATCHING NEW - %*3 -NEW ASPHALT (8" GRAVEL UNDER 3" ASPHALT)CULVET ELEVATIONS. 142-25-/ 1 -- [7-771 N.T.S. )04.51 0 0 DE CATE T - 5 R L rpazz= *41-1403 =NEW ASPHALT ( 3" ASPHALT OVER EXISTING COUNTY ROAD) -4400 ' 10119115 #SS 23-33tFripiltz/253-7*-1- »u L SANCUT AND MATCH EXISTING . VARIES VARIES EDGE OF ASPHALT 0 0 0 0 0 STA: 1+15.07 OFFSET: O.00 R 9 \ CONTRACTOR TO REGRADE BORROW DITCH-- FOR DRAINAGE PURPOSES, MATCHING NEW CULVET ELEVATIONS 2%COUNTY ROAD 138 IMPROVEMNTS 6 6 GARFIELD COUNTY, COLORADO - PLAN, PROFILE AND DETAILS f COUNTY ROAD 138 SCALE: 1"=6' SOPRIS ENGINEERING, LLC. CIVIL CONSULTANTS SCALE: 1"=50'502 MAIN STREET. SUITE A3 DES. SJO CK. YTN FILE NO.SHEET 1 98010 5/20/03 98010SITE.DWG CARBONDALE, CO 81623 SJO DATE 10/24/03 98010 OF 1 (970) 704-0311 DR. .. It fI COUNTY ROAD 138 V \2 /4/ /0/1 , 0 1 >AL lllllllllll 1/Uumm771 STA: 7+39.43 . OFFSET: O.00 G . 4 I 1=.22-7 »--6+04 1 i : _. r---L- i -A - 44 Or)-Al/.,·'/</7* Ell D /\/ - - 6+00 /-00\ Jr, I.r#.'./ t.- 1'' ,1 1 3 r.z- - - V ,CD --ill ---- -1 7=mut.-- f- Ees=NG Cor,09£72 .\0AND GUARORAIL U , fb- - -9 & 1:-04 O 4 52 V 17,u EZE e, 15-4.n,T , -E-'Ent04139 VEHICLE ENTERING HWY 6&24 UNE OF SIGHT ELEVATION= 5004.29'+3.5'=5007.79'----0- Ull N / I 13+00 1Ati 4 981-- 1 1.0. L- 51@MT PISTANCE WEST=#39.43' . ELEVATION AT ROAD=5001.04' ELEVAnON OF ONCOMING EASTBOUND VEHICLE=5001.04'+4.25'=4991.77' 61*MT PISTANDE EAST=796.75' J ELEVATION AT ROAD=4987.52' ELEVATION OF ONCOMING WESTBOUND VEHICLE=4987.52'+4.25'=4991.77' PLAN VIEW OF SIGHT DISTANCE EXITING COUNTY ROAD 138 VEHICLE ENTERING STATE HWY 6&24 SIGHT DISTANCE SUMMARY -ACTUAL SIGHT DISTANCE WEST OF ENTRANCE= 639.43 FT THIS DISTANCE MEETS THE ADJUSTED REQUIRED SIGHT DISTANCE FOR PASSENGER CARS AND PICKUP TRUCKS (REFER TO TABLE BELOW). -ACTUAL SIGHT DISTANCE EAST OF ENTRANCE= 796.75 FT THIS DISTANCE MEETS THE ADJUSTED REQUIRED SIGHT DISTANCE FOR PASSENGER CARS AND PICKUP TRUCKS (REFER TO TABLE BELOW). HICLE SIGHT DISTANCE REQUIRED -2)(*TABLE 4-2) ADJUSTMENT FACTOR DOWNGRADE (*TABLE 4-4) ADJUSTED REQUIRED SIGHT DISTANCE EAST REQUIRED SIGHT DISTANCE WEST 550'1.20 660'550' 715'1.20 858'715' 935'1.20 1122'935' VEHICLE APPROACHING COUNTY RD 138 SIGHT DISTANCE SUMMARY -ACTUAL SIGHT DISTANCE OF VEHICLE TRAVELING WEST ON STATE HWY 6&24 (EAST OF ENTRANCE)=796.75 FT. THIS DISTANCE MEETS THE ADJUSTED REQUIRED SIGHT DISTANCE OF 495 FT. (REFER TO TABLE BELOW) -ACTUAL SIGHT DISTANCE OF VEHICLE TRAVELING EAST ON STATE HWY 6&24 (WEST OF ENTRANCE)= 639.43 FT. THIS DISTANCE MEETS THE ADJUSTED REQUIRED SIGHT DISTANCE OF 550 FT. (REFER TO TABLE BELOW) SCALE: 1"=100' COUNTY ROAD 138 GARFIELD COUNTY, COLORADO SIGHT DISTANCE REQUIRED (*TABLE 4-1) 550' ADJUSTED REQUIRED ADJUSTMENT FACTOR SIGHT DISTANCE UPGRADE (*TABLE 4-4)VEHICLE TRAVELING WEST 0.9 495' 98010 5/20/03 98010SITE.DWG ADJUSTMENT REQUIRED SIGHT DISTANCE VEHICLE TRAVELING EAST CJOPRIS ENGINEERING, LLC. 550'CIVIL CONSULTANTS 502 MAIN STREEL SUITE A3 CARBONDALE, CO 81623 (970) 704-0311 ENTRANCE SIGHT DISTANCE ENTERING HWY 6&24 FROM CR 138 DES. SJO CK. YTN FILE NO.SHEET 1 DR. SJO DATE 5/20/03 98010 OF 2 fl 1 07 CL OF LANE AT DRIVER'S LINE OF SIGHT . ELEVATON OF LINE OF SIGHT OF ENTERING VEHICLE STA: 7+39.43 ELEV: 5007.79 ELEVATION OF EASTBOUND VEHICLE STA: 1+00 ELEV: 5005.29 5010 5000 4990 4980 UNE Q[ SlgtIT_ WESI-639.fly_ _ - ELEVA DON OF WESTBOUND VEH/CLE CNE OF SIGHT r STA: 15-1--36.18 ELEV: 4591.77 EXISTING GROUND EXISTIN 3 ELEVATION STA: 7+39.43 ELEV: 5004.29 - - EXISTING POAD ELEVATION STA: 1+OC ELEV: 5001.04 1 *A // EXISTING ROAD ELEVATION STA: ' 5+36.18 ELEV: 4987.52 -- EXISTING GROUND SCALE I \ERTICAL. 1"=10' DATUM ELEV FORIZONTAL: 1 "=100' 4975.00 Al ro O t.0 0 M *NO(\100)-0 LO 0 (0 4 4 0 0 * A 4 03 16 88823vi 4 4 4-5 43 d US id co 45 tri 4 d ch 06 <CS Lri 14 4 Mi oF K K co K 0888888 80 0 0 8 0 032 323300*00 00 CO 0 0 0 0 0 03 03 0-j· LO 10 10 1.0 t.0 4-) (.0 LO LO LO Ul tO 1.0 1.0 * r ****W Wr * f 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 ENTRANCE SIGHT DISTANCE PROFILE STATE HWY 6 & 24 NOTES: ENTERING VEHICLE SIGHT DISTANCE NOTES: 1) ELEVATION AT ENTRANCE VEHICLE 1) MAXIMUM SLOPE OF STATE HWY 6&24 WEST OF THE ENTRANCE IS 27. LINE OF SIGHT= ROAD ELEVATION+3.5' 2)2) ELEVATION OF ONCOMING VEHICLE AT CL OF LANE WEST AND EAST= ROAD ELEVATION+4.25' MAXIMUM SLOPE OF STATE HWY 6&24 EAST OF THE ENTRANCE IS -3%. *ADJUST REQUIRED SIGHT DISTANCE DOWNGRADE BY A 3) SIGHT DISTANCE REQUIREMENTS FOR ENTERING VEHICLES:FACTOR OF 1.2. (STATE HIGHWAY ACCESS CODE, AUGUST 31, 1998 TABLE 4-4) ROADWAY POSTED AT 55 M.P.H WEST AND EAST OF ENTRANCE, THEREFORE REQUIRED SITE DISTANCE PER STATE - HIGHWAY ACCESS CODE , AUGUST 31, 1998, TABLE 4-2 IS: COUNTY ROAD 138 -550'* FOR PASSENGER CARS AND PICKUP TRUCKS GARFIELD COUNTY, COLORADO -715'* FOR SINGLE UNIT TRUCKS OVER 10,000 LB GVW ENTERING SIGHT DISTANCE -935'* FOR MULTI-UNIT TRUCKS SOPRIS ENGINEERING, LLC.PROFILE CIVIL CONSULTANTS 98010 5/20/03 98010SITE. DWG 502 MAIN STREET, SUITE A3 DES. SJO CK. YTN FILE NO.SHEET CARBONDALE, CO 81623 (970) 704-0311 DR. SJO DATE 5/20/03 98010 OF . te 20