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HomeMy WebLinkAbout1.00 General Application Materials The Land Studio, Inc. 365 River Bend Way • Glenwood Springs, CO 81601 • Tel 970 927 3690 • juliepratte@thelandstudio.com May 20, 2026 John Leybourne Garfield County Community Development 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Re: The Reserve at Aspen Glen Major Subdivision Preliminary Plan Application (SPPA-11-23-8989) Hello John: Peak3 Reserve, LLC, owners of The Reserve property, submitted a Preliminary Plan Application on March 18, 2025. The Application was deemed complete and was distributed to referral agencies for review. Following responses received from the referral agencies and staff reviewing the submission, including comments related to wildlife habitat, geologic hazards, roadway and infrastructure design, and overall development intensity, the Applicant made the decision to revise and resubmit the Preliminary Plan Application with a significant density reduction from 21 lots to 10 lots. The revised plan is intended to substantially reduce site disturbance, preserve larger wildlife movement corridors and undisturbed habitat areas, reduce long-term traffic and development impacts, and respond to agency concerns identified during the review process. This reduction in density resulted in revisions to all included Exhibits, as well as updates to the Application Narrative and responses to applicable standards. The revised Preliminary Plan Application is included herewith and reflects a new Submittal date of May 20, 2026. Please let us know if there is additional information needed to move this Application forward into the referral agency and staff review process. As always, please feel free to call or email with any questions or discussion as needed. Kind regards, THE LAND STUDIO, INC By: Julie J. Pratte .. •• ~c THE LAN DSTUD IO INC , landscape architecture land plann ing community planning The Reserve Garfield County, Colorado Parcel# 239319100365 Major Subdivision Preliminary Plan Application Submitted February 2, 2026, Updated May 20, 2026 for: Peak3 Reserve LLC 310 Market Street Basalt, CO 81621 Prepared by: The Land Studio, Inc. 365 River Bend Way Glenwood Springs, Colorado 81601 The Reserve at Aspen Glen Major Subdivision Preliminary Plan Application Table of Contents APPLICATION TEAM .............................................................................................................................................................. 4 4-203. GENERAL SUBMITTAL REQUIREMENTS ........................................................................................................... 5 APPLICATION FORM AND FEE ......................................................................................................................................... 10 FEE AGREEMENT AND AUTHORIZATION LETTERS .................................................................................................. 12 4-203.B.2. OWNERSHIP INFORMATION ....................................................................................................................... 15 4-203.B.3. ADJACENT PROPERTY OWNERS AND MINERAL OWNERS AND LESSEES ..................................... 15 4-203.B. PROJECT DESCRIPTION .................................................................................................................................... 18 4-203.C. VICINITY MAP ...................................................................................................................................................... 20 4-203.D SITE PLAN .............................................................................................................................................................. 21 4-203.E GRADING AND DRAINAGE PLAN ..................................................................................................................... 21 4-203.F. LANDSCAPE PLAN ............................................................................................................................................... 21 4-203.G. IMPACT ANALYSIS .............................................................................................................................................. 21 4-203.J DEVELOPMENT AGREEMENT ........................................................................................................................... 22 4-203.K IMPROVEMENTS AGREEMENT ....................................................................................................................... 22 4-203.L TRAFFIC STUDY .................................................................................................................................................... 22 4-203.M WATER SUPPLY AND DISTRIBUTION PLAN ............................................................................................... 22 4-203.N WASTEWATER MANAGEMENT AND SYSTEM PLAN ................................................................................. 23 5-402. D PRELIMINARY PLAN MAP ............................................................................................................................... 23 5-402.G OPEN SPACE PLAN MAP .................................................................................................................................... 23 5-402. H VISUAL ANALYSIS .............................................................................................................................................. 23 5-402.I COVENANTS ........................................................................................................................................................... 23 ARTICLE 7, DIVISION1, GENERAL APPROVAL STANDARDS ................................................................................... 23 7-101. ZONE DISTRICT USE REGULATIONS ................................................................................................................ 23 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL .............................................................................. 24 7-103. COMPATIBILITY ..................................................................................................................................................... 24 7-104. SOURCE OF WATER ............................................................................................................................................... 25 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS ........................................................ 25 7-106. PUBLIC UTILITIES ................................................................................................................................................. 25 7-107. ACCESS AND ROADWAYS .................................................................................................................................... 25 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS ......................................................................................... 25 7-109. FIRE PROTECTION ................................................................................................................................................ 26 ARTICLE 7, DIVISION 2, GENERAL RESOURCE PROTECTION STANDARDS ....................................................... 26 7-201. AGRICULTURAL LANDS ....................................................................................................................................... 26 7-202. WILDLIFE HABITAT AREAS ............................................................................................................................... 26 The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 3 7-204. DRAINAGE AND EROSION ................................................................................................................................... 26 7-205. ENVIRONMENTAL QUALITY ............................................................................................................................... 26 7-206. WILDFIRE HAZARDS ............................................................................................................................................ 26 7-207. NATURAL AND GEOLOGIC HAZARDS .............................................................................................................. 27 7-208. RECLAMATION ....................................................................................................................................................... 27 ARTICLE 7, DIVISION 3, SITE PLANNING AND DEVELOPMENT STANDARDS ................................................... 27 7-301. COMPATIBLE DESIGN ........................................................................................................................................... 27 7-303. LANDSCAPE STANDARDS .................................................................................................................................... 27 7-304. LIGHTING STANDARDS ........................................................................................................................................ 27 ARTICLE 7, DIVISION 4, SUBDIVISION STANDARDS AND DESIGN SPECIFICATIONS ..................................... 27 7-401. GENERAL SUBDIVISION STANDARDS ............................................................................................................. 27 7-402. SUBDIVISION LOTS ................................................................................................................................................ 27 7-404. SCHOOL LAND DEDICATION .............................................................................................................................. 27 7-405. ROAD IMPACT FEES .............................................................................................................................................. 28 ARTICLE 8, INCLUSIONARY ZONING FOR HOUSING .................................................................................................. 28 8-102. APPLICABILITY ....................................................................................................................................................... 28 EXHIBITS ................................................................................................................................................................................ 28 EXHIBIT A - TITLE COMMITMENT ............................................................................................................................................. 29 EXHIBIT B - DEVELOPMENT AND SUBDIVISION IMPROVEMENTS AGREEMENT ................................................ 29 EXHIBIT C - DESIGN GUIDELINES .............................................................................................................................................. 29 EXHIBIT D - MASTER DECLARATION FOR THE RESERVE ............................................................................................... 29 EXHIBIT E - GEOTECHNICAL ENGINEERING REPORT, RJ ENGINEERING ................................................................ 29 EXHIBIT F - DEBRIS FLOW HAZARD REVIEW & SGM EXHIBITS ................................................................................... 29 EXHIBIT G - ENVIRONMENTAL IMPACT REPORT ............................................................................................................... 29 EXHIBIT H - TRAFFIC ASSESSMENT .......................................................................................................................................... 29 EXHIBIT I - ENGINEERING REPORT & WILL SERVE LETTERS ..................................................................................... 29 EXHIBIT J - FIRE PROTECTION LETTER AND MITIGATION STANDARDS ............................................................... 29 EXHIBIT K - EXISTING CONDITIONS MAPS ............................................................................................................................ 29 EXHIBIT L - CIVIL ENGINEER PLANS ........................................................................................................................................ 29 EXHIBIT M - PRELIMINARY PLAN MAP ............................................................................................................................... 29 EXHIBIT N - OPEN SPACE PLAN ................................................................................................................................................... 29 EXHIBIT O - CONCEPTUAL LANDSCAPE PLAN & VEGETATION MANAGEMENT PLAN ................................ 29 EXHIBIT P - VISUAL ASSESSMENT ............................................................................................................................................. 29 EXHIBIT Q - STATEMENT OF LAND VALUE ...................................................................................................................... 29 EXHIBIT R - RESOLUTION 92-056 .............................................................................................................................................. 29 The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 4 APPLICATION TEAM Applicant Bryant Ragan Peak3 Reserve LLC 310 Market Street Basalt, CO 81621 970.948.6166 bryant@peak3aspen.com Legal Counsel JVAM Contact: Chad Lee 910 Grand Ave. Suite 201 Glenwood Springs, Colorado 81601 970.945.8659 Civil Engineering, Survey, and Traffic Engineering SGM Contact: Dave Kotz, PE, CFM 118 W Sixth St. Suite 200 Glenwood Springs, Colorado 81601 970.384.9008 Ecologist SGM Contact: Andy Antipas, Senior Ecologist 555 River Gate Lane Suite B4-82 Durango, Colorado 8101 970.384.9052 Geotechnical Engineer RJ Engineering & Consulting, Inc. Contact: Richard D. Johnson, P.E. Principal PO Box 1080 Silt, CO 81652 GEI Consultants Contact: Ryan Marsters, PE, PG 350 Indiana Street, Suite 750 Golden, CO 80401 303.625.9502 Land Planning The Land Studio, Inc. Contact: Douglas Pratte 365 River Bend Way Glenwood Springs, Colorado 81601 970.927.3690 The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 5 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 PARCEL NO: 2393-191-00-365 & 2395-241-00-035 DATE: May 15, 2023 PROJECT: Aspen Glen – Reserve Parcel - Preliminary Plan Application OWNER: Aspen Glen Golf Company POTENTIAL OWNERS Dash Stethem, Cypress Equity Investments & Scott Picard REPRESENTATIVES: Doug & Julie Pratte, Land Studio - Planner ENGINEER Dave Kotz, SGM PRACTICAL LOCATION: Approximately 170 acres located west of County Road 109, approximately 2 miles north of the Town of Carbondale ZONING: PUD (Aspen Glen PUD) - Two Acre Residential Zone District - Open Space Zone District - Natural Park and Wildlife Easement COMPREHENSIVE PLAN: Residential Medium High (2 – 6 acres per dwelling unit) I. GENERAL PROJECT DESCRIPTION The potential applicant is considering acquisition of the property and subdivision of 21 single family lots. The 21-lot density is consistent with the PUD Plan Map and underlying PUD Zone District. While options for Sketch Plan Review were discussed the Applicant indicated that they anticipate going directly to a Preliminary Plan application. Key topics covered in the meeting included: • Existing PUD Zoning, Open Space and Park/Wildlife Easement designation • Past plan layouts and overall density =6 Garfield County The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 6 2 • Original Aspen Glen PUD Resolution (No. 92-056) and relevant provisions including wildlife consideration, geotechnical considerations and specific conditions related to development west of County Road 109 • Updated studies including but not limited to traffic, wildlife impacts, and geologic hazards • Bike Path – sidewalk improvements on County Road 109 and condition of County Road 109 • Slopes on the site including 30% slope prohibition on development and areas with 20% - 30% slope requiring engineering/mitigation • Potential for debris flow and other natural hazards and avoidance or mitigation • Open Space Zoning and Landscaped buffer areas along County Road 109 • Lot area and open space designation (crediting toward minimum lot size) options. Easements or creation of a separate Open Space parcel were discussed • Affordable housing guidelines and developer options. Applicant discussed on-site mitigation, condominium units, fees in lieu options, rental and ownership options • Access and emergency vehicle considerations were discussed, including cul-de-sac length, creation of a second access point, looped circulation options, and restricted emergency vehicle access options • Public engagement and communication with existing Aspen Glen homeowners and HOA Other general topics included: • General Application Requirements • Public notice and processing details • Confirming Comprehensive Plan FLUM Designation • Submittal requirements including engineering for infrastructure and public improvements II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS • Garfield County Comprehensive Plan 2030 • Garfield County Land Use and Development Code, as amended • Section 5-302(C) Major Subdivision Review – Preliminary Plan Review including review criteria • Table 5-103 Common Review Procedures • Table 5-401 Submittal Requirements • Section 5-402(D) Preliminary Plan Map • Section 5-402(H) Visual Analysis • Article 7 Standards including Divisions 1, 2, & 3 and Division 4 Subdivision Standards and Design Specifications III. PROCESS The Preliminary Plan process is outlined in the table below and in the flow chart included at the end of the meeting summary. Public hearings before both the Planning Commission and Board of County Commissioners are required. Noticing includes publication, posting and mailings 30 days prior to the public hearings. The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 7 3 IV. SUBMITTAL REQUIREMENTS Table 5-401: Application Submittal Requirements Application Type Section 4-203 Section 5-402 Section 8-201 B C D E F G H J K L M N B C D E F G H I Written Narrative/Additional Submissions Ge n e r a l A p p l i c a t i o n M a t e r i a l s Vi c i n i t y M a p Si t e P l a n Gr a d i n g a n d D r a i n a g e P l a n La n d s c a p e P l a n Im p a c t A n a l y s i s Re z o n i n g J u s t i f i c a t i o n R e p or t De v e l o p m e n t A g r e e m e n t Im p r o v e m e n t s A g r e e m e n t Tr a f f i c S t u d y Wa t e r Su p p l y /D i s t r i b u t i o n Pl a n Wa s t e w a t e r M a n a g e m e n t Pl a n Yi e l d P l a n Si t e M a p Sk et c h P l a n Ma p Pr e l i m i n a r y P l a n Ma p Fi n a l P l a n Ma p Fi n a l P l a t Op e n S p a c e P l a n Ma p Vi s u a l A n a l y s i s Co d e s , C o v e n a n t s , Re s t r i c t i o n s Af f o r d a b l e H o u s i n g P l a n Major Subdivisions 5- 302.B Sketch Plan     5- 302.C Preliminary Plan              Preliminary engineering reports and plans: A, B, C. 5- 302.D Final Plan/Plat       Engineering reports/ plans: A, B, C, D, E, F, G. Engineering Reports and Plans A. Roads Trails, Walkways, and Bikeways. B. Mitigation of Geological Hazard. C. Sewage Collection and Water Supply and Distribution System. D. Soil Suitability Information. E. Groundwater Drainage. F. Engineering design and construction features for any bridge, culverts, or other drainage features to be constructed. G. Final cost estimates for public improvements. Sketch Plan (Optional ) ., PC Prelimi nary Plan ., PC Final Plan/ Plat ,:, ! ., 0 C. Required Notice Additional Requirements ., 15 day Mail ed Notice for both PC and BOCC ., ., ., All types of notice for bot h PC and BOCC . The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 8 4 Table 5-401: Application Submittal Requirements Application Type Section 4-203 Section 5-402 Section 8-201 B C D E F G H J K L M N B C D E F G H I Written Narrative/Additional Submissions Ge n e r a l A p p l i c a t i o n M a t e r i a l s Vi c i n i t y M a p Si t e P l a n Gr a d i n g a n d D r a i n a g e P l a n La n d s c a p e P l a n Im p a c t A n a l y s i s Re z o n i n g J u s t i f i c a t i o n R e p or t De v e l o p m e n t A g r e e m e n t Im p r o v e m e n t s A g r e e m e n t Tr a f f i c S t u d y Wa t e r Su p p l y /D i s t r i b u t i o n Pl a n Wa s t e w a t e r M a n a g e m e n t Pl a n Yi e l d P l a n Si t e M a p Sk et c h P l a n Ma p Pr e l i m i n a r y P l a n Ma p Fi n a l P l a n Ma p Fi n a l P l a t Op e n S p a c e P l a n Ma p Vi s u a l A n a l y s i s Co d e s , C o v e n a n t s , Re s t r i c t i o n s Af f o r d a b l e H o u s i n g P l a n H. Preliminary cost estimates for improvements. Please note that the General Application Materials include all letters of authorization, statements of authority, proof of ownership, property owners with 200 ft. and mineral rights owner lists and research documentation, Agreement to Pay form, and Signed Application Form. Key studies and/or plans noted in the above table include: • Grading and Drainage Plans • Landscape Plan • Impact Analysis • Traffic Study and potential for warrant study for Hwy. 82 intersection • A draft improvements agreement • Water Supply/Distribution Plan • Wastewater Management Plan • The Preliminary Plan Map • Visual Analysis • Covenants • Affordable Housing Plan • Engineering Plans for internal roads, county road access improvements, water, wastewater, plans. In addition, the following details are provided regarding submittal requirements: • Narrative discussion needs to document consistency with existing PUD Approvals and PUD Zoning Requirements • Address the Preliminary Plan Review Criteria in Section 5-302(C) • Address Standards in Article 7 Divisions 1, 2, 3 and 4, in particular the Subdivision Standards in Division 4. Application formatting that address each specific code section is recommended. The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 9 5 • Key sections include Access and Roadway Standards, Fire Protection and Wildfire Mitigation, Wildlife Studies and Mitigation recommendations, and Natural/Geotech Hazards • CPW Referral Comments • County Road and Bridge Access Permits/Plans • Will Serve letters for Water and Sewer 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. V. 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 Carbondale, City of Glenwood Springs, Garfield County Vegetation Management, Garfield County Consulting Engineer, Water and Sewer Providers, Colorado Geological Survey, Garfield County Environmental Health, other utility providers. VI. APPLICATION REVIEW FEES a. Planning Review Fees: $ 675.00 b. Referral Agency Fees: $ TBD – consulting engineer/civil engineer fees/CGS Fees c. Total Deposit: $ 675.00 (additional hours are billed at $40.50 /hour) VII. GENERAL APPLICATION PROCESSING 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. The summary is valid for a six-month period, after which an update should be requested. The Applicant is advised that the Application submittal once accepted by the County becomes public information and will be available (including electronically) for review by the public. Proprietary information can be redacted from documents prior to submittal. The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 10 APPLICATION FORM AND FEE 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-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ Peak3 Reserve LLC/ Bryant Ragan 970 948-6166 310 Market Street Basalt CO 80621 bryant@peak3aspen.com 365 River Bend Way 970 927-3690 Glenwood Springs CO 81601 dougpratte@thelandstudio.com See attached Title Commitment PUD (Aspen Glen PUD)158.48 acres ✔ ✔ The Land Studio, Doug Pratte The Reserve at Aspen Glen 2393-191-00-365 2395-241-00-035 County Road 109 I I I I D D D I I I I D I I D D D D D D D D The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 11 Project Description Existing Use: __________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Proposed Use (From Use Table 3-403): _____________________________________________________ Description of Project: __________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Proposed Development Area Land Use Type # of Lots # of Units Acreage Parking Single Family Duplex Multi-Family Commercial Industrial Open Space Other Total REQUEST FOR WAIVERS Submission Requirements  The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards  The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Vacant land Residential The applicant is requesting to subdivide the property into 10 single family lots. The 10 lot density is consistent with the PUD Plan Map and underlying PUD Zone District. 10 2+ Acre lots The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 12 FEE AGREEMENT AND AUTHORIZATION LETTERS PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") __________ _ .!...P~e,_.,a!!.k~3<....!...R~e"s'-'e"-'-rv-"--"'e'-"L=-L=-C:,,<.... ___________________ agree as follows: 1. The Applicant has submitted to the County an application for the following Project: __ _ The Reserve at Aspen Glen Preliminary Plan Appl ication 2. The Applicant understands and agrees that Garfield County Re solution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure . 3. The Applicant and the County agree that because of t he size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initia l Base Fee, the Applicant shall pay additional billings to the County to reimburse the County fo r the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person:_B_ry_a_n_t_R_a_g_a_n __________ Phone : 970-948-6166 Billing Contact Address : ---"'3..,_1 0"'-'-'M"'a"'r.,_,k.:<et!...S:::.!...t ____________________ _ City: ____ :.::B:..:a:.:s:.:a::.:lt'--____________ State:~ Zip Code: _8_1_6_2_1 ___ _ Billing Contact Email: _8_F.:...Y_11 _~1-'@:::...;__F_.,_ .. _; S_a....;i;_._1·_6_6 _11_1 _ _,Q..e_Wt.,_,_,_1 c=-e.---1.ae_~~1,_,<!c.;<:.:."--"K=-=3:....,_A'---s'-"p'-.e..'-""-•:.....::L:..:O:::...;..W_:_\ __ Printed Name of Person Authorized to Sign: Bryant Ragan for Peak3 Reserve LLC (Date) The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 13 Garfield County STATEMENT OF AUTHORITY Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of Peak3 Reserve LLC a Colorado limned liability company (corporation, limited liability company, general partnership, registered limited liability partnership, registered limited liability limited partnership, limited partnership association, government agency, trust or other), an entity other than an individual, capable of holding title to real property (the "Entity''), and states as follows : The name of the Entity is _P_e_ak_3_R_e_se_rv_e_L_Lc ______________________ ~ and is formed under the laws of ..:Co=lo=rad=o ______________________ _ The mailing address for the Entity is ..:3..:10::..:.::M=•r1<.::.•::..:t..:.S.::.t.:::..B•=sa..:.lc:.t,..:.c..:o_s:_1..:.s2=-1'---------------- The name and/or position of the person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the Entity is _B__,ry'-a_nt_R_a=.ga_n _________ _ The limitations upon the authority of the person named above or holding the position described above to bind the Entity are as follows (if no limitations, insert "None"): _N_o_ne ____________ _ Other matters concerning the manner in which the Entity deals with any interest in real property are (if no other matter, leave this section blank): _____________________ _ EXECUTED this~ day of_Apc..n_·1 ________ ~ 20_25 __ . 0 /if'\ -- Signature: ____ \\--'--::Y--=-----=c ~=-------- Name (printed): _B__,ry'-a_nt_R_a_,,_ga_n __________ _ Title (if any): _M_a_na__,g'-er _____________ _ STATE OF _Co_lo_r_ad_o ____ _,) The for by W,' Mc I -- LOUIS CERDIE LIBAY GU INTO NOTARY PUBLIC. STATE OF COLORADO NOTARY ID 20224006003 MY COMMISSION EXPIRES FEB 11, 2026 ·c:::~---.- COUNTY OF Ee.~ / )SS . ) nowledged before me this Bth day of .:.Ap=ril _____ ~ 20 2025 . on behalfof ]f;J<3 Re,,.er N..-LLC--, a Witness my hand and official seal. My commission expires : D 21 I I/ 2,C (Date) [SEAL) The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 14 COLORADO GEOLOGICAL SURVEY SUBMITTAL FORM FOR LAND-USE REVIEWS County ___________________________________________ Date ____________________________ Project Name ___________________________________________________________________________ APPLICANT (or Applicant’s Authorized Representative responsible for paying the CGS review fee) 1/4,1/2, or1/41/4 ___________ Section(s) ___________ Township___________ Range ______________ Dec Lat ____________ Phone ________________________ Email__________________________ Dec Long ___________ FEE SCHEDULE (effective June 1, 2009) Reviews for Counties Small Subdivision (< 100 acres) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $950 Large Subdivision ( ≥100 acres and < 500 acres) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . $1,550 Very Large Subdivision (500 acres or more) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . $2,500 Very small residential subdivisions (1-3 dwellings and < 100 acres) . . . . . . . . . . . . . . . . . . .$600 Reviews for Municipalities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .At hourly rate of reviewer Special Reviews . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .At hourly rate of reviewer School Site Reviews . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $855 CGS LAND USE REVIEWS Geological studies are required by Colorado counties for all subdivisions of unincorpo- rated land into parcels of less than 35 acres, under State statute C.R.S. 30-28-136 (1) (i) (Senate Bill 35, 1972). Some Colorado municipalities require geological studies for sub- division of incorporated land. In addition, local governments are empowered to regu- late development activities in hazardous or mineral-resource areas under C.R.S. 24-65.1- 101 et seq. (House Bill 1041, 1974) and C.R.S. 34-1-301 et seq. (House Bill 1529, 1973), respectively. Local-government agencies submit proposed subdivision applications and supporting technical reports to the Colorado Geological Survey ”...for evaluation of those geologic factors which would have significant impact on the proposed use of the land,“ in accor- dance with State statutes. The CGS reviews the submitted documents and serves as a technical advisor to local-government planning agencies during the planning process. Since 1984, the CGS has been required by law to recover the full direct cost of perform- ing such reviews. The adequate knowledge of a site’s geology is essential for any development project. It is needed at the start of the project in order to plan, design, and construct a safe devel- opment. Proper planning for geological conditions can help developers and future owners/users reduce unnecessary maintenance and/or repair costs. Colorado Geological Survey • 1801 Moly Road, Golden, CO 80401 • Ph: 303-384-2655 • Email: CGS_LUR@mines.edu • ColoradoGeologicalSurvey.org created 3/16/98 9 160 20 Basalt, CO 81621 February 26 , 2025 Peak3 Reserve LLC/Bryant Ragan Garfield The Reserve at Aspen Glen Preliminary Plan Application See Attached Title Commitment 310 Market St 970-948-6166‬bryant@peak3aspen.com The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 15 4-203.B.2. OWNERSHIP INFORMATION Ownership information is contained in the Title Commitment which has been included as an Exhibit to this Application. 4-203.B.3. ADJACENT PROPERTY OWNERS AND MINERAL OWNERS AND LESSEES AlternateID City OwnerAddress1 OwnerAddress2 OwnerAddress3 239524100035 GLENWOOD SPRINGS PEAK3 RESERVE LLC 310 MARKET STREET BASALT CO 81621 239513200968 CARBONDALE BUREAU OF LAND MANAGEMENT 2300 RIVER FRONTAGE ROAD SILT CO 81652 239513407017 CARBONDALE HOMEOWNERS ASSOCIATION AT ASPEN GLEN 0080 BALD EAGLE WAY CARBONDALE CO 81623 239512401009 GLENWOOD SPRINGS HARRIER, AUTUMN & BRIAN & HUNT, MARY KAY 2070 COUNTY ROAD 109 GLENWOOD SPRINGS CO 81601 239513101012 GLENWOOD SPRINGS REICHARDT, CLAY E 152 SPUR DRIVE GLENWOOD SPRINGS CO 81601 239512301004 GLENWOOD SPRINGS TORRES, ERIC 1857 COUNTY ROAD 109 GLENWOOD SPRINGS CO 81601 239513407007 CARBONDALE DAG BOULDER LLC 655 MAIN STREET #1125 CARBONDALE CO 81623 239512401011 GLENWOOD SPRINGS CORBISIERO, JOHN & VICTORIA 2150 COUNTY ROAD 109 GLENWOOD SPRINGS CO 81601 239513101016 GLENWOOD SPRINGS LAIRD, STEPHEN P & REBECCA E 37 SPUR DRIVE GLENWOOD SPRINGS CO 81601 239513300001 GLENWOOD SPRINGS CRYSTAL RIVER RANCH CO LLP 555 17TH STREET STE 2400 DENVER CO 80202 239513407016 CARBONDALE JROC PROPERTIES LTD 1127 CARA COURT CARBONDALE CO 81623 239513400405 CARBONDALE IRONWOOD AG-SAGES LLC 1118 WATERWAY LANE DELRAY BEACH FL 33483 239524200034 GLENWOOD SPRINGS CRYSTAL RIVER RANCH CO LLP 555 17TH STREET STE 2400 DENVER CO 80202 239319100365 CARBONDALE PEAK3 RESERVE LLC 310 MARKET STREET BASALT CO 81621 239319200386 CARBONDALE SPIRIT REALTY L P 3030 LBJ FREEWAY, SUITE 600 DALLAS TX 75234 239512401010 GLENWOOD SPRINGS KENNEDY, JOHN M & DIANE P 2074 COUNTY ROAD 109 GLENWOOD SPRINGS CO 81601 239513101017 GLENWOOD SPRINGS NELSON, PAUL & NANCY 0050 LARIAT LANE GLENWOOD SPRINGS CO 81601 239512401008 GLENWOOD SPRINGS KUHL, STEVEN D & LAURA S P O BOX 387 CARBONDALE CO 81623 239513101014 GLENWOOD SPRINGS CLASSEN, ROBERT C & GAIL L 103 SPUR DRIVE GLENWOOD SPRINGS CO 81601-9656 The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 16 CERTIFICATION OF MINERAL OWNER RESEARCH This form is to be completed and submitted with any application for a Land Use Change Permit. Mineral interests may be severed from surface right interests in real property. C.R.S. § 24-65.5-101, et seq, requires notification to mineral owners when a landowner applies for an application for development from a local government. As such, the landowner must research the current owners of mineral interests for the property. The Garfield County Land Use and Development Code of 2013 (“LUDC”) Section 4-101(E)(1)(b)(4) requires written notice to owners of mineral interests in the subject property in accordance with C.R.S. § 24-65.5-101, et seq, “as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means.” This form is proof of applicant’s compliance with the Colorado Revised Statutes and the LUDC. The undersigned applicant certifies that mineral owners have been researched for the subject property as required pursuant to C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(1)(b)(4) of the Garfield County Land Use and Development Code, as amended. As a result of that research, the undersigned applicant certifies the following (Please initial on the blank line next to the statement that accurately reflects the result of research): I own the entire mineral estate relative to the subject property; or Minerals are owned by the parties listed below The names and addresses of any and all mineral owners identified are provided below (attach additional pages as necessary): Name of Mineral Owner Mailing Address of Mineral Owner I acknowledge I reviewed C.R.S. § 24-65.5-101, et seq, and I am in compliance with said statue and the LUDC. _____________________________________________ _________________________________ Applicant’s Signature Date X See attached list See attached list The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 17 2907283.2 LIST OF MINERAL OWNERS 1. Sandra McCabe 772 Castle Drive Palisade, CO 81526 2. Deborah Chuc 14 Wintergreen Way Parachute, CO 81652 3. Telinde Family Trust 994 Brush Creek Lane Glenwood Springs, CO 81601 4. United States (BLM) 2300 Riverfrontage Road Silt, CO 81652 5. Esta Arlene Estes and Cora Lea Gentry PO Box K Meeker CO 81641 6. Estate of Caesar J. Chuc (address unknown) 7. Ella Chase (address unknown) The list of mineral owners was determined by (i) reviewing the title commitment for the property and (ii) identifying the mineral owners listed on the Preliminary Plan for the Aspen Glen PUD (relevant pages attached hereto, see pg. 4), then searching said owners in the grantor/grantee index of the Garfield County Clerk & Recorder. The Clerk & Recorder records did not show any further conveyance of the minerals held by Caesar Chuc or Ella Chase, and no contact information could be located. Note that only owner no. 5 owns an interest in the minerals underlying a portion of the property that is the subject of the Application. Applicant also contacted the Garfield County Assessor to see if any notices of mineral estate ownership had been filed in the vicinity of the subject property, and the assessor’s office confirmed that no such notices have been filed with their office. The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 18 4-203.B. PROJECT DESCRIPTION - The Aspen Glen Planned Unit Development Plan was approved by the Eagle County BOCC in 1992 and memorialized in Resolution 92-056, which is attached as an Exhibit. - In this Application, this 158 acre parcel is being referred to as The Reserve and is currently zoned as a “2-Acre Residential Zone District” in the existing Aspen Glen Planned Unit Development. - All other Aspen Glen PUD phases within the PUD have been developed generally in accordance with the approval contained in Resolution No. 92-056 with the exception of Phase IX which is the 158 acre parcel of land west of County Road 109. - Per the Aspen Glen PUD Development Plan included in Resolution 92-056, the PUD is approved for a total of 643 dwelling units on 938 acres with 31 dwelling units approved for the 158 acre Reserve parcel. - A previously approved Aspen Glen Preliminary Plan proposed 21 single family lots for this 158 acre parcel. This Preliminary Plan expired before being taken to Final Plat. - This current Reserve Major Subdivision Preliminary Plan Application again proposes to subdivide the 158 acres into 10 single family lots accessed via a single access point on Garfield County Road 109 across from the existing west gate of Aspen Glen. - The Application will demonstrate that the proposed 10 lot subdivision meets the standards in the Aspen Glen PUD, the Garfield County Land Use and Development Code, and the Garfield County Comprehensive Plan 2030. - The proposed Reserve single-family residential density for 10 dwelling units (1 unit per 15.8 acres) is less than the 31 dwelling units approved for the 2-Acre Residential Zone District in the Aspen Glen PUD (1 unit per 5.1 acres) and is consistent with the previously approved Preliminary Plan. The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 19 - In order to provide a diversity of housing types, a 1,200 square foot accessory dwelling unit (ADU) will be allowed on each of the 10 lots as an accessory use, which is allowed in the 2-Acre Residential Zone District in the Aspen Glen PUD. Accessory dwelling units are also an encouraged use in Garfield County. - Water and sewer lines were previously extended to the boundaries of The Reserve and utility lines are sized with the capacity to provide water and wastewater service to The Reserve. Roaring Fork Water and Sanitation District will be providing water and wastewater service to The Reserve has already included service to the property in its planning. - To summarize land use proposed in this Major Subdivision Preliminary Plan Application, The Reserve 158 acre parcel contains approximately 13.5 acres of building envelopes within 48.5 acres (30.6) of single family residential lots, 5.5 acres of road/utility ROW (3.5%), 14.5 acres of common open space (9.1%), and 90 acres of undeveloped Hillside Open Space. - More detail can be found regarding the items above in the following sections of this Major Subdivision Preliminary Plan Application for The Reserve. - This Application was previously known as “Reserve at Aspen Glen”. The name has been changed to “The Reserve”. The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 20 4-203.C. VICINITY MAP qPu I c.net Garfield County CO The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 21 4-203.D SITE PLAN A Site Plan has been prepared by SGM as part of the Civil Engineering Set and is included as an Exhibit to this Application. 4-203.E GRADING AND DRAINAGE PLAN A Grading Plan and Drainage Report have been prepared by SGM as part of the Civil Engineering Set and are included as an Exhibit to this Application. 4-203.F. LANDSCAPE PLAN A Landscape Plan has been prepared by The Land Studio, Inc. and is included as an Exhibit to this Application. 4-203.G. IMPACT ANALYSIS 1. Adjacent Land Use Land use to the east of The Reserve property is the original Aspen Glen Planned Unit Development golf course community consisting of single family and some duplex homes. Land use to the north is residential homes on 6 to 7 acre lots. Land Use to the south and west is ranch land owned by Crystal River Ranch Company. 2. Site Features The following is taken from the Environmental Impact Report completed by SGM: “The property consists of a northeast facing slope dominated by pinyon, juniper woodlands that extends beyond the parcel boundaries to the south. As one moves north within the project area, the terrain changes from steep hillsides to a more moderate gradient with a corresponding change in the plant community to big sagebrush, rabbit brush, western wheatgrass, as well as other herbaceous species.” See the Environmental Impact Report included as an Exhibit to this Application for the full report. 3. Soil Characteristics. A Preliminary Geotechnical Engineering Report has been completed by RJ Engineering & Consulting, Inc and is included as an Exhibit to this Application. 4. Geologic Hazards The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 22 A Debris Flow report has been provided by GEI Consultants and is included as an Exhibit to this Application. Additionally, a Preliminary Geotechnical Engineering Report completed by RJ Engineering & Consulting, Inc is included as an Exhibit to this Application. 5. Groundwater and Aquifer Recharge Areas The property will be served by Roaring Fork Water and Sanitation District which will eliminate the need for any individual onsite wastewater treatment. A Preliminary Geotechnical Engineering Report and a drainage report are included as part of the Engineering Report and have been included as Exhibits to this Application. Hydrologic Group Rating information provided by the Natural Resources Conservation Service has also been included as an Exhibit to this Application. 6. Environmental Impacts. An Environmental Impact Report completed by SGM has been included as an Exhibit to this Application. 7. Nuisance. The project will be 10 single family residences which will not create unusual impacts on the surrounding land uses which are of a similar residential use. 8. Hours of Operation. This standard will not apply to single family homes. 4-203.J DEVELOPMENT AGREEMENT A draft Development and Subdivision Improvements Agreement has been included as an Exhibit to this Application. 4-203.K IMPROVEMENTS AGREEMENT A draft Development and Subdivision Improvements Agreement has been included as an Exhibit to this Application. 4-203.L TRAFFIC STUDY A Traffic Analysis has been prepared by SGM and is included as an Exhibit to this Application. 4-203.M WATER SUPPLY AND DISTRIBUTION PLAN Water and wastewater lines were previously extended to the boundaries of The Reserve and utility lines were sized with the capacity to provide service to The Reserve. Roaring Fork Water and Sanitation District has already included water and wastewater The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 23 service to the property in its planning. For utility information see the Civil Engineering Plans provided by SGM as an Exhibit to this Application. 4-203.N WASTEWATER MANAGEMENT AND SYSTEM PLAN See section 4-203.M above. 5-402. D PRELIMINARY PLAN MAP A Preliminary Plan Map has been included as part of the Civil Engineering Plans provided by SGM as an Exhibit to this Application. 5-402.G OPEN SPACE PLAN MAP An Open Space Plan has been included as an Exhibit to this Application. The proposed bike path will be a general common element located in a common area open space parcel which will be under the ownership and responsibility of the HOA. Maintenance of the path and surrounding land will be addressed in the covenants as general common elements. A Vegetation Management Plan has also been included as an Exhibit to this Application. The Reserve 158 acre parcel contains approximately 17.38 acres of building envelopes, 5.65 acres of road/utility ROW (3.56%), 15.87 acres of common open space (10.01%), and 88.52 acres of undeveloped Hillside Open Space within The Reserve single family lots. Open Space Management has been addressed in the Declaration of Covenants included as an Exhibit to this Application. 5-402. H VISUAL ANALYSIS Visual analysis images have been provided illustrating the proposed homesites. As illustrated, all the building envelops have been located at the toe of slope and no envelopes will break the ridge line. Hillsides above the residential lots will be reserved as undeveloped Hillside Open Space. The visual analysis images have been included as an Exhibit to this Application. 5-402.I COVENANTS A Declaration of Covenants, Conditions and Restrictions for The Reserve has been included as an Exhibit to this Application. ARTICLE 7, DIVISION1, GENERAL APPROVAL STANDARDS 7-101. ZONE DISTRICT USE REGULATIONS The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 24 The proposed site plan complies with existing PUD zoning approved in 1992. All lots meet the 2 Acre Residential Zone District Standards in the PUD Guide as recorded in 1992. 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL The Garfield County Comprehensive Plan 2030 designates The Reserve Parcel as Res MH (2 to 6 Ac/Du). Residential Medium High is defined as small farms, estates, residences, and clustered residential subdivisions. The proposed density of 10 residential lots per the 158.48 acre parcel = one residential lot per 15.8 acres, which complies with the 2-6 Ac/Du range. The parcel also resides outside of the Carbondale 2022 Comprehensive Plan. 7-103. COMPATIBILITY The proposed single family residential use is compatible with the surrounding land uses in the area. Land use to the east of The Reserve property is the Original Aspen Glen 2 Acre Residential Zone District Development Standards Single Family detached structures intended for individual lot ownership (a)Permitted Uses Single-family residential plus accessory uses, including guest and/or caretaker's quarters; home occupation; water storage tank (b)Minimum Lot Size 87,120 sq. ft. (2 acres) (c)Maximum Building Height 32 ft. (d)Minimum Front Yard if Abutting County Road 109 50 ft. from ROW line (e)Minimum Front Yard if Abutting Public/Private Street 35 ft. from roadway easement/ROW (f)Minimum Lot Width 150 ft. (at building setback) (g)Minimum Lot Depth 250 ft. (h)Maximum Floor Area Ratio 0.25 (i)Minimum Rear Yard 35 ft. (j)Minimum Each Side Yard 10 ft. or 1/2 height of principle building whichever is greater (k)Corner Lot Minimum Side Yard 25 ft. from roadway Abutting Public/Private Street easement/ROW The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 25 Planned Unit Development of single family and some duplex homes. Land Use to the north is residential homes on 6 to 7 acre lots. Land Use to the south and west is ranch land owned by Crystal River Ranch Company. 7-104. SOURCE OF WATER See 4-203.M above. 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS See 4-203.M above. 7-106. PUBLIC UTILITIES Capacity to serve letters have been included as an Exhibit to this Application. The following Public Utilities will provide service to The Reserve: Water and Wastewater – Provided by Roaring Fork Water & Sanitation District Electric – Provided by Xcel Energy Gas – Provided by Black Hills Energy Telecommunications – Provided by CenturyLink/Lumen and ting. 7-107. ACCESS AND ROADWAYS SGM has prepared a Traffic Assessment that is attached as an Exhibit. The following summary has been prepared from this report: The projects access location to CR 109 will operate efficiently as single lane approaches without the need for auxiliary turn lanes for ingress or egress to the project. The CR 109 roadway capacity is adequate for the 20-year design volumes calculated in the study. Based on comparison of existing traffic volumes to projected project traffic volumes at the CR 154 and Diamon A Ranch Road legs of SH 82 intersections, a State Highway Access Permit is not required since the increase in traffic is less than the 20% threshold in the State Highway Access Code. 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 26 No Avalanche Hazard Areas, Land slide Hazard Areas or Rockfall Hazard areas exists on the Reserve Site. A debris flow hazard review has been completed by GEI Consultants and has been included as an Exhibit to this Application as well as the Preliminary Geotechnical Engineering Report completed by RJ Engineering. 7-109. FIRE PROTECTION Fire Protection will be provided by Carbondale & Rural Fire Protection District. The Applicant has submitted a preliminary site plan to Prevention Division Chief Karl Oliver for review and input. A response letter from Karl Oliver has been included as an Exhibit to this Application. Wildfire Mitigation Standards for The Reserve have also been included as an Exhibit to this Application. ARTICLE 7, DIVISION 2, GENERAL RESOURCE PROTECTION STANDARDS 7-201. AGRICULTURAL LANDS There are no agricultural lands within the proposed development and there will be no adverse effects to agricultural operations on adjoining lands. 7-202. WILDLIFE HABITAT AREAS An Environmental Impact Report completed by SGM has been included as an Exhibit to this Application. 7-204. DRAINAGE AND EROSION General surface drainage has been addressed in the Preliminary Geotechnical Engineering Report. Storm drainage design has been addressed as part of the Civil Engineering Report. A site drainage plan for individual lots will be required at the time of building permit for each homesite. 7-205. ENVIRONMENTAL QUALITY The applicant is aware of and agrees to not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. 7-206. WILDFIRE HAZARDS Per the following 2012 Colorado Wildfire Risk Assessment, the proposed project lies within a moderate to high wildfire risk area. Wildfire Mitigation Standards for The Reserve have been included as an Exhibit to this Application. SEE SECTION 7-109 The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 27 7-207. NATURAL AND GEOLOGIC HAZARDS No Avalanche Hazard Areas, Land slide Hazard Areas or Rockfall Hazard areas exists on The Reserve Site. A debris flow hazard review has been completed by GEI Consultants and has been included as an Exhibit to this Application as well as the Preliminary Geotechnical Engineering Report completed by RJ Engineering. 7-208. RECLAMATION See the Landscape Plan included as an Exhibit to this Application. Article 7, DIVISION 3, SITE PLANNING AND DEVELOPMENT STANDARDS 7-301. COMPATIBLE DESIGN The nature, scale, and intensity of the prospective residential use is intended to compliment the adjacent land uses. General Conformance to the 2030 Comprehensive Plan has been addressed in 7-102. 7-303. LANDSCAPE STANDARDS See the Landscape Plan included as an Exhibit to this Application. 7-304. LIGHTING STANDARDS The Applicant agrees to follow all exterior lighting standards as defined in section 7-304 of the Garfield County Land Use Code. ARTICLE 7, DIVISION 4, SUBDIVISION STANDARDS AND DESIGN SPECIFICATIONS 7-401. GENERAL SUBDIVISION STANDARDS The Reserve will be maintained under established covenants of a Homeowners Association. See the draft covenants attached as an Exhibit to this Application. 7-402. SUBDIVISION LOTS All lots within The Reserve meet the requirements for subdivision lots in section 7-402 of the Garfield County Land Use Code. 7-404. SCHOOL LAND DEDICATION Formula for Payment: The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 28 Unimproved Per Acre Market Value of Land ($2,200,000/158.48 acres = $13,882 per acre) x Land Dedication Standard (.020 acres/residential unit) = $277.64/residential unit x Number of Units (10) = $2776.40 A statement of land value from Peak3 has been included as an Exhibit to this Application. 7-405. ROAD IMPACT FEES The Applicant agrees to pay the Road Impact Fee as required at the time of first building permit. ARTICLE 8, INCLUSIONARY ZONING FOR HOUSING 8-102. APPLICABILITY A. Residential Land use Change Permits and Subdivisions. The requirement applies to Subdivisions proposing 15 or more lots or units. The Reserve is proposing 10 lots and as a result is not proposing inclusionary zoning for housing. B. Accessory Dwelling Units Not Counted to Determine Applicability of Art.8. Construction of deed-restricted Accessory Dwelling Units in compliance with Article 7, Section 7-701, does not count as “lots” or “units” for purposes of determining whether this Article 8 applies to a new Development project. The Reserve will allow a single ADU on each lot subject to the standards in section 7-701.The ADU will be restricted to leasehold interest in the dwelling unit and will be for residential or Home Office/Business use only per section 7- 701.A(2). EXHIBITS The Reserve • Garfield County CO • Major Subdivision Preliminary Plan Application 29 EXHIBIT A - TITLE COMMITMENT EXHIBIT B - DEVELOPMENT AND SUBDIVISION IMPROVEMENTS AGREEMENT EXHIBIT C - DESIGN GUIDELINES EXHIBIT D - MASTER DECLARATION FOR THE RESERVE EXHIBIT E - GEOTECHNICAL ENGINEERING REPORT, RJ ENGINEERING EXHIBIT F - DEBRIS FLOW HAZARD REVIEW & SGM EXHIBITS EXHIBIT G - ENVIRONMENTAL IMPACT REPORT EXHIBIT H - TRAFFIC ASSESSMENT EXHIBIT I - ENGINEERING REPORT & WILL SERVE LETTERS EXHIBIT J - FIRE PROTECTION LETTER AND MITIGATION STANDARDS EXHIBIT K - EXISTING CONDITIONS MAPS EXHIBIT L - CIVIL ENGINEER PLANS EXHIBIT M - PRELIMINARY PLAN MAP EXHIBIT N - OPEN SPACE PLAN EXHIBIT O - CONCEPTUAL LANDSCAPE PLAN & VEGETATION MANAGEMENT PLAN EXHIBIT P - VISUAL ASSESSMENT EXHIBIT Q - STATEMENT OF LAND VALUE EXHIBIT R - RESOLUTION 92-056 EXHIBIT A TITLE COMMITMENT American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 1 of 10 ALTA COMMITMENT FOR TITLE INSURANCE issued by COMMONWEALTH LAND 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, Commonwealth Land Title Insurance Company, a(n) Florida 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 Amount of Insurance and the name of the Proposed Insured. If all of the Schedule B, Part I – Requirements have not been met within 180 days after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1.DEFINITIONS a. “Discriminatory Covenant”: Any covenant, condition, restriction, or limitation that is unenforceable under applicable law because it illegally discriminates against a class of individuals based on personal characteristics such as race, color, religion, sex, sexual orientation, gender identity, familial status, disability, national origin, or other legally protected class. b. “Knowledge” or “Known”: Actual knowledge or actual notice, but not constructive notice imparted by the Public Records. c. “Land”: The land described in Item 5 of Schedule A and improvements located on that land that by State law constitute real property. The term “Land” does not include any property beyond that described in Schedule A, nor any right, title, interest, estate, or easement in any abutting street, road, avenue, alley, lane, right-of-way, body of water, or waterway, but does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. d. “Mortgage”: A mortgage, deed of trust, trust deed, security deed, or other real property security instrument, including one evidenced by electronic means authorized by law. e. “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. f. “Proposed Amount of Insurance”: Each dollar amount specified in Schedule A as the Proposed Amount of Insurance of each Policy to be issued pursuant to this Commitment. g. “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. h. “Public Records”: The recording or filing system established under State statutes in effect at the Commitment Date under which a document must be recorded or filed to impart constructive notice of matters relating to the Title to a purchaser for value without Knowledge. The term “Public Records” does not include any other recording or filing AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 2 of 10 system, including any pertaining to environmental remediation or protection, planning, permitting, zoning, licensing, building, health, public safety, or national security matters. i. “State”: The state or commonwealth of the United States within whose exterior boundaries the Land is located. The term “State” also includes the District of Columbia, the Commonwealth of Puerto Rico, the U.S. Virgin Islands, and Guam. j. “Title”: The estate or interest in the Land identified in Item 3 of Schedule A. 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, this 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: a. the Notice; b. the Commitment to Issue Policy; c. the Commitment Conditions; d. Schedule A; e. Schedule B, Part I – Requirements; f. Schedule B, Part II – Exceptions; and g. a counter-signature by the Company or its issuing agent that may be in electronic form. 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 is not liable for any other amendment to this Commitment. 5.LIMITATIONS OF LIABILITY a. 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: 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. b. The Company is not 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. c. The Company is only liable 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. d. The Company’s liability does not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Condition 5.a. or the Proposed Amount of Insurance. e. The Company is not liable for the content of the Transaction Identification Data, if any. f. The Company is not 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. g. The Company’s liability is further limited by the terms and provisions of the Policy to be issued to the Proposed Insured. 6.LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT; CHOICE OF LAW AND CHOICE OF FORUM a. Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. b. Any claim must be based in contract under the State law of the State where the Land is located and is restricted to the terms and provisions of this Commitment. Any litigation or other proceeding brought by the Proposed Insured against the Company must be filed only in a State or federal court having jurisdiction. c. 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. d. 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. AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 3 of 10 e. Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. f. 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. 7.IF THIS COMMITMENT IS 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 closing, settlement, escrow, or any other purpose. 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.CLAIMS PROCEDURES This Commitment incorporates by reference all Conditions for making a claim in the Policy to be issued to the Proposed Insured. Commitment Condition 9 does not modify the limitations of liability in Commitment Conditions 5 and 6. 10.CLASS ACTION ALL CLAIMS AND DISPUTES ARISING OUT OF OR RELATING TO THIS COMMITMENT, INCLUDING ANY SERVICE OR OTHER MATTER IN CONNECTION WITH ISSUING THIS COMMITMENT, ANY BREACH OF A COMMITMENT PROVISION, OR ANY OTHER CLAIM OR DISPUTE ARISING OUT OF OR RELATING TO THE TRANSACTION GIVING RISE TO THIS COMMITMENT, MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS OR REPRESENTATIVE PROCEEDING. ANY POLICY ISSUED PURSUANT TO THIS COMMITMENT WILL CONTAIN A CLASS ACTION CONDITION. 11.ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Amount of Insurance is $2,000,000 or less may be arbitrated at the election 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. COMMONWEALTH LAND TITLE INSURANCE COMPANY P.O. Box 45023, Jacksonville, FL 32232-5023 By: Michael J, Nolan, President By: Marjorie Nemzura, Secretary AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 4 of 10 Transaction Identification Data, for which the Company assumes no liability as set forth in Commitment Condition 5.e.: Issuing Agent: Commonwealth Title Company of Garfield County, Inc. Issuing Office: 127 East 5th Street Rifle, CO 81650 Issuing Office’s ALTA® Registry ID: 1038730 Loan ID Number: Commitment Number: 2026-04-43 Issuing Office File Number: 2026-04-43 Property Address: TBD County Road 109, Carbondale, CO 81623 Revision Number: SCHEDULE A 1.Commitment Date: April 27, 2026 at 8:00 AM 2.Policy to be issued: (a) 2021 ALTA Owner's Policy $ $0.00 fee simple (b) 2021 ALTA Loan Policy $ $0.00 fee simple 3.The estate or interest in the Land at the Commitment Date is: fee simple 4.The Title is, at the Commitment Date, vested in: Peak3 Reserve LLC, a Colorado Limited Liability Company 5.The land is described as follows: The land is described as set forth in Exhibit A attached hereto and made a part hereof. AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 5 of 10 COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY, INC. 127 East 5th Street, Rifle, CO 81650 Telephone: (970) 625-3300 Countersigned by: Patrick P. Burwell, License #153719 Commonwealth Title Company of Garfield County, Inc., License #292895 COMMONWEALTH LAND TITLE INSURANCE COMPANY P.O. Box 45023, Jacksonville, FL 32232-5023 By: Michael J, Nolan, President By: Marjorie Nemzura, Secretary AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 6 of 10 SCHEDULE B, PART I – Requirements All of the following Requirements must be met: 1. The 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 Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. 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. 4. Pay the premiums, fees, and charges for the Policy to the Company as set forth below: Updated Title Commitment: $250.00 5. Vesting deed recorded on October 24, 2025 as Instrument #1012290 in the official records Note: This is an informational only commitment and no policy will be issued hereunder. AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 7 of 10 SCHEDULE B, PART II – Exceptions Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This Commitment and the Policy treat any Discriminatory Covenant in a document referenced in Schedule B as if each Discriminatory Covenant is redacted, repudiated, removed, and not republished or recirculated. Only the remaining provisions of the document will be excepted from coverage. The Policy will not insure against loss or damage resulting from the terms and conditions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage of area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are 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. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attached, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I—Requirements are met. 6. Any and all unpaid taxes, assessments and unredeemed tax sales. 7. Any lien or charge on account of the inclusion of subject property in an improvement district. 8. Any and all water rights, claims, or title to water, whether or not the matters excepted are shown by the public record. 9. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded on January 19, 1895 as Instrument #18106 in the official records , on May 4, 1956 as Instrument #193886 in the official records , 10. Easement and right of way as described in document recorded on October 19, 1961 as Instrument #215449 in the official records 11. Terms and conditions set forth in Agreement recorded on July 5, 1994 as Instrument #465436 in the official records 12. Terms, conditions and all matters set forth in Resolution recorded on June 29, 1992 as Instrument #436262 in the official records 13. Terms, conditions and all matters set forth in Resolution recorded on December 28, 1993 as Instrument #457154 in the official records 14. Terms, conditions and all matters set forth in Resolution recorded on February 2, 1994 as Instrument #458796 in the official records AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 8 of 10 15. Terms, conditions and all matters set forth in Resolution recorded on August 9, 1994 as Instrument #466955 in the official records 16. Terms, conditions and all matters set forth in Resolution recorded on December 13, 1994 as Instrument #472058 in the official records 17. Terms and conditions set forth in Agreement recorded on September 16, 1993 as Instrument #452560 in the official records 18. Terms and conditions set forth in Agreement recorded on June 29, 1992 as Instrument #436263 in the official records 19. Terms and conditions set forth in Agreement recorded on August 19, 1994 as Instrument #467450 in the official records 20. Terms and conditions set forth in Agreement recorded on August 19, 1994 as Instrument #467451 in the official records 21. Terms and conditions set forth in Agreement recorded on June 29, 1992 as Instrument #436263 in the official records 22. Terms, conditions and all matters set forth in Resolution recorded on February 9, 1996 as Instrument #488797 in the official records 23. Terms, conditions and all matters set forth in Resolution recorded on February 9, 1996 as Instrument #488978 in the official records 24. Terms, conditions and all matters set forth in Resolution recorded on August 20, 1997 as Instrument #512523 in the official records 25. Terms, conditions and all matters set forth in Site Specific Development Plan, Vested Property Rights Agreement and Subdivision Improvements Agreement recorded on April 6, 1995 as Instrument #476329 in the official records as amended in instrument recorded on July 11, 1996 as Instrument #495608 in the official records 26. Terms and conditions set forth in Agreement recorded on April 6, 1995 as Instrument #476327 in the official records 27. Covenants, conditions, restrictions, which do not contain a forfeiture or reverter clause, but omitting restrictions, if any, based on race, color, religion, or national origin, and all matters set forth in Declaration recorded on March 23, 2007 as Instrument #719512 in the official records 28. Easements, rights of way, plat notes and all matters described and set forth on the Plat recorded on April 6, 1995 as Instrument #476330 in the official records 29. Easement and right of way as described in document recorded on April 30, 1996 as Instrument #492247 in the official records 30. Covenants, conditions, restrictions, which do not contain a forfeiture or reverter clause, but omitting restrictions, if any, based on race, color, religion, or national origin, and all matters set forth in Declaration recorded on November 5, 2020 as Instrument #944700 in the official records as amended in instrument recorded on September 8, 2021 as Instrument #962780 in the official records and in instrument recorded on March 4, 2026 as Instrument AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 9 of 10 #1016320 in the official records 31. Apparent easement for bike trail, 2-track road, water tank, utility pedestals and all matter shown on ALTA/NSPS Land Title Survey prepared by SGM dated April 14, 2025, Job No. 2022-36.001. AM ER IC AN LAN D TI T L E ASSOC IAT ION American Land Title Association Commitment for Title Insurance 2021 v. 01.00 (07-01-2021) This page is only a part of a 2021 ALTA Commitment for Title Insurance issued by Commonwealth Land 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 2021 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. Page 10 of 10 EXHIBIT “A” The Land referred to herein below is situated in the County of Garfield, State of Colorado and is described as follows: A tract of land situate in Lot 23 of Section 12, Lots 3, 4, 5, 8, 9, 10, 12, 13, 14, 15 and 16 of Section 13, Lots 1 and 2 of Section 24, all in Township 7 South, Range 89 West, and Lots 1, 8, 9 and 17 of Section 19, Township 7 South, Range 88 West of the 6th Principal Meridian being more particularly described as follows: Beginning at the N1/4 corner of said Section 13; thence, N00º11'14"W 198.54 feet along the west line of said Lot 23 of Section 12 to the westerly right-of-way line of County Road 109; thence along the westerly right-of-way line of County Road 109 the following courses: thence, S13º28'04"E 297.83 feet; thence, S09º05'41"E 567.76 feet; thence S17º42'56"E 744.93 feet; thence, S40º03'42"E 183.48 feet; thence, S32º40'06"E 479.34 feet; thence S20º26'02"E 555.76 feet; thence 548.33 feet along the arc of a 5347.84 feet radius curve to the left, having a central angle of 5º52'29" and subtending a chord bearing S23º22'17"E 548.09 feet; thence, S26º18'31"E 854.10 feet; thence 231.08 feet along the arc of a 670.33 feet radius curve to the right, having a central angle of 19º45'06" and subtending a chord bearing S16º25'58"E 229.94 feet; thence S06º33'24"E 156.75 feet; thence 563.18 feet along the arc of a 1695.67 feet radius curve to the left, having a central angle of 19º01'46" and subtending a chord bearing S16º04'17"E 560.59 feet; thence, S20º41'20"E 13.75 feet; thence, S29º02'45"E 372.01 feet; thence S29º19'46"E 503.37 feet; thence S32º15'50"E 41.64 feet; thence S34º46'46"E 656.82 feet; thence S46º01'35"E 50.02 feet; thence S57º35'29"E 486.06 feet; thence S57º36'01"E 513.49 feet; thence leaving said westerly right-of-way line of County Road 109, N81º57'00"W 935.60 feet; thence, N78º07'04"W 1324.40 feet to a point on the westerly line of said Lot 2 of Section 24; thence N00º41'21"E 818.59 feet along the west line of said Lot 2 to the southeast corner of Lot 14 of said Section 13; thence S89º05'51"W 1302.51 feet along the south line of said Lot 14 to the southwest corner of said Lot 14; thence N00º10'18"E 5330.06 feet along the west line of said Lot 14, Lot 13, Lot 4 and Lot 3 of said Section 13 to the Point of Beginning. County of Garfield AM ER IC AN LAN D TI T L E ASSOC IAT ION FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Effective April 9, 2020 Fidelity National Financial, Inc. and its majority-owned s ubs idia1y companies ( collectively, "FNF ," "our," or "we") respect and are committed to protecting your privacy. This Privacy Notice explains how we collect, u se, and protect personal information, when and to whom we di sclose such information, and the choices you have about the use and dis closure of that information. A limited number ofFNF subs idiaries have their own privacy notices. If a subsidi ary has its own privacy notice, the privacy notice w ill be avai lable on the subs idiary's website and this Privacy Notice does not apply. 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DISCLOSURES Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph F provides: "Whenever a title entity provides the closing and settlement service that is in conjunction with the issuance of an owner's policy of title insurance, it shall update the title commitment from the date of issuance to be as reasonably close to the time of closing as permitted by the real estate records. Such update shall include all impairments of record at the time of closing or as close thereto as permitted by the real estate records. The title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title commitment, other than the effective date of the title commitment, for all undisclosed matters that appear of record prior to the time of closing." Provided Commonwealth Title Insurance Company of Garfield County, Inc. conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. This Notice is required by Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph G. Pursuant to Colorado Division of Insurance Regulation 8-1-2, notice is hereby given that affirmative mechanic's lien protection for the prospective insured owner may be available upon compliance with the following conditions: A. The land described in Schedule A of this Commitment must be a single family residence, which includes a condominium or townhouse unit. B. No labor or materials may have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive appropriate affidavits indemnifying the Company against all unfiled mechanic's and materialmen's liens. D. Any deviation from conditions A through C above is subject to such additional requirements or information as the Company may deem necessary; or, at its option, the Company may refuse to delete the exception. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph M. Pursuant to Colorado Division of Insurance Regulation 8-1-3, notice is hereby given of the availability of a Closing Protection Letter which may, upon request, be provided to certain parties to the transaction. Pursuant to C.R.S. §10-11-122, notice is hereby given that: A) The subject real property may be located in a special taxing district; B) A Certificate of Taxes Due listing each taxing jurisdiction may be obtained from the County Treasurer's authorized agent; C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor; and D) The company will not issue its policy of policies of title insurance contemplated by the commitment until it has been provided a Certificate of Taxes due from the County Treasurer or the County Treasurer's authorized agent; or until the Proposed Insured has notified or instructed the company in writing to the contrary C.R.S. §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. Pursuant to C.R.S. §10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's permission. If the transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the disclosure/withholding provisions of C.R.S. §39-22-604.5 (Nonresident withholding). Pursuant to C.R.S. §38-35-125(2), no person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate withdrawal as a matter of right. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph J. "Good Funds Law" C.R.S. §39-14-102 requires that a real property transfer declaration accompany any conveyance document presented for recordation in the State of Colorado. Said declaration shall be completed and signed by either the grantor or grantee and Section 38-35-109 (2) of the Colorado Revised Statutes, 1973, requires that a notation of the purchasers legal address, (not necessarily the same as the property address) be included on the face of the deed to be recorded. 2908211.3 1 NOTE – This Draft Development and Subdivision Improvements Agreement is a draft template. It is anticipated the language within this document will be finalized at the time of Final Plat, but will be substantially similar to this draft template. THE RESERVE DEVELOPMENT AND SUBDIVISION IMPROVEMENTS AGREEMENT THIS RESERVE DEVELOPMENT AND SUBDIVISION IMPROVEMENTS AGREEMENT (“SIA”) is made and entered into this ___ day of _________________, 2026, by and between _______________________________________ (“Owner”) and the BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, acting for the County of Garfield, State of Colorado, as a body politic and corporate, directly or through its authorized representatives and agents (“BOCC”). RECITALS 1. Owner is the owner and developer of the Reserve subdivision (the “Subdivision”) within the Aspen Glen PUD, which property as depicted on the Reserve Final Plat (“Final Plat” or “Final Plat of the Subdivision”). The real property subject to this SIA is described in that Final Plat, recorded at Reception Number of the real estate records of Garfield County, Colorado and incorporated by this reference. 2. On _________________, 2026, the BOCC, by Resolution No. ___________, recorded at Reception Number ____________of the real estate records of Garfield County, Colorado, and incorporated by this reference, approved the Final Plat which, among other things, would create 10 residential lots. 3. As a condition precedent to the approval of the Final Plat submitted to the BOCC as required by the laws of the State of Colorado and by the Garfield County Land Use and Development Code (“LUDC”), Owner wishes to enter into this SIA with the BOCC. 2908211.3 2 4. Owner has agreed to execute and deliver a letter of credit or other security in a form satisfactory to the BOCC to secure and guarantee Owner’s performance under this Agreement and has agreed to certain restrictions and conditions regarding the sale of properties and issuance of building permits and certificates of occupancy, all as more fully set forth below. NOW, THEREFORE, in consideration of the foregoing recitals and the mutual covenants and promises contained herein, the BOCC and Owner (“Parties”) agree as follows: Agreement 1. FINAL PLAT APPROVAL. The BOCC hereby accepts and approves the Final Plat of the Subdivision, on the date set forth above, subject to the terms and conditions of this SIA, Resolution No. ___, the requirements of the LUDC, and any other governmental or quasi- governmental regulations applicable to the Subdivision (“Final Plat Approval”). Recording of the Final Plat in the records of the Garfield County Clerk and Recorder shall be in accordance with this SIA and at the time prescribed herein. Additionally, the Final Plat constitutes a Site Specific Development Plan, and approval of the Final Plat shall create a vested property right pursuant to Article 68 of Title 24, C.R.S., as amended. 2. OWNER’S PERFORMANCE AS TO SUBDIVISION IMPROVEMENTS. a. Completion Date/Substantial Compliance. While the entire Property will be subdivided through the Final Plat, Owner intends to develop the Property in phases. Owner shall cause to be constructed and installed in up to two phases described in Exhibit A the subdivision improvements, including off-site improvements, if any, identified in the Exhibits defined in subparagraph 2.a.i, below (the “Phase 1 Subdivision Improvements” and “Phase 2 Subdivision Improvements,” respectively, and, collectively, the “Subdivision Improvements”) at Owner’s expense, including payment of fees required by Garfield County 2908211.3 3 and/or other governmental and quasi-governmental entities with regulatory jurisdiction over the Subdivision. The Phase 1 Subdivision Improvements shall be completed on or before the end of the eighteenth calendar month following execution of this SIA (“Phase 1 Completion Date”). The Phase 2 Subdivision Improvements shall be completed on or before the end of the eighteenth calendar month following commencement of construction thereof (the “Phase 2 Completion Date”). The Subdivision Improvements shall be constructed and completed in substantial compliance with the following: i. Plans marked “Approved for Construction” for all Subdivision Improvements prepared by SGM and submitted to the BOCC on _______________, 2026, such plans being summarized in the list of drawings attached to and made a part of this SIA by reference as Exhibit A; the estimate of cost of completion, certified by and bearing the stamp of SGM, Owner’s professional engineer licensed in the State of Colorado (“Owner’s Engineer”), attached to and made a part of this SIA by reference as Exhibit B, which estimate shall include an additional ten (10) percent of the total of each phase for contingencies; and all other documentation required to be submitted along with the Final Plat under pertinent sections of the LUDC (“Final Plat Documents”). ii. All requirements of the Final Plat Approval. iii. All laws, regulations, orders, resolutions and requirements of Garfield County and all special districts and any other governmental entity or quasi- governmental authority(ies) with jurisdiction. iv. The provisions of this SIA. 2908211.3 4 b. Satisfaction of Subdivision Improvements Provisions. The BOCC agrees that if all Subdivision Improvements are constructed and installed in accordance with this paragraph 2; the record drawings have been submitted upon completion of the Subdivision Improvements, as detailed in paragraph 3(c), below; and all other requirements of this SIA have been met, then the Owner shall be deemed to have satisfied all terms and conditions of the Final Plat Approval, the Final Plat Documents, and the LUDC with respect to the installation of the Subdivision Improvements. 3. SECURITY FOR SUBDIVISION IMPROVEMENTS (EXCEPT RE- VEGETATION). a. Subdivision Improvements Letter of Credit and Substitute Collateral. As security for Owner’s obligation to complete the Phase 1 Subdivision Improvements, Owner shall deliver to the BOCC, on or before the date of recording of the Final Plat of the Subdivision, a Letter of Credit in the form agreed to be acceptable to the BOCC, attached to and incorporated in this SIA by reference as Exhibit “C” (the “Phase 1 LOC”), or in a form consistent with the Uniform Commercial Code, C.R.S. § 4-1-101, et seq. and approved by the BOCC. The Phase 1 LOC shall be in the amount of $( full estimate for Phase 1 ), representing the full estimated cost of completing the Phase 1 Subdivision Improvements, with a sufficient contingency to cover cost changes, unforeseen costs, and other variables (not less than 10% of the estimated cost and as approved by the BOCC), as set forth and certified by Owner’s Engineer on Exhibit B to guarantee completion of the Phase 1 Subdivision Improvements. The Phase 1 LOC shall be valid for a minimum of six (6) months beyond the Phase 1 Completion Date set forth in Paragraph 2.a., above. As security for Owner’s obligation to complete the Phase 2 Subdivision 2908211.3 5 Improvements, Owner shall, prior to commencement of construction of the Phase 2 Subdivision Improvements, either (i) deliver to the BOCC a Letter of Credit in the form of Exhibit C in the amount of $( full estimate for Phase 2 ), representing the full estimated cost of completing the Phase 2 Subdivision Improvements, with a sufficient contingency to cover cost changes, unforeseen costs and other variables (not less than 10% of the estimated cost and as approved by the BOCC), as set forth and certified by Owner’s Engineer on Exhibit B to guarantee completion of the Phase 2 Subdivision Improvements, or (ii) extend the Phase 1 LOC to a date that is at least six (6) months beyond the Phase 2 Completion Date and increase the amount thereof, if needed, to the amount set forth on Exhibit B for the Phase 2 Subdivision Improvements. The BOCC, at its sole option, may permit the Owner to substitute collateral other than a Letter of Credit, in a form acceptable to the BOCC, for the purpose of securing the completion of the Subdivision Improvements subject to this Paragraph 3.a. b. LOC Requirements and Plat Recording. Each LOC required by this SIA shall be issued by a state or national banking institution acceptable to the BOCC. If the institution issuing an LOC is not licensed in the State of Colorado and transacting business within the State of Colorado, the LOC shall be “confirmed” within the meaning of the Uniform Commercial Code, Letters of Credit, § 4-5-101, et seq., C.R.S., as amended, by a bank that is licensed to do business in the State of Colorado, doing business in Colorado, and acceptable to the BOCC. Each LOC shall state that presentation of drafts drawn under the LOC shall be at an office of the issuer or confirmer located in the State of Colorado. The Final Plat of the Subdivision shall not be recorded until the security for the Phase 1 Subdivision Improvements described in this paragraph 3 has been received and approved by the BOCC. 2908211.3 6 c. Extension of LOC Expiration Date. If any Completion Date identified in paragraph 2.a., above, is extended by a written amendment to this SIA, the time period for the validity of the applicable LOC shall be similarly extended. For each six (6) month extension, at the sole option of the BOCC, the face amount of the LOC shall be subject to re- certification by Owner’s Engineer of the cost of completion and review by the BOCC. d. Unenforceable LOC. Should an LOC expire or become void or unenforceable for any reason, including bankruptcy of the Owner or the financial institution issuing or confirming the LOC, prior to the BOCC’s approval of Owner’s Engineer’s certification of completion of the Phase 1 or Phase 2 Subdivision Improvements, as applicable, this SIA shall become void and of no force and effect and the Final Plat shall be vacated pursuant to the terms of this SIA. e. Partial Releases of Security. Owner may request partial releases of the Phase 1 or Phase 2 LOC and shall do so by means of submission to the Building and Planning Department of a “Written Request for Partial Release of LOC”, in the form attached to and incorporated by this reference as Exhibit D, accompanied by the Owner’s Engineer’s stamped certificate of partial completion of improvements. The Owner’s Engineer’s seal shall certify that the subject Subdivision Improvements have been constructed in accordance with the requirements of this SIA, including all Final Plat Documents and Final Plat Approval. Owner may also request release for a portion of the security upon proof that 1) Owner has a valid contract with a public utility company regulated by the Colorado Public Utilities Commission obligating such company to install certain utility lines; and 2) Owner has paid to the utility company the cost of installation as required by the contract. The BOCC shall authorize successive releases of portions of the face amount of the LOC as portions of 2908211.3 7 the Subdivision Improvements, dealt with in this Paragraph 3, are certified as complete to the BOCC by the Owner’s Engineer and said certification is approved by the BOCC. f. BOCC’s Investigation. Notwithstanding the foregoing, upon submission of the Owner’s Written Request for Partial Release of LOC, along with Owner’s Engineer’s certificate of partial completion of improvements, the BOCC may review the certification and may inspect and review the Subdivision Improvements certified as complete to determine whether or not they have been constructed in compliance with relevant specifications, as follows: i. If no letter of potential deficiency is furnished to Owner by the BOCC within fifteen (15) business days of submission of Owner’s Written Request for Partial Release of LOC, accompanied by Owner’s Engineer’s certificate of partial completion of improvements, all Subdivision Improvements certified as complete shall be deemed approved by the BOCC, and the BOCC shall authorize release of the appropriate amount of security. ii. If the BOCC chooses to inspect and determines that all or a portion of the Subdivision Improvements certified as complete are not in compliance with the relevant specifications, the BOCC shall furnish a letter of potential deficiency to the Owner, within fifteen (15) business days of submission of Owner’s Written Request for Partial Release of LOC, accompanied by Owner’s Engineer’s certificate of partial completion of improvements. iii. If a letter of potential deficiency is issued identifying a portion of the certified Subdivision Improvements as potentially deficient, then all Subdivision Improvements not identified as potentially deficient shall be deemed approved by the 2908211.3 8 BOCC, and the BOCC shall authorize release of the amount of security related to the Subdivision Improvements certified as complete and not identified as potentially deficient. iv. With respect to Subdivision Improvements identified as potentially deficient in a letter of potential deficiency, the BOCC shall have thirty (30) days from the date of the letter to complete the initial investigation, begun under subparagraph 3.f.ii., above, and provide written confirmation of the deficiency(ies) to the Owner. v. If the BOCC finds that the Subdivision Improvements are complete, in compliance with the relevant specifications, then the appropriate amount of security shall be authorized for release within ten (10) business days after completion of such investigation. g. BOCC Completion of Improvements and Other Remedies. If the BOCC finds, within the thirty (30) day period of time defined in subparagraph 3.f.iv. above, that the Subdivision Improvements are not complete, or if the BOCC determines that the Owner will not or cannot construct any or all of the Subdivision Improvements, whether or not Owner has submitted a written request for release of LOC, the BOCC may withdraw and employ from the LOC such funds as may be necessary to construct the Subdivision Improvements in accordance with the specifications, up to the face amount or remaining face amount of the applicable LOC. In such event, the BOCC shall make a written finding regarding Owner’s failure to comply with this SIA prior to requesting payment from the LOC in accordance with the LUDC. In lieu of or in addition to drawing on the LOC, the BOCC may bring an action for injunctive relief or damages for the Owner’s failure to adhere to the provisions of 2908211.3 9 this SIA regarding Subdivision Improvements. The BOCC shall provide the Owner a reasonable time to cure any identified deficiency(ies) prior to requesting payment from the LOC or filing a civil action. h. Final Release of Security. Upon completion of all Phase 1 Subdivision Improvements, and including off-site improvements, Owner shall submit to the BOCC, through the Building and Planning Department: 1) record drawings bearing the stamp of Owner’s Engineer certifying that all Phase 1 Subdivision Improvements, including off-site improvements, have been constructed in accordance with the requirements of this SIA, including all Final Plat Documents and the Final Plat Approval, in hard copy and digital format acceptable to the BOCC; 2) copies of instruments conveying real property and other interests which Owner is obligated to convey to any statutory special district or other entity at the time of Final Plat Approval [, unless escrowed in accordance with paragraph __ below]; and 3) a Written Request for Final Release of LOC, in the form attached to and incorporated herein as Exhibit E, along with Owner’s Engineer’s stamp and certificate of final completion of improvements, unless the Phase 1 LOC will be extended to cover the Phase 2 and Phase 3 Subdivision Improvements, in which case the Phase 1 LOC will remain in effect, as amended and extended. The same procedure will be followed for the Phase 2 Subdivision Improvements and Phase 3 Improvements. i. The BOCC shall authorize a final release of each LOC after the Subdivision Improvements that are the subject of the LOC are certified as final to the BOCC by the Owner’s Engineer and said final certification is approved by the BOCC. If the BOCC finds that the Subdivision Improvements are complete, in accordance with the relevant specifications, the BOCC shall authorize release of the 2908211.3 10 final amount of security, within ten (10) business days following submission of the Owner’s Written Request for Final Release of LOC accompanied by the other documents required by this paragraph 3.h. ii. Notwithstanding the foregoing, upon Owner’s Written Request for Final Release of LOC, accompanied by Owner’s Engineer’s certificate of final completion of improvements, the BOCC may inspect and review the Subdivision Improvements certified as complete. If the BOCC does so review and inspect, the process contained in paragraph 3.f., above, shall be followed. iii. If the BOCC finds that the Subdivision Improvements are complete, in accordance with the relevant specifications, the BOCC shall authorize final release of security within ten (10) days after completion of such investigation. iv. If the BOCC finds that the Subdivision Improvements are not complete, in accordance with the relevant specifications, the BOCC may complete remaining Subdivision Improvements, or institute court action in accordance with the process outlined in paragraph 3.g., above. 4. SECURITY FOR REVEGETATION. a. Revegetation LOC and Substitute Collateral. $____________ of the face amount of each LOC specified in Paragraph 3a, above, shall be allocated to revegetation of disturbed areas within each Phase (“Revegetation LOC”), the cost for which is detailed as a subdivision improvement in Exhibit B. The Revegetation LOC shall be valid for a minimum of two (2) years following the Phase 3 Completion Date. The BOCC, at its sole option may permit the Owner to substitute collateral other than a Letter of Credit, in a form acceptable to the BOCC, for the purpose of securing the completion of revegetation. 2908211.3 11 b. Revegetation LOC General Provisions. The provisions of paragraphs 3.b., 3.c. and 3.d., above, dealing with Letter of Credit requirements, extension of expiration dates, increase in face amounts, plat recording, and plat vacating shall apply to the Revegetation LOC. c. Revegetation Review and Notice of Deficiency. Upon establishment of revegetation, the Owner shall request review of the revegetation work by the Garfield County Vegetation Management Department, by telephone or in writing. Such review shall be for the purpose of verification of success of revegetation and reclamation in accordance with the Garfield County Weed Management Plan 2000, adopted by Resolution No. 2002-94 and recorded in the Office of the Garfield County Clerk and Recorder as Reception No. 580572, as amended, and the revegetation/reclamation plan titled _____________ and dated _________________ for the Subdivision submitted as part of the Final Plat Documents. If the Vegetation Management Department refuses approval and provides written notice of deficiency(ies), the Owner shall cure such deficiency(ies) by further revegetation efforts, approved by the Vegetation Management Department, as such efforts may be instituted within the two (2) years following the Phase 3 Completion Date, as applicable. d. Single Request for Release of Revegetation LOC. Following receipt of written approval of the Vegetation Management Department, the Owner may request release of the Revegetation LOC and shall do so by means of submission to the BOCC, through the Building and Planning Department, of a Written Request for Release of Revegetation LOC, in the form attached to and incorporated herein by reference as Exhibit E, along with certification of completion by the Owner, or Owner’s agent with knowledge, and a copy of the written approval of the Vegetation Management Department. It is specifically understood 2908211.3 12 by the parties that the Revegetation LOC is not subject to successive partial releases, as authorized in paragraph 3.e., above. Further, the Revegetation LOC and the BOCC’s associated rights to withdraw funds and bring a court action may survive final release of the LOC securing other Subdivision Improvements, defined in paragraph 3.a., above. e. BOCC’s Completion of Revegetation and Other Remedies. If Owner’s revegetation efforts are deemed by the BOCC to be unsuccessful, in the sole opinion of the BOCC upon the recommendation of the Vegetation Management Department, or if the BOCC determines that the Owner will not or cannot complete revegetation, the BOCC, in its discretion, may withdraw and employ from the Revegetation LOC such funds as may be necessary to carry out the revegetation work, up to the face amount of the Revegetation LOC. In lieu of or in addition to drawing on the Revegetation LOC, the BOCC may bring an action for injunctive relief or damages for the Owner’s failure to adhere to the provisions of this SIA related to revegetation. The BOCC shall provide the Owner a reasonable time to cure any identified deficiency prior to requesting payment from the Revegetation LOC or filing a civil action. 5. WATER SUPPLY AND WASTEWATER COLLECTION. As stated in paragraph 13, below, prior to issuance by the BOCC of any certificates of occupancy for any residences or other habitable structures constructed within the Subdivision, Owner shall install, connect, and make operable a water supply and distribution system for potable water, fire protection, non-potable irrigation water, and a wastewater/sewer collection system in accordance with approved plans and specifications. All easements and rights-of-way necessary for installation, operation, service and maintenance of such water supply and distribution system(s) and wastewater collection system shall be as shown on the Final Plat. Owner shall deposit with the Garfield County Clerk and 2908211.3 13 Recorder executed originals of the instruments of conveyance for easements appurtenant to the water and wastewater system(s), for recordation following recording of the Final Plat and this SIA, unless such easements are established on the Final Plat. All facilities and equipment contained within the water supply and wastewater collection system(s) shall be transferred by Owner to the applicable special district or municipality by bill of sale. If a third-party water or sewer service entity requires warranty of the system(s), Owner shall provide proof to the BOCC that such warranty is in effect and, if necessary, has been assigned. 6. ROADS. Pursuant to the Final Plat Approvals, all roads within the Subdivision shall be private and privately owned and maintained. Owner shall be solely responsible for the maintenance, repair, and upkeep of said rights-of-way, including the traveled surface of the roadways and portions of the rights-of-way outside of the traveled surface. The BOCC shall not be obligated to maintain any road rights-of-way within the Subdivision. 7. PUBLIC UTILITY RIGHTS-OF-WAY. Whether or not utility easements exist elsewhere in the Subdivision, all road rights-of-way within the Subdivision shall contain rights-of- way for installation and maintenance of utilities. Public utility easements shall be dedicated by the Owner to the public utilities on the face of the Final Plat, subject to the Garfield County Road and Right-of-Way Use Regulations, recorded as Reception No. 643477, in the records of the Garfield County Clerk and Recorder, as amended. Owner shall be solely responsible for the maintenance, repair and upkeep of said public utility easements, unless otherwise agreed to with the public utility company(ies). The BOCC shall not be obligated for the maintenance, repair, and upkeep of any utility easement within the Subdivision. In the event a utility company, whether publicly or privately owned, requires conveyance of the easements dedicated on the face of the Final Plat by separate document, Owner shall execute and record the required conveyance documents. 2908211.3 14 8. INTENTIONALLY DELETED. 9. INDEMNITY. The Owner shall indemnify and hold the BOCC harmless and defend the BOCC from all claims which may arise as a result of the Owner’s installation of the Subdivision Improvements, including off-site improvements and revegetation, and any other agreement or obligation of Owner, related to development of the Subdivision, required pursuant to this SIA. The Owner, however, does not indemnify the BOCC for claims made asserting that the standards imposed by the BOCC are improper or the cause of the injury asserted, or from claims which may arise from the negligent acts or omissions of the BOCC or its employees. The BOCC shall notify the Owner of receipt by the BOCC of a notice of claim or a notice of intent to sue, and the BOCC shall afford the Owner the option of defending any such claim or action. Failure to notify and provide such written option to the Owner shall extinguish the BOCC’s rights under this paragraph. Nothing in this paragraph shall be construed to constitute a waiver of governmental immunity granted to the BOCC by Colorado statutes and case law. 10. ROAD IMPACT FEE. Pursuant to the Garfield County subdivision regulations, the following Road Impact Fees apply within the Subdivision: $___________ per residential unit. The Road Impact Fee will be collected at the time a building permit issues for a structure within the Subdivision. 11. FEES IN LIEU OF DEDICATION OF SCHOOL LAND. Owner shall make a cash deposit in lieu of dedicating land to the RE-1 School District, calculated in accordance with the LUDC and the requirements of state law. The Owner and the BOCC acknowledge and agree that the cash in lieu payment for the Subdivision is calculated as follows: Unimproved per acre market value of land, based upon an appraisal submitted to the BOCC by Owner, i.e. $_________________; and 2908211.3 15 Land dedication standard: 10 single family units x .020 acres equals .2 acres. The Owner, therefore, shall pay to the Garfield County Treasurer, at or prior to the time of recording of the Final Plat, _______________ ($___________) as a payment in lieu of dedication of land to the RE-1 School District. Said fee shall be transferred by the BOCC to the school district in accordance with the provisions of § 30-28-133, C.R.S., as amended, and the LUDC. The Owner agrees that it is obligated to pay the above-stated fee, accepts such obligations, and waives any claim that Owner is not required to pay the cash in lieu of land dedication fee. The Owner agrees that Owner will not claim, nor is Owner entitled to claim, subsequent to recording of the Final Plat of the Subdivision, a reimbursement of the fee in lieu of land dedication to the RE-1 School District. 12. SALE OF LOTS. No lots, tracts, or parcels within the Subdivision may be separately conveyed prior to recording of the Final Plat in the records of the Garfield County Clerk and Recorder. 13. BUILDING PERMITS AND CERTIFICATES OF OCCUPANCY. As one remedy for breach of this SIA, the BOCC may withhold issuance of building permits for any residence or other habitable structure to be constructed within the Subdivision. Further, no building permit shall be issued unless the Owner demonstrates to the satisfaction of the Carbondale & Rural Fire Protection District (“District”), if the District has so required, that there is adequate water available to the construction site for the District’s purposes [and all applicable District fees have been paid to the District]. Although building permits may be issued for vertical construction (structures / homes) prior to completion of the Subdivision Improvements, no certificates of occupancy shall issue for any habitable building or structure, including residences, within the 2908211.3 16 Subdivision until all Subdivision Improvements [, except revegetation] and including off-site improvements, have been completed and are operational as required by this SIA. 14. CONSENT TO VACATE PLAT. In the event the Owner fails to comply with the terms of this SIA, the BOCC shall have the ability to vacate the Final Plat as it pertains to any lots for which building permits have not been issued. As to lots for which building permits have been issued, the Plat shall not be vacated and shall remain valid. In such event, the Owner shall provide the BOCC a plat, suitable for recording, showing the location by surveyed legal description of any portion of the Final Plat so vacated by action of the BOCC. If such a Plat is not signed by the BOCC and recorded, or if such Plat is not provided by the Owner, the BOCC may vacate the Final Plat, or portions thereof, by resolution. 15. ENFORCEMENT. In addition to any rights provided by Colorado statute, the withholding of building permits and certificates of occupancy, provided for in paragraph 13, above, the provisions for release of security, detailed in paragraph 3, above, and the provisions for plat vacation, detailed in paragraph 14, above, it is mutually agreed by the BOCC and the Owner, that the BOCC, without making an election of remedies, and any purchaser of any lot within the Subdivision shall have the authority to bring an action in the Garfield County District Court to compel enforcement of this SIA. Nothing in this SIA, however, shall be interpreted to require the BOCC to bring an action for enforcement or to withhold permits or certificates or to withdraw unused security or to vacate the Final Plat or a portion thereof, nor shall this paragraph or any other provision of this SIA be interpreted to permit the purchaser of a lot to file an action against the BOCC. 16. NOTICE BY RECORDATION. This SIA shall be recorded in the Office of the Garfield County Clerk and Recorder and shall be a covenant running with title to all lots, tracts and parcels within the Subdivision. Such recording shall constitute notice to prospective purchasers and 2908211.3 17 other interested persons as to the terms and provisions of this SIA. 17. SUCCESSORS AND ASSIGNS. The obligations and rights contained herein shall be binding upon and inure to the benefit of the successors and assigns of the Owner and the BOCC. 2908211.3 18 18. CONTRACT ADMINISTRATION AND NOTICE PROVISIONS. The representatives of the Owner and the BOCC, identified below, are authorized as contract administrators and notice recipients. Notices required or permitted by this SIA shall be in writing and shall be effective upon the date of delivery, or attempted delivery if delivery is refused. Delivery shall be made in person, by certified return receipt requested U.S. Mail, receipted delivery service, or facsimile transmission, addressed to the authorized representatives of the BOCC and the Owner at the address or facsimile number set forth below: Owner: BOCC: ______________________________ ______________________________ ______________________________ ______________________________ w/copy to, ______________________________ ______________________________ ______________________________ ______________________________ Board of County Commissioners of Garfield County, Colorado c/o Building & Planning Dir. 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970) 945-8212 Fax: (970) 384-3470 2908211.3 19 19. AMENDMENT AND SUBSTITUTION OF SECURITY. This SIA may be modified, but only in writing signed by the parties hereto, as their interests then appear. Any such amendment, including, by way of example, extension of the Completion Date, substitution of the form of security, or approval of a change in the identity of the security provider/issuer, shall be considered by the BOCC at a scheduled public meeting. If such an amendment includes a change in the identity of the provider/issuer of security, due to a conveyance of the Subdivision by the Owner to a successor in interest, Owner shall provide a copy of the recorded assignment document(s) to the BOCC, along with the original security instrument. Notwithstanding the foregoing, the parties may change the identification of notice recipients and contract administrators and the contact information provided in paragraph 18, above, in accordance with the provisions of that paragraph and without formal amendment of this SIA and without consideration at a BOCC meeting. 20. COUNTERPARTS. This SIA may be executed in counterparts, each of which shall be deemed an original, and all of which, when taken together, shall be deemed one and the same instrument. 21. VENUE AND JURISDICTION. Venue and jurisdiction for any cause arising out of or related to this SIA shall lie with the District Court of Garfield County, Colorado, and this SIA shall be construed according to the laws of the State of Colorado. 22. VESTED RIGHTS. The Final Plat constitutes a Site Specific Development Plan. The BOCC agrees that Owner shall have a vested property right for a period of five years from the date of recordation of this SIA (the “Vested Rights Period”) to undertake and complete development of the Property in accordance with the Final Plat Documents and this SIA. In connection with the foregoing, (i) the maximum number of residential dwelling units and acres for residential use set forth in the Final Plat Documents, as such Final Plat Documents may be amended 2908211.3 20 from time to time upon County approval; (ii) the right to develop the Property in accordance with the uses, densities, and general locations set forth in the Final Plat Documents; (iii) the right to develop the Property in accordance with the design and development standards set forth in the LUDC and the terms and conditions set forth in the Final Plat Documents are hereby vested for the Vested Rights Period. Except as otherwise provided by statue, after the Effective Date, the County shall not take any zoning or land use action regarding the Property which would have the effect of altering, impairing, preventing, diminishing, imposing a moratorium on development, delaying, or otherwise adversely affecting any of Owner’s vested rights set forth in this Agreement. [Space intentionally left blank; signature pages follow] 2908211.3 21 IN WITNESS WHEREOF, the parties have signed this SIA to be effective upon the date of Final Plat Approval for the Subdivision. BOARD OF COUNTY COMMISSIONERS ATTEST: OF GARFIELD COUNTY, COLORADO _________________________ By: ___________________________ Clerk to the Board Chairman Date: __________________________ OWNER By: ____________________________ ________________________________ (Name and Title) Date: __________________________ STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) Subscribed and sworn to before me by ________________________, an authorized representative of __________________, Owner of the Subdivision, this ___ day of __________________, 200__. WITNESS my hand and official seal. My commission expires: ____________________________ _______________________________ Notary Public 2908211.3 22 EXHIBIT A Phasing and List of Plans and Drawings of Subdivision Improvements The project may be built in one or two distinct phases. The North Phase will consist of Lots 1-7. The South Phase will consist of Lots 8 - 10. Phase boundaries are shown on the Master Water & Sewer Plan. Due to the locations of existing water and sewer lines, it is only necessary to construct the roadway and utilities within the phase to provide adequate service to that phase. List of Subdivision Improvements Plans and Drawings [to be added] 2908211.3 23 EXHIBIT B Cost Estimate 2908211.3 24 EXHIBIT C Copy of Letter of Credit 2908211.3 25 EXHIBIT D Form Written Request for Partial Release of LOC Board of County Commissioners Garfield County, Colorado c/o Director of Community Development 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: _______________Subdivision This request is written to formally notify the BOCC of work completed for _____________________ Subdivision. As Owner [On behalf of the Owner], we request that the BOCC review the attached Engineer’s Certificate of Partial Completion and approve a reduction in the face amount of the Letter of Credit in the amount of $____________________, to a reduced face amount of $_____________________. Attached is the certified original cost estimate and work completed schedule, showing: Engineers Cost Estimate _____________ Work Completed, less 10% _____________ Reduced Face Amount of LOC _____________ Based on periodic observation and testing, the construction has been completed, to date, in accordance with the intent of the plans and specifications that were reviewed and approved by the BOCC’s representatives and referenced in Paragraph 2 of the Subdivision Improvements Agreement between the BOCC and the Owner. If further information is needed, please contact _________________________, at ___________. _____________________________ Owner or _____________________________ Owner’s Representative/Engineer 2908211.3 26 EXHIBIT E Written Request for Final Release of LOC/Revegetation LOC REQUEST FOR FINAL RELEASE OF LETTER OF CREDIT Board of County Commissioners Garfield County, Colorado c/o Director of Building and Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: _______________Subdivision This request is written to formally notify the BOCC of work completed for _____________________ Subdivision. As Owner [On behalf of the Owner], we request that the BOCC review the attached Engineer’s Certificate of Completion and approve a full release of the Letter of Credit in the amount of $____________________. Attached is the certified original cost estimate and work completed schedule, showing that all [improvements] [revegetation] required by the Improvements Agreement and secured by the Letter of Credit have been completed. Also enclosed are the following, required by the Improvements Agreement dated _______ between Owner and the BOCC, recorded at Reception No. ____________ at the Real Estate Records of the Garfield County Clerk and Recorder (the “SIA”): 1. record drawings bearing the stamp of Owner’s Engineer certifying that all [improvements] [revegetation] have been constructed/installed in accordance with the requirements of the SIA, both in hand copy and digital format acceptable to the BOCC; and 2. copies of instruments conveying real property and other interests which Owner was obligated to convey to the homeowner’s association or other entity at the time of final Plat Approval. If further information is needed, please contact _________________________, at ___________. _____________________________ Owner or _____________________________ Owner’s Representative/Engineer EXHIBIT C DESIGN GUIDELINES 1 1 THE RESERVE DESIGN GUIDELINES May 8, 2026 1. DESIGN PHILOSOPHY ....................................................................................................................... 2 2. SITE AND LANDSCAPE DESIGN GUIDELINES ................................................................................ 2 a. BUILDING SITE ................................................................................................................................ 2 b. GRADING ......................................................................................................................................... 2 c. RETAINlNG WALLS, LANDSCAPE WALLS AND FENCES ............................................................ 2 d. DRAINAGE ....................................................................................................................................... 3 e. DRIVEWAYS AND GARAGES ......................................................................................................... 3 f. OUTDOOR LIVING SPACES ........................................................................................................... 3 g. LANDSCAPE DESIGN AND MATERIALS ....................................................................................... 3 h. LIGHTING ......................................................................................................................................... 4 j. EASEMENTS, UTILITIES, SERVICE AREAS AND SATELLITE DISHES ...................................... 4 k. SIGNS ............................................................................................................................................... 5 3. ARCHITECTURAL DESIGN GUIDELINES ......................................................................................... 5 a. BUILDING HEIGHT AND MASS ...................................................................................................... 5 b. BUILDING FORMS AND MATERIALS ............................................................................................. 5 c. BUILDING STRUCTURE .................................................................................................................. 6 d. WINDOWS AND DOORS ................................................................................................................. 7 f. COLORS ........................................................................................................................................... 7 g. FIREPLACES, CHIMNEYS, VENTS, FLUES AND GUTTERS ........................................................ 7 h. PORCHES, BALCONIES AND DECKS ........................................................................................... 8 i. DORMERS ........................................................................................................................................ 8 j. SKYLIGHTS AND SOLAR PANELS ................................................................................................. 8 k. ACCESSORY DWELLING UNITS .................................................................................................... 8 4. SUBMISSION REQUIREMENTS AND FEES ..................................................................................... 8 a. REQUIRED DOCUMENTS ............................................................................................................... 8 b. DRB REVIEW PHASES ................................................................................................................... 8 c. FEES ................................................................................................................................................. 9 d. PRELIMINARY DESIGN REVIEW ................................................................................................... 9 e. PRELIMINARY DESIGN SUBMISSION REQUIREMENTS ............................................................. 9 f. FINAL DESIGN REVIEW ................................................................................................................ 10 g. FINAL DESIGN SUBMISSION REQUIREMENTS ......................................................................... 10 5. EXHIBIT A – RECOMMENDED PLANT MATERIALS ....................................................................... 13 The Reserve Design Guidelines May 8, 2026 Design Guidelines (“Guidelines”) have been prepared to provide a framework to guide the design and construction of all improvements in The Reserve. The purpose of these Guidelines is to enhance the aesthetic experience in The Reserve and promote harmonious design and to protect and enhance property 2 2 values. Development within The Reserve shall conform with these Guidelines and all applicable approvals issued for The Reserve Subdivision by the Board of County Commissioners for Garfield County, Colorado. The Design Review Board (“DRB”) of The Reserve Property Owners Association, Inc. (“Association”) has adopted these Guidelines to be the General Development Guidelines as referred to in, and in accordance with, the Declaration of Covenants, Conditions, Restrictions and Easements for The Reserve Subdivision. The DRB’s role is to provide assistance to all property owners and their chosen design professionals and to ensure that the design process is a smooth and satisfying experience. These Guidelines may be amended from time to time by the DRB and it is the responsibility of buyers or their representatives to obtain and review a copy of the most recently revised Guidelines. Where there are conflicts between these Guidelines and Garfield County codes and approvals, the most restrictive will govern. Where there are conflicts between these Guidelines and the Covenants, the Covenants will govern. 1. DESIGN PHILOSOPHY The design philosophy at The Reserve is to create a harmonious contemporary neighborhood with contextual ties to the Western mountain region and integrated with the natural landscape of the site. Within that architectural focus, a diversity of architectural designs and creativity will be encouraged. While these Guidelines do not dictate one specific architectural style, all buildings should share a number of common design elements. These design elements include site design solutions based upon lot sizes, grades, etc., scale of buildings, roof forms, consideration of surrounding architecture, and compatible materials and colors. 2. SITE AND LANDSCAPE DESIGN GUIDELINES The goal of the site and landscape design is to assure the sensitive integration of a building with its site and surroundings. a. BUILDING SITE Buildings and improvements should be sited and designed as an integral element of the lot and should adapt to adjacent lot conditions. b. GRADING Site grading should integrate the structure, the site and adjacent lots. Grading should be designed as a combination of cuts and fills designed as an extension of existing topography on the site and retaining walls may be necessary. Re-graded slopes shall not exceed 2:1. Berms shall not exceed 5 feet in height nor exceed a 2:1 grade. c. RETAINlNG WALLS, LANDSCAPE WALLS AND FENCES i. When feasible, retaining and landscape walls should be designed as an extension of the building or as an extension of the natural landscape. ii. The top and ends of walls should be designed to blend with natural contours to visually tie the wall to the surrounding landforms. Walls are to be constructed of boulders or laid stone, logs, timbers or 3 3 interlocking blocks. Railroad ties are not acceptable for use as landscape or retaining wall materials. iii. Fence materials shall be compatible with materials used on the building. Chain link, aluminum or vinyl-fencing materials are not permitted. iv. Fencing will be restricted throughout The Reserve to facilitate wildlife movements, optimize habitat availability, and reduce wildlife mortality. v. Fencing within utility easements is discouraged. Utility companies are not responsible for the restoration or repair of any fence constructed within a utility easement. vi. All fences require Design Review approval prior to construction. d. DRAINAGE Grading and drainage for conveyance of storm water and debris flow away from structures on each lot shall be the responsibility of the lot Owner, including the construction of debris flow mitigation structures as necessary to allow for conveyance of storm water and debris flow through such Owner’s lot to an appropriate street drainage swale or culvert. Drainage solutions should not cross property lines. e. DRIVEWAYS AND GARAGES i. Driveway grades must not exceed 12%. Driveways must be surfaced and may be constructed of asphalt, concrete, stone pavers or brick. Decorative gravel will also be considered by the DRC based on specific site conditions. ii. The minimum size for a parking space is 9 feet x 18 feet. iii. Garage doors are not intended to dominate the streetscapes. When garage doors face the street, garage doors must be set back a minimum of 10 feet from the front of the building or the entry porch projection. f. OUTDOOR LIVING SPACES i. Outdoor living spaces can provide an effective transition between a building and the outdoors and also reinforce the visual connection of the structure and the landscape. ii. Terraces, verandas, patios, porches courtyards, paths, walkways and other similar on- grade features should be an integral element of the design of the building and the landscape by blending with existing topography. Materials should be consistent with materials used on the building. g. LANDSCAPE DESIGN AND MATERIALS 4 4 i. The goal of landscape design is to reinforce the integration of structures and related improvements with the setting of the lot and to create a pleasant streetscape. Landscape plans shall address the following issues: appropriateness of plant material to this climate, the scale of the structure, public vs. private areas, and long term maintenance. ii. Plant materials should be indigenous to the surrounding area. A list of RECOMMENDED PLANT MATERIALS is attached hereto and incorporated herein as Exhibit A. i i i . Landscape plans should address the public face of the front and side yards as well as the private areas of the back yard. The front yard landscape plan should create a welcoming entrance to the property. A variety of tree sizes should be used in landscaping. iv. Coniferous trees should average at least eight (8) feet in height and deciduous trees shall have trunks with a minimum measurement of at least two and one half (2.5) inches as measured by a caliper at a height of three feet from the ground. The balance of the front yard shall be planted with low water use grasses, ground covers, or cobble mulch. The additional use of low water use flower and shrub beds is encouraged. Avoid planting vegetation that will obscure views at driveway entrances. The back yard or private areas can contrast to the front uses. Vegetation can be used to screen utility areas on a structure or to create private outdoor spaces. v. Landscape plantings within utility easements should be minimized. Utility companies are not responsible for the restoration of landscaping of any kind within a utility easement. h. LIGHTING i. The Reserve exterior lighting should be minimal, and used only to provide a safe, secure and easily identified community. ii. Where outdoor lighting is required, fixtures shall be shielded so that no light source is directly visible from the street or neighboring homes – down lighting is required. iii. Exterior lighting shall be designed to create pools of light rather than continuous lighting. iv. Light standards should be of a low profile design using wood, metal or stone. v. Lights which produce a warm effect, rather than a cool effect, must be used. vi. All lighting requires Design Review approval prior to construction and must comply with Garfield County Lighting Standards. i. EASEMENTS, UTILITIES, SERVICE AREAS AND SATELLITE DISHES i. Easements have been provided throughout The Reserve to allow 5 5 for the installation and maintenance of utilities. All utility lines to serve a structure shall be located underground. All utility meters shall be brought to the building foundation. ii. Satellite dishes are not permitted. iii. Roof-mounted mechanical equipment, such as evaporative coolers are to be located on roof surfaces that do not front streets or roadways, and must be painted to match roofing. iv. Utility meters, irrigation controls, phone and cable connections, air conditioners etc. must be screened from view by structure or vegetation, or be painted or stained to match their backgrounds. j. SIGNS i. Temporary signs advertising garage sales or community events shall be allowed as long as they do not exceed 2 in number and 12 square feet in aggregate area and are posted on private property. ii. For other than structures under construction, signs advertising commercial ventures of any type are prohibited. 3. ARCHITECTURAL DESIGN GUIDELINES The essence of the architectural design guidelines for The Reserve is to encourage structures that are designed to appear as a contemporary interpretation of the traditional neighborhoods of rural Garfield County and other western communities. These Guidelines also intend to protect the aesthetic values of the community through elimination of those architectural styles and those building materials that detract from the appearance of the neighborhood as a whole. Prohibited styles generally are styles from other regions that are not compatible with regional and traditional vernacular designs. Prohibited styles include, but are not limited to: A-frames; Domes; Mediterranean; Tudor; Chalets; Ornate Victorian; Chateau; and Pueblo. a. BUILDING HEIGHT AND MASS i. Maximum allowable building heights are not intended to imply that all portions of a building may be built to the maximum allowable building height limit. Rather buildings should be designed with a low profile understated appearance. For large structures, roof planes are discouraged from spanning the full length of any facade. Dormers can serve to break up roof planes. Building heights must conform to the statutes, codes, rules and regulations of Garfield County and The Reserve Planned Unit Development. ii. Building massing on larger lots should emphasize horizontal scale and form. Sloped sites may require stepping of massing to connect the structure to the site. b. BUILDING FORMS AND MATERIALS Building form is comprised of three major elements, the foundation, the 6 6 building walls and the roof. General parameters for each of these elements are outlined herein below. i. Foundations A site specific geotechnical investigation shall be conducted for each lot to determine proper foundation design and mitigation of potential geologic hazards. In order to “ground” a building with its site, a minimum of exposed foundation concrete is desired. Masonry materials may help ground the building where foundation walls are above grade. Siding should be extended to within 6 inches of finished grade to minimize exposed foundation concrete. A parged finish or stucco coating (finished concrete) or masonry veneer may cover the exposed foundation concrete to allow a finished surface to exceed the 6 inches maximum exposure. Landscape walls may also be used to minimize exposed concrete foundation walls. An initial Preliminary Geotechnical Engineering Report was prepared for The Reserve on October 13, 2023. The report included the following information for consideration of foundation design: “The overburden soils (clay, silt and sand) near anticipated foundation elevations could exhibit high to very high collapse potential as discussed in Section 3.1. We recommend a deep foundation such as drilled piers, helical piers (screw piles) or micropiles be used to support structures. Deep foundations should extend to the underlying bedrock. Bedrock was not encountered in the test holes presented in Figure 3 above to the maximum explored depth of 30 feet. For planning purposes, we estimate bedrock depths of 50 to 80 feet, which would require foundation depths on the order of 50 to 100 feet. A friction pile may be an acceptable alternative depending on assumed depth of wetting and foundation loads. A design level investigation should be performed to provide lot-by-lot recommendations,” ii. Building Walls A sample board of exterior materials to be used will be required for submission to the DRB at the time of final plan review. Stucco, non-reflective metal panel, wood, stone, or cement based sidings are encouraged. Other siding materials may be considered by the DRB on a case-by-case basis. iii. Roofs Non-reflective metal, architectural grade fiberglass based asphalt roofing shingles, and synthetic architectural shingles are recommended. Other roofing materials may be considered by the DRB on a case-by-case basis. c. BUILDING STRUCTURE 7 7 Exposed structural elements, such as, beams, purlins, rafters and columns may be expressed in all buildings. Structural expression should be consistent through all elements of a building - the foundation, the walls and the roof. d. WINDOWS AND DOORS i. Windows and doors provide an opportunity to reinforce building scale and to add interest and individual expression to a building. Windows and doors should be designed as an integral architectural element of the building. All windows and doors should appear to be recessed and large areas of glass should be shaded by overhangs, balconies or similar features in order to establish shadow patterns to reduce reflectivity of the glass. ii. Windows and doors shall be designed in proportion with the overall structure and form of the building. The treatment of all windows and doors should be consistent on all sides of a building. Window frames should appear as substantial building elements. The substantial cross section of framing and trim around windows and doors creates shadow lines that add interest to a building’s facade. Windows of unusual shapes and sizes, or the use of colored, highly tinted or mirrored glass is prohibited. Vinyl or aluminum clad white exterior frame windows are prohibited. e. COLORS i. An underlying goal of The Reserve is for all buildings to be designed in harmony with the natural surroundings of Garfield County. All building colors should be selected to achieve this goal. ii. The colors of exterior building materials shall be in quiet harmony with the natural landscape of the surrounding hillsides and are encouraged to reflect the agri-industrial influences of the region. Natural finishes or transparent or semi-transparent stains may be used on wood materials. The use of paint requires muted colors, somewhat darker in value, for the background colors. Accent colors can be used to add interest to a home, but in no case should accent colors call undue attention to any single element of a building. Accent colors should be taken from natural colors found in the immediate surrounding area. iii. Acceptable roof colors are weathered greens, grays, browns, black, and bronze selected in concert with the colors and textures of the building. iv. All colors, including but not limited to those for roofing, siding, stucco, trim, cladding and concrete, are subject to DRB approval. f. FIREPLACES, CHIMNEYS, VENTS, FLUES AND GUTTERS Fireplaces are limited to gas or electric devices only. No open hearth solid- fuel fireplaces will be allowed. Chimneys should be designed in proportion 8 8 to the building and generally reflect a simple, understated appearance. Chimney caps to conceal flues are required. All other rooftop equipment and vents must be consolidated, concealed and/or painted to match the roof color. Gutters, when used, must blend in color with the building. g. PORCHES, BALCONIES AND DECKS i. Balconies and above grade decks provide outdoor living space and add interest and scale to a building. Above grade balconies and decks should be designed as an integral element of the building. Balconies and decks should be designed within the mass of a building, or as a cantilevered element of the building. In no case shall projecting decks be supported by narrow posts or columns. ii. The underside of balconies and decks above grade shall be treated or stained to match the building. Railings on balconies and above grade decks shall be treated or stained to match the building. Railings on balconies, decks, stairs and porches should be made of materials that appear to be natural extensions of the building. h. DORMERS The use of dormers should be considered to establish scale to roof forms and to break up the appearance of large roof planes. When used, dormers should be in scale and proportion with the rest of the building. i. SKYLIGHTS AND SOLAR PANELS Skylights and solar panels shall be integrated into the architectural composition. j. ACCESSORY DWELLING UNITS Accessory dwelling units may be located on Lots 1-10. 4. SUBMISSION REQUIREMENTS AND FEES a. REQUIRED DOCUMENTS The required documents to be submitted for each phase of DRB review are enumerated below. All plans must list the name, address and telephone number of the lot Owner and design professionals responsible for the preparation of the plans submitted for review. This shall include, but not be limited to: architectural design, soils engineering, structural engineering, and land survey. Each drawing shall be drawn to an appropriate scale, include a north arrow, graphic scale, lot number, date prepared (including revisions) and clearly delineate required information. b. DRB REVIEW PHASES i. There are two phases of DRB review– A Preliminary Review and a mandatory Final Review. ii. Under no circumstances may any construction be commenced 9 9 until Final Review approval has been obtained in writing from the DRB pursuant to Section 4.2 herein below. c. FEES i. The DRB will process the submissions for the following fees: Preliminary Design Review $___________ Final Design Review (Mandatory) $___________ ii. These fees are based upon the review of a single submission and one resubmission to address DRB comments. If any changes are made to the plans that are not a requirement of the DRB, the Resubmittal fee will be charged. Additional charges will be imposed for additional reviews. d. PRELIMINARY DESIGN REVIEW Each preliminary design review will include the preliminary design review, one meeting related to the review, one resubmittal of the preliminary design review, approval letter, phone calls, miscellaneous copies, and administrative costs. The Preliminary Review should be utilized to avoid a substantial investment in plans and drawings that may not be acceptable and to allow the DRB the opportunity to provide the applicant with comments of a general nature before said plans and drawings are finalized Applicants are encouraged to meet periodically with the DRB as design progresses to discuss any questions. The Preliminary Review approval shall automatically expire one year from the date of issuance. e. PRELIMINARY DESIGN SUBMISSION REQUIREMENTS The submission requirements for Preliminary Review are contained here below. 1. Site Plan The Site Plan shall accurately show all proposed improvements/changes to the property. It must show existing and revised contours, the roof plan (with elevations above existing grade), walks, drives, parking, fences, drainage structures, landscaping and out-buildings or structures of any kind. The Site Plan must indicate the outline of all structure(s) as the same meets the adjoining grade. The Site Plan must also show setbacks, easements of record, the location of existing and proposed drainage facilities (and proposed drainage patterns) and utilities and/or utility extensions and meters. The site plan must also show existing trees and clearly indicate those to be removed. The plan must provide dimensions which delineate the location of each improvement on the lot. 10 10 2. Exterior Elevations and 3D Digital Model Drawings or plans containing a minimum of four elevation views and a 3D digital model, which sufficiently portray the structure(s) from all sides, are required. The elevation views must show existing and finish grades and the height of the roof above the existing grade. All proposed exterior materials must be noted on the drawings, including, but not limited to, siding materials, colors, roof materials and window types. 3. Floor Plans Floor plans delineating the layout of each level of the structure are required. The plans must set forth the use of each area (i.e. kitchen, bedroom, etc.), the elevation of each floor level, its square footage, and show adjoining decks or patios. The floor plans must provide complete dimensions, including square footage, of the structure. f. FINAL DESIGN REVIEW Each final design review will include the final design review, one meeting related to the review, one resubmittal of the final design review, site visits for foundation inspection, dry-in inspection, and final review for construction completion deposit refund, comment and approval letters, phone calls, miscellaneous copies and administrative costs. i. The mandatory final review (“Final Review”) should take place during the “construction document” planning phase. Plans and specifications should be sufficiently complete to provide the DRB with final structural, color and material selection information. ii. As part of the submission for final review, each lot shall be staked and certified by a registered Land Surveyor verifying building location within the approved building envelope. iii. The Final Review approval shall automatically expire one year from the date of issuance. g. FINAL DESIGN SUBMISSION REQUIREMENTS The submission requirements for Final Review are set forth herein. i. Site Plan The site plan (“Site Plan”) shall accurately show all proposed improvements/changes to the property. It must show existing and revised contours, the roof plan (with elevation above existing grade), walks, drives, parking, exterior lighting, fences, drainage structures, landscaping and out-buildings or 11 11 structures of any kind. The Site Plan must indicate the outline of all structure(s) as the same meets the adjoining grade. The Site Plan must also show the building setbacks, easements of record, the location of existing and proposed drainage facilities (and proposed drainage patterns) and utilities and/or utility extensions and meters. The Site Plan must show all structures, finished paving and walk materials, drainage structures, debris flow mitigation structures and locations, site construction details, landscaping and proposed areas of revegetation. The Site Plan must also show existing trees and clearly indicate those to be removed. The plan must provide dimensions which delineate the location of each improvement on the lot. ii. Construction Staging Plan The construction staging plan must delineate temporary construction access, construction parking, erosion control measures, dumpsters, sanitary facilities, construction trailers and material storage areas to be used during construction. iii. Exterior Elevations and 3D Digital Model Elevation drawings and a 3D digital model rendered to match the proposed structure are required. Drawings or plans containing a minimum of four elevation views, accurately depicting the structure(s) from all sides, are required. The elevation views must show existing and finished grades and the height of the roof above the existing grade. All proposed exterior materials must be noted on the drawings, including, but not limited to, siding materials, colors, roof materials and window types. iv. Floor Plans Floor plans delineating the layout of each level of the structure are required. The plans must set forth the use of each area (i.e. kitchen, bedroom, etc.), the elevation of each floor level, its square footage, and show adjoining decks or patios. The floor plans must provide complete dimensions of the structure, and a summary of square footages by floor and the total for the building. v. Geotechnical Investigation Lots within The Reserve are subject to geologic conditions and potential geologic hazards similar to those found in other developments in the area and are typical of mountainous terrain. Accordingly, a site specific geotechnical investigation is required for each lot so as to incorporate engineering solutions and construction methods appropriate for structures in this locale, to include, where required, mitigation of rockfall, debris and mud flow and ground subsidence. A copy of the geotechnical investigation must be included with the Final Review submittal. The geotechnical investigation must be prepared and sealed by a professional 12 12 engineer. The geotechnical report must be certified by a licensed professional in the field. The applicant should not rely on the DRB to evaluate these documents for adequacy or sufficiency. The role of the DRB is strictly limited to a determination that such reports and drawings have been prepared and certified by licensed professionals and such determination shall in no way be deemed or construed as an approval or certification by the DRB of the adequacy of such geotechnical reports or their compliance with applicable statutes, codes, rules or regulations. The DRB reserves the right, at the cost of the Owner, to retain on behalf of the DRB a consultant to advise the DRB on the submission. The approval is conditioned on the Owner obtaining appropriate licenses and/or permits from Garfield County and/or other applicable governmental agencies as a condition to constructing the related improvements. vi. Utilities All utility lines to serve a building shall be located underground. All utility meters shall be brought to the building foundation. vii. Roof Plan A roof plan showing all roof penetrations, chimneys, skylights, mechanical equipment, etc. must be submitted for DRB review. viii. Color Samples Exterior color samples representative of the actual exterior materials to be used must be submitted for DRB review. This shall include, but not be limited, to siding, trim, fascia, roofing, window cladding, stone, and masonry materials. ix. Exterior Lighting Catalogue sheets must be provided for exterior lighting, including landscape lighting. x. Structural Drawing The structural drawings are to include detailed plans for the foundation as well as the structural components of the improvements. Member sizes and design criteria are to be provided. Plans must be prepared and sealed by a professional engineer, licensed in the State of Colorado. 5. EXHIBIT A – RECOMMENDED PLANT MATERIALS EVERGREEN TREES: Pinon Pine Pinus Edulis Bristlecone Pine Pinus Aristata Austrian Pine Pinus Nigra Ponderosa Pine Pinus Ponderosa Mugo Pine Pinus Mugo Rostrata Mugo Pine Pinus Mugo Rostrata Colorado Spruce Picea Pungens Columnar Norway Spruce Picea Abies Cupressina Northstar Spruce Picea glauca ‘North Star’ Fat Albert Spruce Picea Pungens ‘Fat Albert’ Montgomery Spruce Picea Pungens ‘Montgomery’ Fastigiata Spurce Picea Pungens var. glauca ‘Fastigiata’ Douglas Fir Pseudotsuga Menziesii Subalpine Fir Abies lasiocarpa Concolor Fir Abies Concolor Arborvitae Thuja Occidentalis “Emerald” DECIDUOUS TREES: Prairifire Crabapple Malus Prairifire Royal Raindrop Crabapple Malus Royal Raindrop Spring Snow Crabapple Malus Spring Snow American Linden Tilia Americana Sentry Greenspire Linden Tilia Cordata Greenspire Narrowleaf Cottonwood Populus Angustifolia Quaking Aspen Populus Tremuloides Canada Red Chokecherry Prunus Virginiana Shubert Chokecherry Prunus Virginiana ‘Schubert’ Amur Chokecherry Prunus Maackii Imperial Honeylocust Gleditsia Triacanthos Inermis Imperial Shademaster Honeylocust Gleditsia Triacanthos Shademaster Skyline Honeylocust Gleditsia Triacanthos Skyline Thornless Cockspur Hawthorn Crataegus Crusgalli Inermis Autumn Purple Ash Fraxinus Americana Autumn Blaze Maple Acer x Freemanii Ginnala Maple Acer Ginnala Norway Maple Acer Platanoides Emerald Lustre Maple Acer Platanoides Pond Red Sunset Maple Acer Rubrum Royal Red Maple Acer Platanoides ‘Royal Red’ Sensation Boxelder Maple Acer Negundo Swamp White Oak Quercus Bicolor Bur Oak Quercus Macrocarpa Newport Plum Prunus Cerasifera Globe Willow Salix Matsudana I SHRUBS: Acrer ginnala Amur Maple Amelanchier alnifolia Saskatoon Serviceberry Amelanchier Canadensis Shadowblow Serviceberry Aronia melanocarpa Chokeberry Cargana frutex Russian Peashrub Caryopteris incana Bluemist Spirea Cercocarpus ledifolius Curleaf Mountain Mahogany Cercocarpus montanus Mountain Mahogany Cornus sericea Dogwood varieties (Varieties: Red Twig, Colorado Red Osier, Kelsey’s Dwarf and Yellow Twig) Cotoneaster acutifolia Peking Cotoneaster Cotoneaster apiculata Cranberry Cotoneaster Cotoneaster horizontalis Rock Cotoneaster Euonymus alatus compacta Dwarf Burning Bush Forsythia intermedia Lynwood Gold Forsythia Jamesia americana Waxflower Lonicera tatarica Tatarian Honeysuckle varieties Lonicera involucrate Twinberry Honeysuckle Ligustrum vulgare Common Privet varieties Mahonia aquafolium Oregon Grape Holly Physocarpus opulifolis Ninebark Potentilla fruticosa var. Potentilla varieties Physocarpus opulifolia Ninebark Prunus besseyi Western Sandcherry Prunus cistena Purpleleaf Sandcherry Prunus tomentosa Nanking Cherry Prunus virginiana Green Chokecherry Ribes alpinum Alpine Currant Ribes cereum Golden Currant Ribes odoratum Yellow Flowering Currant Rhus var. Sumac varieties Sambucus pubens Red berries Artemesia tridentate Big Sage Chrysothamnus sp. Rabbitbrush Shepherdia argentia Silver buffaloberry Rosa foetida bicolor Austrian copper rose Rosa harisonii Harrison Yellow Rose Rosa hugonis Father Hugo’s Rose Rosa rugosa Rugosa Rose Salix purpurea ‘Nana’ Arctic Blue Willow Spirea bumalda Spirea varieties (Varieties: Anthony Waterer and Froebel) Spiraea vanhouttei Bridalwreath spirea Symphoricarpos orbiculatus Red Coralberry Symphoricarpos ablus Snowberry Syringa culgaris Common Lilac (purple and white) Vibernum dentatum Arrowwood Vibernum Vibernum lantana Wayfaring Tree Vibernum Vibernum lentago Nannyberry Vibernum Vibernum opulus ‘Roseum’ Snowball Vibernum Juniperus chinensis Pfitzer Juniper varieties Juniperus Sabina Savin Juniper varieties Juniperus horizontalis Horizontal Juniper varieties I EXHIBIT D MASTER DECLARATION FOR THE RESERVE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE RESERVE Page 1 of 47 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE RESERVE THIS DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE RESERVE (this “Declaration”) dated as of _______ ___, 202__, shall be effective upon recordation and is made by _________________ LLC, a Colorado _______ (the “Declarant”). WHEREAS, Declarant is the owner of certain real property in Garfield County, Colorado, more particularly described on Exhibit A attached and made part of this Declaration by this reference (the “Property”); and WHEREAS, Declarant desires to set forth this Declaration of Covenants, Conditions and Restrictions for The Reserve, NOW, THEREFORE, the parties hereby declare as follows: ARTICLE I. IMPOSITION OF COVENANTS 1.1. Purpose. The purpose of this Declaration is to create a planned community under the name “The Reserve” (the “Community”) pursuant to the Colorado Common Interest Ownership Act as set forth in Article 33.3, Title 38, Colorado Revised Statutes (the “Act”), for the Lots and other improvements located on the Property. There shall be a maximum of ten (10) residential Lots within the Community. Those portions of the Property not comprising the Lots are Common Elements and may be so designated on the Plat (defined below). No additional Lots may be established on the Property by Subdivision of existing Lots, conversion of designated Common Elements, or otherwise. 1.2. Intention of Declarant. Declarant desires to establish and impose a common and general plan for the improvement, development, use and occupancy of the Community, all to protect and enhance the value, desirability, and attractiveness of the Community and to further a plan for the improvement, marketing, sales, and ownership thereof, and promote and safeguard the health, comfort, safety, convenience, and welfare of the Owners of Lots in the Community. 1.3. Declaration. To accomplish the purposes and intentions recited above, Declarant for itself and its successors and assigns hereby submits the Property, together with all improvements, appurtenances, and facilities relating to or located on the Property now and in the future, to the provisions of the Act, and hereby imposes upon all of the Property the covenants, conditions, restrictions, easements, reservations, rights-of-way, and other provisions of this Declaration below, and Declarant hereby declares that all of the Property shall be held, sold, conveyed, encumbered, leased, rented, occupied, and improved, subject to the provisions of this Declaration. Page 2 of 47 1.4. Covenants Running with the Land. All provisions of this Declaration shall be deemed to be covenants running with the land. The benefits, burdens, and other provisions contained in this Declaration shall be binding upon and shall inure to the benefit of Declarant, all Owners, and their respective heirs, executors, administrators, personal representatives, successors, and assigns. ARTICLE II. DEFINITIONS The following words, when used in this Declaration, shall have the meanings designated below unless the context shall expressly provide otherwise: 2.1. “Act” means the Colorado Common Interest Ownership Act as set forth in Article 33.3, Title 38, Colorado Revised Statutes, as such act exists on the date hereof, except to the extent that the applicability of future amendments to the Act are mandatory. 2.2. “Allocated Interests” means the Common Expense liability and votes in the Association allocated to each Lot. The Common Expense liability shall be allocated equally amongst the Lots, so that each Owner is responsible for 1/10 of the Common Expense liability. One (1) vote in the Association is allocated to each Lot in the Community. 2.3. “Articles of Incorporation” or “Articles” means the Articles of Incorporation of The Reserve Owners Association which have been filed with the office of the Secretary of State of Colorado, as the same may be amended from time to time. 2.4. “Assessment” or “Assessments” means the Regular, Special and Reimbursement Assessments levied pursuant to Article 7 below. Assessments are also referred to as a Common Expense liability under the Act. 2.5. “Association” means The Reserve Owners Association, a Colorado nonprofit corporation, and its successors and assigns. The Association acts through its Executive Board unless a vote of the Owners is otherwise specifically required by this Declaration or by the Articles of Incorporation or Bylaws of the Association. 2.6. “Association Documents” means the basic documents creating and governing the Community, including, but not limited to, this Declaration, the Articles of Incorporation and Bylaws of the Association, and any procedures, rules, regulations, or policies relating to the Community adopted under such documents by the Association or the Executive Board. 2.7. “Association Property” means: (a) all real and personal property now or hereafter owned by the Association; (b) all Common Elements now or hereafter owned by the Association; and (c) all real or personal property with respect to which the Association holds an easement or license for the use, care, or maintenance thereof, or for which the Association has a right or duty to Page 3 of 47 maintain, and which property is held for the common use and enjoyment of the Members pursuant to the terms and provisions of this Declaration. As of the date of this Declaration, the Association Property is subject to the Permitted Exceptions. 2.8. “Budget” means a written, itemized estimate of the Common Expenses to be incurred by the Association in performing its functions under this Declaration and adopted by the Executive Board pursuant to Section 7.7 of this Declaration. 2.9. “Bylaws” mean the Bylaws of the Association which have been or will be adopted by the Executive Board of the Association, as the same may be amended from time to time. 2.10. “Common Elements” means all the Community except the portions thereof which constitute Lots or portions that have been conveyed to the Association pursuant to the Plat or otherwise. Upon completion of construction of all Lots, the Common Elements shall be conveyed to the Association, subject to the beneficial use thereof by the Owners and the other rights herein expressed. The Common Elements include the road and bike path. 2.11. “Common Expense(s)” means any expenditures made or liabilities incurred by or on behalf of the Association, together with any allocations to reserves, including, but not limited to, the following: (a) The costs of maintenance, management, operation, snowplowing, repair, and replacement of the Common Elements and of all other parts of the Community which are owned, managed, or maintained by the Association or a Managing Agent; (b) The costs of maintaining, replacing, and improving the landscaping on the Common Elements which are owned, managed, or maintained by the Association or a Managing Agent; (c) The costs of improvements constructed from time to time by the Association on or in connection with the Common Elements if such improvements are to be owned, managed, or maintained by the Association or a Managing Agent, if such costs were included within a duly adopted Budget; (d) The costs of management and administration of the Association, including, but not limited to, compensation paid by the Association to managers, accountants, attorneys, and employees, and/or costs provided to be paid by the Owners in accordance with the terms of this Declaration pursuant to the respective Management Agreements, if any, for the operation, management, and/or maintenance of the Community; (e) The costs of insurance maintained by the Association as required or permitted herein; (f) The costs of services which are provided to the Association, or the Community or parts thereof and not individually assessed to Lots, and other services which generally benefit and Page 4 of 47 enhance the value and desirability of the Community; (g) Reasonable reserves for contingencies, replacements, and other proper purposes as deemed appropriate by the Executive Board to meet anticipated costs and expenses including, but not limited to, maintenance, repair and replacement of Common Elements, which are owned, managed or maintained by the Association or a Managing Agent, which must be maintained, repaired, or replaced on a periodic basis; (h) Taxes paid by the Association; (i) The costs incurred by any committees that may be established from time to time by the Executive Board and compensation that may be paid by the Association to members of such committees; (j) Reimbursement of Executive Board Members for the actual and necessary expenses incurred in attending educational meetings and seminars on responsible governance of unit owners’ associations, if the course content of such educational meetings and seminars is specific to Colorado and makes reference to applicable sections of the Act; (k) All expenses expressly declared to be Common Expenses by this Declaration, all expenses lawfully determined to be Common Expenses by the Executive Board, and all expenses agreed upon as Common Expenses by the Members of the Association; and (l) Other expenses incurred by the Association for any reason whatsoever in connection with the Common Elements or property owned by the Association, or the cost of any other item or service provided or performed by the Association pursuant to any of the Association Documents or in furtherance of the purposes of the Association or in the discharge of any duties or powers of the Association. 2.12. “Community” means all of the Property, depicted and described as The Reserve, according to the Plat thereof, situated in a portion of _______________________________, City of __________, County of Garfield, State of Colorado, recorded ____________, 202__ as Reception No. ____________, together with all improvements and other amenities now or hereafter located thereon, and together with all easements, rights, appurtenances and privileges belonging or in any way pertaining thereto. 2.13. “Declarant” means _____________________ LLC, a Colorado limited liability company and its successors and assigns. No party other than CEI Acquisitions LLC shall exercise the rights and privileges reserved herein to Declarant unless such party shall receive and duly record in the real property records of Garfield County, Colorado, a written assignment from Declarant of all or a portion of such rights and privileges. Then such other party shall be deemed a successor and assign of Declarant only as to the particular rights and privileges of Declarant under this Declaration which are specifically designated in that written instrument. The term “affiliate of Declarant” shall Page 5 of 47 have the meaning set forth in Section 38-33.3-103(1) of the Act. 2.14. “Declaration” means this Declaration of Covenants and Conditions for The Reserve, together with any supplement or amendment to this Declaration, recorded by Declarant in the office of the Clerk and Recorder of Garfield County, Colorado. 2.15. “Director” means a member of the Executive Board. 2.16. “DRB” means the design review board created pursuant to Section 3.4. 2.17. “Executive Board” means the governing body of the Association, as provided in this Declaration, the Articles of Incorporation, and Bylaws of the Association. 2.18. “Improvements” means all buildings, sheds, outbuildings, accessory buildings, accessory dwelling units, parking areas, loading areas, fences, walls, hedges, plants, poles, antennae, driveways, signs, changes in any exterior color or shape, excavation, and all other site work, including, without limitation, grading, utility improvements, removal of trees or plants. “Improvements” include original improvements and all later changes and improvements. “Improvements” do not include turf, shrub or tree repair or replacement of a magnitude which does not change exterior colors or exterior appearances. 2.19. “Lot(s)”, also referred to as “Lots,” refer to those parts of the Property designated on the Plat for fee simple ownership by an Owner or Owners and shall, by definition, exclude Common Elements. 2.20. “Management Agreement” means any agreement or arrangement entered into for purposes of discharging the responsibilities of the Executive Board relative to the operation, maintenance, and management of the Community. 2.21. “Managing Agent” means a person, firm, corporation, or other entity employed or engaged as an independent contractor pursuant to a Management Agreement to perform management services for the Community. 2.22. “Maximum Rate” shall mean two percentage points greater than that rate of interest charged by a bank (designated from time to time by the Executive Board) to the best commercial customers of the designated bank for short-term loans and identified as the “prime rate” by such bank as of the date on which such Maximum Rate is imposed with respect to any amount payable under this Declaration, or if less, the maximum rate allowed by law. 2.23. “Member” means a Person, or if more than one, all Persons collectively, who constitute the Owner of a Lot. 2.24. “Mortgage” means any unpaid and outstanding mortgage, deed of trust, or other Page 6 of 47 security instrument recorded in the office of the Clerk and Recorder of Garfield County, Colorado, which secures financing for the construction or development of the Community, or which encumbers a Lot. “First Mortgage” means an unpaid and outstanding mortgage, deed of trust, or other security instrument recorded in the office of the Clerk and Recorder of Garfield County, Colorado, which secures financing for the construction or development of the Community or which encumbers a Lot, and which, in any case, has priority of record over all other recorded liens except those governmental liens made superior by statute (such as general ad valorem tax liens and Special Assessments). 2.25. “Mortgagee” means any person or entity named as a mortgagee or beneficiary under any Mortgage, or any successor to the interest of any such person under such Mortgage. “First Mortgagee” means the Mortgagee under a First Mortgage. 2.26. “Occupant” means any person who is a tenant in a Lot, pursuant to a lease with the Owner thereof, or any person who is present within the Community as a family member, guest, agent, licensee, or invitee of an Owner, an Occupant, the Association, or a Managing Agent. 2.27. “Owner” means any record owner (including Declarant, and including a contract seller, but excluding a contract purchaser), whether a natural person or persons, or an entity, of a fee simple title interest in and to any Lot; excluding, however, any record owner with an interest therein merely as a Mortgagee (unless such Mortgagee has acquired fee simple title interest in the Lot pursuant to foreclosure or any proceedings in lieu of foreclosure). The term “Owner” shall be analogous to the term “Lot Owner,” as that term is defined in the Act. 2.28. “Permitted Exceptions” means all liens, encumbrances, reservations, restrictions, conditions, easements and other matters of record, as of the date this Declaration is recorded, which encumber the title to all or any part of the Community. This Declaration shall be subject to such Permitted Exceptions. The Permitted Exceptions are listed in attached Exhibit C. 2.29. “Person” means a natural person, a corporation, a partnership, a limited liability company, an association, a trust, or any other entity or combination thereof. 2.30. “Plat” means the Plat of The Reserve, situated in a portion of __________________________________, County of Garfield, State of Colorado, as recorded ____________ as Reception No. __________ in the Office of the Clerk and Recorder of Garfield County, Colorado, as said Plat may be amended from time to time. 2.31. “Property” means the real property described in the attached Exhibit A. 2.32. “Regular Assessment” means a charge against each Owner and the Owner’s Lot for purposes of covering the annual costs of operating and administering the Association and all other Commons Expenses levied pursuant to Section 7.6 below. 2.33. “Reimbursement Assessment” means a charge against a particular Owner and the Page 7 of 47 Owner’s Lot for purpose of reimbursing the Association for costs and expenses incurred by the Association in connection with the enforcement of any provision hereof or the remedying of any violation by the Owner or an Occupant of any of the Association Documents, as amended, or for other purposes set forth in the Declaration, pursuant to Section 7.10 hereof, together with any late charges and interest as provided for herein. Reimbursement Assessment shall include without limitation any Common Expense caused by the misconduct of any Owner or of such Owner’s Occupants. 2.34. “Rules and Regulations” means such rules and regulations as may be adopted from time to time by the Executive Board, as provided in Section 6.10 of this Declaration. 2.35. “Special Assessment” means a charge against each Owner and the Owner’s Lot for purposes of reimbursing the Association for costs and expenses incurred or to be incurred by the Association for the purpose of paying for construction, reconstruction, repair or replacement of capital improvements within the Community, the costs of which were not included in a Regular Assessment, or for excess reconstruction costs or other extraordinary expenses, or for funding any operating deficit of the Association, as authorized by the Executive Board from time to time as provided herein. 2.36. “Successor Declarant” means any party or entity to whom Declarant assigns any or all of its rights, obligations, or interest as Declarant, as evidenced by an assignment or deed of record executed by both Declarant and the transferee or assignee and recorded in the office of the Clerk and Recorder of Garfield County, Colorado, designating such party as a Successor Declarant. Upon such recording, Declarant’s rights and obligations under this Declaration shall cease and terminate to the extent provided in such document. Each capitalized term not otherwise defined in this Declaration or in the Plat shall have the same meanings specified or used in the Act. ARTICLE III. DIVISION OF COMMUNITY INTO UNITS 3.1. Division Into Lots. As of the recording of this Declaration, the Property has been divided into ten (10) residential Lots. Each Lot does or will consist of a fee simple interest in a lot and single-family home and any outbuildings to be constructed on such lot. 3.2. Description of a Lot. Every contract, deed, lease, security interest and every other legal document or instrument affecting title to a Lot may legally describe the Lot as follows: Lot ____, The Reserve, according to the Plat of The Reserve, recorded on ____________, 202__ as Reception No. _________, and according to the Declaration of Covenants, Conditions and Restrictions for The Reserve recorded Page 8 of 47 ___________, 202___ as Reception No. __________, all in the Office of the Clerk and Recorder of Garfield County, Colorado. Such description shall be legally sufficient for all purposes to sell, convey, transfer, encumber or otherwise affect the Lot and its appurtenances, including all improvements thereon, and to incorporate all of the rights, interests, obligations, restrictions and burdens appurtenant or incident to ownership of a Lot as set forth in this Declaration and the Plat. Each such description shall be construed to include a non-exclusive easement over the Common Elements for appropriate ingress and egress to and from each Lot, and a non-exclusive right to use and enjoy the Common Elements, subject to all applicable provisions of this Declaration. 3.3. Nonpartionability of Common Elements. Subject to the provisions of this Article and Article 6 below, the Common Elements shall be owned by the Association as herein provided and shall remain physically undivided. No Owner shall bring any action for partition or division of the Common Elements. By acceptance of a deed or other instrument of conveyance or assignment to a Lot, each Owner of the Lot shall be deemed to have specifically waived such Owner’s right to institute or maintain a partition action or any other cause of action designed to cause a division of the Common Elements, and this Section 3.5 may be pleaded as a bar to the maintenance of such an action. Any Owner who shall institute or maintain any such action shall be liable to the Association and hereby agrees to reimburse the Association for the Association’s costs, expenses, and reasonable attorneys’ fees in defending any such action. Such amounts shall automatically become a Reimbursement Assessment determined and levied against such Owner’s Lot and enforced by the Association in accordance with Sections 7.12, 7.13, and 7.14 below. Notwithstanding the foregoing, the Association shall have the right to dedicate, sell or otherwise transfer all or any part of the Common Elements to any public, governmental, or quasi- governmental agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the Owners. However, such dedication or transfer of the Common Elements shall not be effective unless an instrument has been signed by Owners holding an aggregate interest equal to at least sixty-seven percent (67%) of the total Association votes allocated to the Owners, agreeing to such dedication, sale, or transfer. Notwithstanding the preceding sentence, the granting of easements by a majority of voting Directors of the Executive Board, for public utilities, for access by pedestrians or for other public purposes not inconsistent with the intended use of the Common Elements shall not be deemed a transfer requiring such consent of the Owners within the meaning of this Section. 3.4. Initial Construction Approval; Additions, Alterations, or Improvements. The approval of the DRB shall be required for any Improvement constructed, installed, or made within any Lot, except that no approval shall be required for any Improvement constructed, installed, or made by the Association. (a) Members of the DRB. The DRB shall consist of up to three members appointed by the Executive Board. The Executive Board may remove and appoint new Page 9 of 47 members to the DRB at the Executive Board’s discretion. No member of the DRB is required to be an Owner. If adopted, the Design Guidelines may include other minimum qualifications for the members of the DRB. The DRB may include design or construction professionals who charge the Association for services, in which case, the applying Owner shall include amounts sufficient to cover the Association’s costs in paying such professionals. (b) Design Guidelines. Subject to approval by the Executive Board, the DRB may adopt guidelines regarding anything relevant to the DRB’s functions under this Declaration, including, without limitation: the construction, alteration or removal of Improvements; the use of approved prefabricated construction; design and landscape standards for Improvements; materials, colors, textures and other aesthetic matters concerning Improvements; the orientation, height, mass, size and location of any Improvements; deposits to be made by an Owner applicant for the purpose of guarantying compliance with such guidelines or this Declaration; procedures for the submissions of plans and specifications by an Owner to the DRB for its review, approval, or denial with conditions of such plans and specifications; and fines or other reasonable penalties for violation of any provision of this Declaration or the Design Guidelines, if implemented; and procedures for verification that completed Improvements comply with any DRB approval concerning the same, including any conditions for such approval. Following approval by the Executive Board, such guidelines shall be the “Design Guidelines” and shall have the same force and effect as if expressly cited as covenants, conditions, and restrictions in this Declaration. The Design Guidelines and any amendments thereto shall be consistent with the terms of this Declaration. All amendments to the Design Guidelines shall be approved by the Executive Board. (c) Professional Consultants. The DRB is authorized to retain the services of one or more architects, landscape architects, land planners, designers, engineers, and other persons as reasonably deemed necessary by the DRB to advise and assist the DRB in performing its functions under this Section 3.4. The fees and other charges of such consultants’ services shall be paid promptly by the Applicant as to whose application such services are requested by the DRB. (d) Schedule of Fees and Deposits. Each Applicant shall be required to pay the fees and other charges imposed by the DRB for reviewing a request. The DRB may establish and provide to Owners from time to time a current schedule of fees and other charges for the review and processing of applications. (e) Submission of Plans. No improvements shall be constructed or permitted to any Lot by any Owner, Occupant, or employee or agent thereof, without the prior written approval of the Executive Board. All structures shall be erected in a conventional manner using individual assembled or unassembled building materials, which shall be less than the entire building or major portion thereof (stick construction). No Page 10 of 47 additions, alterations, changes, or improvements shall be constructed, made, done, or permitted to any Lot by any Owner, Occupant, or employee or agent thereof, without the prior written approval of the Executive Board. Without limiting the generality of the foregoing, said restrictions shall apply to and include (i) painting, staining or other alteration or change of the exterior of a Lot, including doors and windows, or (ii) alteration or change of any Common Elements. The foregoing restrictions shall not apply to non-structural additions, alterations, changes, or improvements to the interior of a Lot that are not visible from outside the Lot, that have no adverse impact on another Lot, and that comply with this Declaration and with all applicable laws, ordinances, regulations, and codes. No Owner or Occupant shall have any right to alter, change or improve in any way the Common Elements or any part thereof, said Common Elements being the exclusive responsibility and jurisdiction of the Association. Prior to work on any Improvement, the Owner shall submit to the DRB such plans and specifications and other items as may be required by the Design Guidelines or as the DRB shall reasonably request showing the nature, kind, shape, width, height, color, materials, orientation, and location of the proposed Improvement. (f) Criteria for Approval. The DRB shall exercise its best judgment to the end that all modifications conform to and harmonize with neighboring structures. The DRB shall have the absolute right to deny any requested changes which the DRB reasonably determines do not conform to and harmonize with neighboring structures. (g) Inspection of Work. The DRB or its duly authorized representative shall have the right to inspect any Improvement at any time prior to or after completion. The DRB shall also have the right to investigate and inspect any Improvement that it suspects has not been properly brought before its review. (h) Notice to Comply. If the DRB finds that any Improvement has been or is being constructed without obtaining all required approvals of the DRB to, and any conditions imposed by the DRB or has not been accomplished as promptly and diligently as possible, then the DRB shall give notice to the Owner of the noncompliance in a “Notice to Comply.” The Notice to Comply shall specify the noncompliance and shall require the Applicant to take such action as may be necessary to remedy the noncompliance. (i) Correction of Noncompliance. Upon receipt of a Notice to Comply, the Owner shall remedy or remove the same within a period specified in the Notice to Comply, but in no case later than 45 days after the date of the Notice to Comply (unless the DRB grants additional time due to cure). If the Owner fails to comply with the Notice to Comply within such period, the DRB may, at its option, file the Notice to Comply for Recording against the Lot on which the noncompliance exists, may enter upon the Lot and remove the non-complying Improvement or may otherwise remedy the noncompliance by taking such actions as the DRB determines are necessary or desirable, and the Owner shall reimburse the DRB upon demand, for all Page 11 of 47 expenses incurred therewith. If the Owner does not promptly pay such expenses to the DRB, the Association may levy a Specific Assessment against the Owner’s Parcel for such expenses. The right of the DRB to remedy or remove any noncompliance may be exercised by the Association and shall be in addition to all other rights and remedies which the DRB and/or the Association may have at law, in equity, or under the Design Guidelines and this Declaration. (j) Implied Waiver or Estoppel. No action or failure to act by the DRB shall constitute a waiver or estoppel with respect to future action by the DRB with respect to any Improvement. Specifically, the approval by the DRB of any Improvement shall not be deemed a waiver of any right or an estoppel to withhold approval or consent to any similar Improvement or any similar proposals, plans, specifications, or other materials submitted with respect to any Improvement. (k) Liability. The Association and the DRB, and their respective officers, directors, members, employees, agents, and consultants (the “Indemnified Parties”) shall not be responsible or liable for any defects in any plans and specifications submitted, revised, or approved hereunder, nor for any defects in construction pursuant to such plans or specifications. Approval of plans and specifications under this Declaration shall not constitute any representation by the Indemnified Parties that such plans or specifications comply with applicable governmental regulations and other codes and shall not relieve any Owner of its obligation to comply with applicable law, regulations, and codes. In addition, the Indemnified Parties shall not be liable in damages to anyone applying for approval of an Improvement, or to any Owner affected by this Declaration, by reason of mistake in judgment, negligence or nonfeasance arising out of or in connection with the approval, disapproval, approval with conditions or failure to approve such Improvement. (l) Indemnification. The Association shall indemnify the Indemnified Parties who was or is a party to or is threatened to be made a party to any threatened, pending or completed action, suit or proceeding, whether civil, criminal, administrative or investigative (other than an action by or in the right of the Association), by reason of the fact that the individual was or is one of the Indemnified Parties against costs, claims, liabilities, expenses (including expert witness and attorneys’ fees), judgments, fines and amounts paid in settlement which are or have been actually and reasonably incurred by such individuals in connection with such threatened, pending or completed action, suit or proceeding if such person acted in good faith and in a manner such person reasonably believed to be in the best interest of the Association, and, with respect to any criminal proceeding or action, had no reasonable cause to believe such conduct was unlawful. The termination of any action, suit or proceeding judgment, order, settlement or conviction, or upon a plea of nolo contendere or its equivalent shall not in of itself create a presumption that the person did not act in good faith and in a manner which such individual reasonably believed to be in the best interest of the Association and, with respect to any criminal action or proceeding, has reasonable cause to believe that his or her conduct was unlawful. 3.5. Fences Page 12 of 47 (a) Definition. For purposes of this section 3.5, “Fence” shall mean and refer to any fence which is built as a part of the original construction of the Community and placed over any two Lots or on or immediately adjacent to a dividing line between any two Lots. (b) Sharing of Repair or Maintenance. Unless otherwise provided herein, the cost of reasonable repair and maintenance of a shared fence shall be shared by the Owners who make use of the fence in proportion to such use. If the Owner of one Lot sharing a fence refuses to pay his proportionate share of the cost of repair or maintenance, then the other Owner may cause the Fence to be repaired and shall be entitled to assess the cost attributable against the non-paying adjoining Owner’s Lot, and the same shall become and remain a lien against the Lot, until fully paid. Said lien may be foreclosed in the manner provided by law for the foreclosure of a mortgage on real property. (c) Destruction by Fire or Other Casualties. If a shared fence is destroyed or damaged by fire or other casualty, any Owner who has used the fence may restore it and, if the other Owners thereafter make use of the fence, they shall contribute to the cost of the restoration thereof in proportion to such use without prejudice, however, to the right of any such Owner to call for a larger contribution from the others under any rule of law regarding liability for negligent or willful acts or omissions. If one Owner causes the fence to be restored and any other Owner uses the fence and does not contribute to the costs of the fence’s restoration, the Owner who caused the fence to be restored shall be entitled to assess the cost attributable against the non-paying adjoining Owner’s Lot, and the same shall become and remain a lien against such property until fully paid. The lien may be foreclosed in the manner provided by law for the foreclosure of a mortgage on real property. (d) Arbitration. The Executive Board shall resolve all disputes arising concerning fences, or under the provisions of this Section. The decision of the Executive Board shall be final. (e) Association’s Option to Repair. Notwithstanding any other provision of this Section 3.5, the Association may, in its sole discretion make any repairs to Fences which the Association deems necessary and the cost for said repairs shall be assessed equally against the Lots benefited by said repairs unless the repairs are necessitated by intentional acts or negligence of one Owner in which case the Owner causing the damage shall pay for all costs of repairs. ARTICLE IV. OWNER’S PROPERTY RIGHTS IN COMMON ELEMENTS 4.1. Common Elements. Every Owner (and Owner’s Occupant, as designated by that Owner) shall have a perpetual right and easement of access over, across, and upon the Common Elements for all purposes for which such Common Elements were established and as required for the purpose of entering and exiting such Owner’s Lot, the parking area of such Owner and the public ways for both pedestrian and vehicular travel, which right and easement shall be appurtenant to and pass with the transfer of title to such Lot; provided, however, that such right and easement shall be subject to the following: Page 13 of 47 (a) The covenants, conditions, restrictions, easements, reservations, rights-of-way, and other provisions contained in the Association Documents; (b) The right of the Association to adopt, from time to time, all Rules and Regulations concerning the Common Elements as the Association may determine is necessary or prudent; and (c) No Owner or Occupant shall place any structure or improvement whatsoever upon the Common Elements, nor shall any Owner or Occupant engage in any activity which will temporarily or permanently impair free and unobstructed access to or use of all parts of the Common Elements by all Owners and by the Association. Notwithstanding the foregoing, the Association shall take no action which unreasonably restricts any Owner’s or Occupant’s right and easement of access over, across and upon the Common Elements to his/her/its Lot(s). 4.2. Redesignation of Common Elements. Any redesignation of the boundaries of the Common Elements shall be approved by a majority of voting Directors of the Executive Board. ARTICLE V. MEMBERSHIP AND VOTING RIGHTS IN ASSOCIATION 5.1. Association Membership. Every Owner shall be a Member of the Association and shall remain a Member for the period of the Owner’s ownership of a Lot. No Owner, whether one or more Persons, shall have more than one membership per Lot owned, but all the Persons owning a Lot shall be entitled to rights of membership and of use and enjoyment appurtenant to ownership of a Lot. Membership in the Association shall be appurtenant to, may not be separated from, and shall automatically pass with fee simple ownership of a Lot. However, any Owner may appoint, in a written instrument furnished to the secretary of the Association, a delegate to exercise the rights of such Owner as a Member of the Association, and in the event of such appointment, the delegate shall have the power to cast votes on behalf of the Owner as a Member of the Association, subject to the provisions of and in accordance with the procedures more fully described in the Bylaws of the Association. 5.2 Voting Rights. Each Member, including Declarant, shall have one (1) Allocated Interest for each Lot owned by such Member to vote in accordance with the Bylaws, provided in no event shall there be more than one (1) vote per Lot. The Allocated Interest for voting of each Member, expressed as a percentage, shall be determined by stating the number of Lots owned by such Owner as the numerator, and the number of Lots located in the Properties at any given time as the denominator. Cumulative voting shall not be allowed. If title to a Lot is owned by more than one (1) Person, such Persons shall collectively vote their interest as a single vote. Page 14 of 47 5.3 Executive Board. The affairs of the Association shall be managed by an Executive Board. The number, term and qualifications of the Executive Board shall be fixed in the Bylaws. The Executive Board may, by resolution, delegate portions of its authority to officers of the Association, but such delegation of authority shall not relieve the Executive Board of the ultimate responsibility for management of the affairs of the Association pursuant to the Act. Action by or on behalf of the Association may be taken by the Executive Board or any duly authorized executive committee, officer, agent, or employee without a vote of Members, except as otherwise specifically provided in this Declaration or the Act. The Executive Board may not act on behalf of the Association to amend this Declaration, to terminate the Community, or to elect Directors or determine the qualifications, powers and duties, or terms of office of Directors, but the Executive Board may fill Director vacancies in its membership for the unexpired portion of any term. 5.4 Period of Declarant Control of Association. Notwithstanding any other provisions hereof, Declarant shall have and hereby reserves the power to appoint and remove, in his sole discretion, the Directors on the Executive Board and the officers of the Association during the period commencing upon the recording of this Declaration and terminating no later than the earlier of (a) sixty (60) days after conveyance of seventy-five percent (75%) of the Lots that may be created to Owners other than Declarant; (b) two (2) years after the last conveyance of a Lot by the Declarant in the ordinary course of business; (c) two (2) years after any right to add new Lots was last exercised; or (d) when, in its discretion, Declarant so determines. 5.5 Termination of Contracts and Leases of Declarant. The following contracts and leases, if entered into before the Executive Board elected by the Owners pursuant to C.R.S. § 38- 33.3-303(7) takes office, may be terminated without penalty by the Association at any time after the Executive Board elected by the Owners pursuant to said C.R.S. § 38-33.3-303(7) takes office, upon not less than ninety (90) days’ notice to the other party: (i) any management contract, employment contract or lease of recreational or parking areas or facilities; (ii) any other contract or lease between the Association and Declarant or an affiliate of Declarant; or (iii) any contract or lease that is not bona fide or was unconscionable to the Owners at the time entered into under the circumstances then prevailing. 5.6 Notice to Owners. Notice of matters affecting the Owners may be given by the Association and other Lot Owners by (a) posting on a dedicated and official The Reserve Owners Association web site with notice provided by electronic mail (“e-mail”) to all Owners who have furnished the Association with their e-mail address; (b) posting on a web site with notice provided by first-class mail to the Owner’s address last appearing in the records of the Association or supplied by an Owner to the Association for the purpose of notice; or (c) mailing a copy of the notice and associated documents by first-class mail to the Owner’s address last appearing in the records of the Association or supplied by an Owner to the Association for the purpose of notice. ARTICLE VI ASSOCIATION RIGHTS AND DUTIES Page 15 of 47 6.1 Association; General Powers. The Association has been formed as a Colorado nonprofit corporation under the Colorado Revised Nonprofit Corporation Act to manage the affairs of the Community. The Association shall serve as the governing body for all the Owners and Occupants for the protection, improvement, alteration, maintenance, repair, replacement, administration and operation of the Common Elements, the levying and collection of Assessments for Common Expenses and other expenses of the Association, and such other matters as may be provided in this Declaration, the Articles and the Bylaws. (a) The Association shall have all the powers, authority and duties as may be necessary or appropriate for the management of the business and affairs of the Community, including without limitation all the powers, authority and duties of a nonprofit corporation formed under the Colorado Revised Nonprofit Corporation Act, and all of the powers and duties provided for in the Act. (b) The Association shall have the power to assign its right to future income, including the right to receive Common Expense assessments, but only upon the affirmative vote of the Owners of Lots holding a majority of the votes in the Association. (c) The Association shall not be deemed to be conducting a business of any kind, and all funds received by the Association shall be held and applied by it for the Owners in accordance with the provisions of this Declaration, the Articles, and the Bylaws. (d) The Association shall have the power to employ and discharge employees, agents, independent contractors, and consultants, including lawyers and accountants. 6.2 Association Management Duties and Responsibilities. Subject to the rights and obligations of Declarant and other Owners as set forth in this Declaration, the Association shall be responsible for the administration, operation, management, and control of the Community, including the maintenance responsibilities set forth in Article 8 below. 6.3 Responsible Governance Duties. To promote responsible governance, the Association shall maintain accounting records using generally accepted accounting principles and adopt policies, procedures and rules and regulations concerning collection of unpaid assessments; handling of conflicts of interest involving board members; conduct of meetings, which may refer to applicable provisions of the nonprofit code or other recognized rules and principles; enforcement of covenants and rules, including notice and hearing procedures and the schedule of fines; inspection and copying of Association records by Owners; investment of Reserve funds; and procedures for the adoption and amendment of policies, procedures and rules. 6.4 Owner’s Negligence. If the need for maintenance, repair, or replacement of all or any portion of the Common Elements is caused through or by the negligent or willful act or omission of an Owner, or by any Owner’s Occupant, or violation of any provision of the Association Documents by an Owner, or Owner’s Occupant, then the expenses incurred by the Association for such maintenance, repair, or replacement shall be a personal obligation of such Owner. Each Owner shall indemnify, defend, and hold the Association harmless from any loss, damage, expense, or liability arising from the circumstances described in the sentence immediately above. If the Owner fails to Page 16 of 47 repay the expenses incurred by the Association within seven (7) days after notice to the Owner of the amount owed, then the failure to so repay shall be a default by the Owner under the provisions of this Section 6.4, and such expenses shall automatically become a Reimbursement Assessment determined and levied against such Lot, enforceable by the Association in accordance with Sections 7.11, 7.12, and 7.13 below. 6.5 Delegation of Management and Maintenance Duties. The Association, through the Executive Board, may delegate all or any part of their powers and duties to one or more Managing Agents, including Declarant. Notwithstanding the delegation by the Executive Board to one or more Managing Agents, such parties shall not be relieved of their responsibilities under this Declaration and no such delegation shall modify specific requirements in the Association Documents for approval of certain actions by the Executive Board or by members of the Association. 6.6 Limitation Upon Liability of Association. NOTWITHSTANDING THE DUTY OF THE ASSOCIATION TO MAINTAIN AND REPAIR PORTIONS OF THE COMMUNITY, THE ASSOCIATION SHALL NOT BE LIABLE TO OWNERS FOR INJURY OR DAMAGE, OTHER THAN FOR THE COST OF MAINTENANCE AND REPAIR, CAUSED BY ANY LATENT CONDITION OF THOSE PORTIONS OF THE COMMUNITY TO BE MAINTAINED AND REPAIRED BY THE ASSOCIATION, OR CAUSED BY THE ELEMENTS OR OTHER OWNERS AND PERSONS. 6.7 Acquiring and Disposing of Personal Property. The Association may acquire, own, and hold for the use and benefit of all Owners tangible and intangible personal property, and may dispose of the same by sale or otherwise. Each Owner may use such personal property in accordance with the purposes for which it is intended, without hindering or encroaching upon the lawful rights of other Owners. 6.8 Issuance of Rules and Regulations. The Executive Board may, by a majority of the Directors, make and amend reasonable Rules and Regulations governing the use and rental of the Lots and the use and operation of Common Elements. The Executive Board shall provide thirty (30) days written notice prior to the adoption or amendment of any Rules and Regulations and provide for a reasonable opportunity for Owners to comment at an open meeting of the Executive Board on the proposed adoption or amendment of any Rules and Regulations. Copies of the currently effective Rules and Regulations shall be made available to each Owner and Occupant upon request and payment of the reasonable expense of copying the same. Each Owner and Occupant shall comply with such Rules and Regulations and each Owner shall see that Occupants claiming use through such Owner comply with such Rules and Regulations. Such Rules and Regulations shall have the same force and effect as if they were set forth in and were part of this Declaration. In the event of conflict between the Rules and Regulations and the provisions of this Declaration, the provisions of this Declaration shall govern. Such Rules and Regulations may establish penalties (including the levying and collection of fines) for the violation of such Rules and Regulations or any provision of this Declaration, the Articles, or the Bylaws. Page 17 of 47 6.9 Enforcement of Association Documents. The Association or any aggrieved Owner may take judicial action against any Owner or Occupant to enforce compliance with such Rules and Regulations and with the other provisions of the Association Documents to obtain damages for noncompliance or for injunctive relief, or both, all to the extent permitted by law. 6.10 Implied Rights. The Association may exercise all other rights or privileges given to it by this Declaration, or by the other Association Documents, or as may otherwise be given to it by law, and every other right or privilege reasonably to be implied from the existence of any right or privilege given to the Association in the Association Documents or reasonably necessary to effectuate any such right or privilege. ARTICLE VII ASSESSMENTS 7.1 Assessment Obligation. Declarant, for each Lot in the Community, shall be deemed to covenant and agree, and each Owner, by acceptance of a deed therefor (including a public trustee's or sheriff's deed), whether or not it shall be so expressed in any such deed or other instrument of conveyance, shall be deemed to covenant and agree, to pay to the Association: (1) Regular Assessments or charges, (2) Special Assessments, and (3) Reimbursement Assessments, such assessments to be established and collected as hereinafter provided (collectively the "Assessments"). The Assessments, together with interest, late charges, costs, and reasonable attorneys' fees, shall be a continuing lien and security interest upon the Lot against which each such Assessment is charged. The obligation for such payments by each Owner to the Association is an independent covenant, with all amounts due from time to time payable in full without notice (except as otherwise expressly provided in this Declaration) or demand, and without set-off or deduction of any kind or nature. Each Owner is liable for Assessments made against such Owner's Lot during his period of ownership of the Lot. Each Assessment, together with interest, late charges, costs, and reasonable attorneys' fees, shall also be the joint, several and personal obligation of each Person who was an Owner of such Lot at the time when the Assessment became due. Upon the transfer of title to a Lot, the transferor and the transferee shall be jointly, severally, and personally liable for all unpaid Assessments and other charges due to the Association prior to the date of transfer, and the transferee shall be personally liable for all such Assessments and charges becoming due thereafter. 7.2 Statutory Lien. The Association has a statutory lien pursuant to C.R.S. §38-33.3-316 of the Act on the Lot of an Owner for all Assessments levied against such Lot or fines imposed against such Lot's Owner from the time the Assessment or fine becomes due (the "Assessment Lien"). Fees, charges, late charges, attorneys' fees, fines, and interest charged by the Association pursuant to the Act or this Declaration are enforceable as Assessments. The amount of the lien shall include all such items from the time such items become due. If an Assessment is payable in installments, the Association has an Assessment Lien for each installment from the time it becomes due, including the due date set by the Executive Board' acceleration of installment obligations. An Assessment Lien is extinguished unless proceedings to enforce the lien are instituted within 6 years after the full amount of Assessments becomes due. Page 18 of 47 7.3 Lien Superior to Homestead and Other Exemptions. An Assessment Lien shall be superior to any homestead exemption now or hereafter provided by the laws of the State of Colorado or any exemption now or hereafter provided by the laws of the United States. The acceptance of a deed subject to this Declaration shall constitute a waiver of the homestead and any other exemption as against said Assessment Lien. 7.4 Priority of Lien. An Assessment Lien is prior to all other liens and encumbrances on a Lot except as follows: (a) Liens and encumbrances recorded before the recordation of this Declaration; (b) A security interest on the Lot which has priority over all other security interests on the Lot and which was recorded before the date on which the Assessment sought to be enforced became delinquent. An Assessment Lien is prior to the security interest described in the preceding sentence to the extent of an amount equal to the Regular Assessments (based on a Budget adopted by the Association pursuant to Section 7.7 below) which would have become due, in the absence of any acceleration, during the 6 months immediately preceding institution by the Association or any party holding a lien senior to any part of the Association lien created under this Article 7 of an action or a nonjudicial foreclosure either to enforce or to extinguish the lien; (c) Liens for real estate taxes and other governmental assessments or charges against the Lot; and (d) As may otherwise be set forth in the Act. The priority of mechanics' and materialmen's liens is not affected by the Act. This Article 7 does not prohibit an action or suit to recover sums for which this Article 7 creates a lien or prohibit the Association from taking a deed in lieu of foreclosure. Sale or transfer of any Lot shall not affect the lien for an Assessment. 7.5 Perfection of Lien. The recording of this Declaration constitutes record notice and perfection of the statutory lien. No further recordation of any claim of lien for Assessments is required; however, a claim may be recorded at the Association's option, in which event costs and attorneys' fees incurred in connection with the preparation and filing of such claim shall be assessed against the Lot as a Reimbursement Assessment. 7.6 Regular Assessments. (a) A Regular Assessment shall be made annually against each Lot based upon an annual Budget prepared by the Executive Board, for purposes of paying (i) the annual costs of operating and administering the Association and all other Common Expenses, (ii) the costs of services rendered or expenditures incurred by the Association to or for less than all Lots, which shall be assessed only to Page 19 of 47 the Lots benefited and then equally among them, (iii) reasonable reserves for contingencies, replacements, and other proper purposes, and (iv) such other matters as may be reasonably determined by the Executive Board to be the subject of a Regular Assessment; (b) Regular Assessments shall be allocated in accordance with the Allocated Interests of each Lot in the Community pro rata according to the Allocated Interest of such Lots. If Common Expense liabilities are reallocated, Common Expense Assessments and any installment thereof not yet due shall be reallocated in accordance with the reallocated Common Expense liabilities. (c) Regular Assessments shall be levied on a calendar year basis, except that the initial Regular Assessment period shall commence on the first day of the calendar month or quarter in which the first Lot is conveyed by Declarant to a person other than Declarant. Regular Assessments shall be paid in installments on a monthly, quarterly or semi-annual basis, as the Executive Board may determine from time to time, and shall be due either on the first day of each calendar month or on the first day of each calendar year quarter (January 1, April 1, July 1 and October 1), or on the first day of a semi-annual period (e.g. January 1, July 1) as appropriate. Unless and until changed to a quarterly or semi-annual system by the Executive Board, Regular Assessments shall be due and payable on the first day of each calendar month. Any Owner acquiring a Lot between installment due dates shall pay a pro rata share of the immediately preceding installment. (d) The Executive Board shall fix the amount of the Regular Assessment, using the Budget procedure described below, at least 30 days before the end of each calendar year. Written notice of the Regular Assessment shall be sent to each Owner. Failure of the Executive Board to timely fix and levy the Regular Assessments for any year or to send a notice thereof to any Owner shall not relieve or release any Owner from liability for payment of Regular Assessments or any installments thereof for that or subsequent years as soon as the Executive Board levies the Regular Assessment and provides notice thereof. (e) The Executive Board shall also mail to each Owner at least 10 days prior to the due date thereof a written notice of the amount of the next monthly (or quarterly or semiannual, as the case may be) installment of Regular Assessment that is due from such Owner, and the date on which such installment is due pursuant to subparagraph (d) above. Failure of the Executive Board to send timely notice to any Owner of an installment of Regular Assessment due shall not relieve or release any Owner from liability for payment of that installment as soon as the Executive Board in fact provides such notice. (f) In accordance with §38-33.3-314 of the Act, any surplus funds remaining after payment of or provision for Association expenses and any prepayment of or provision for reserves shall be carried forward as a credit against the next year's budget. 7.7 Association Budget. The Executive Board will establish a preliminary Budget when prior to the sale of the first Lot in the Community. The, the Executive Board shall adopt a Budget for the remainder of the calendar year. The Budget shall provide for the allocation of any surplus funds Page 20 of 47 remaining from any previous Budget period. Within thirty (30) days after adoption of any proposed Budget for the Association, the Executive Board shall mail, by ordinary first-class mail, or otherwise deliver, a summary of the Budget to all the Owners and shall set a date for a meeting of the Owners to consider ratification of the Budget not less than 14 nor more than 60 days after the mailing or other delivery of the summary. Such meeting may, but need not be, concurrent with the annual meeting of the Members as provided in the Bylaws. Unless at that meeting 67% of the Owners reject the Budget, the Budget shall be ratified, whether or not a quorum of Owners is present. In the event the proposed Budget is rejected, the Budget last ratified by the Owners shall be continued until such time as the Owners ratify a subsequent Budget proposed by the Executive Board. 7.8 Special Assessments. In addition to the Regular Assessments and Reimbursement Assessments authorized in this Article 7, the Executive Board may levy, in any assessment year, a Special Assessment applicable to that year only for the purpose of defraying, in whole or in part, the cost of any construction, reconstruction, repair, maintenance, or replacement of capital improvements (including related fixtures and personal property) to or upon or serving the Community, or for excess reconstruction costs or other extraordinary expenses, or for funding any operating deficit of the Association. Except in the event of an emergency, or an excess tort liability, where no membership vote shall be required, the Executive Board shall not levy a Special Assessment without the approval of the Owners in the Community as provided below. Written notice of any meeting called for the purpose of levying a Special Assessment shall be sent to all Owners no less than 30 or more than 50 days before the meeting. At the meeting, the presence of Owners in person or by proxy that are entitled to cast 60 percent of the votes in the Association shall constitute a quorum. If the required quorum is not present, another meeting may be called pursuant to the same notice requirements, and the required quorum at this second meeting shall be only 30 percent of the votes in the Association. No such second meeting shall be held more than 60 days following the date of the first meeting. Provided a quorum of Owners entitled to vote is present in person or by proxy, in accordance with the quorum requirements set forth in the preceding paragraph, then the affirmative vote of a majority of the Owners so present shall constitute approval of the proposed Special Assessment. For purposes of this Section 7.8, the term "emergency" shall mean any circumstances or set of circumstances which pose an imminent threat of loss, damage, or injury, actual or threatened, to persons or property. Special Assessments shall be allocated in the same manner as Regular Assessments, that is, in accordance with the Allocated Interests of each Lot in the Community and shall be due and payable to the Association on the due date fixed by the Executive Board in the notice given to the Owners of such Special Assessment, which due date shall be no earlier than 30 days after the giving of such notice. 7.9 Reimbursement Assessments. In addition to the Regular and Special Assessments authorized hereunder, the Executive Board may levy against any Owner or Owners, at any time and from time to time, a Reimbursement Assessment for purposes of reimbursing the Association for all Page 21 of 47 costs and expenses incurred by it in enforcing any provision of or in remedying any violation of this Declaration, the Articles and Bylaws, or any Rules and Regulations, by such Owner or Owners, their Occupant(s), or their agents, employees or contractors. Reimbursement Assessments may also be made by the Executive Board for any other purposes for which this Declaration provides for the levying of a Reimbursement Assessment. Finally, and in addition to the foregoing, a Reimbursement Assessment may also be levied in the form of a reasonable fine against an Owner for a violation of this Declaration, the Articles, Bylaws, or the Rules and Regulations, but only after the Owner(s) to be so fined have been provided with notice and a hearing as provided in the policies. Reimbursement Assessments shall be due and payable to the Association on the due date fixed by the Executive Board in the notice given to the Owner(s) of such Reimbursement Assessment, which date shall be no earlier than 30 days after the giving of such notice. 7.10 Declarant’s Obligation to Pay Assessments. Declarant shall be obligated to pay the Regular and Special Assessments (including installments thereof) on each Lot owned by it. 7.11 Effect of Nonpayment of Assessments. If any Regular, Special, or Reimbursement Assessment (or any installment of the Assessment) is not fully paid within thirty (30) days after the same becomes due and payable, then as often as the same may happen, (i) interest shall accrue at the Maximum Rate on any amount of the Assessment which was not paid within such 30-day period or on the amount of Assessment in default, whichever shall be applicable, accruing from the due date until date of payment, (ii) the Association may declare due and payable all unpaid quarterly or other installments of the Regular Assessment or any Special Assessment otherwise due during the fiscal year during which such default occurred, (iii) the Association may thereafter bring an action at law or in equity, or both, against any Owner personally obligated to pay the same, and (iv) the Association may proceed to foreclose its lien against the particular Lot in the manner and form provided by Colorado law for foreclosure of real estate mortgages. If any Owner fails to timely pay assessments or any money or sums due to the Association, the Association may require reimbursement for collection costs and reasonable attorney’s fees and costs incurred as a result of such failure without the necessity of commencing a legal proceeding. An action at law or in equity by the Association against an Owner to recover a money judgment for unpaid Assessments (or any installment thereof) may be commenced and pursued by the Association without foreclosing or in any way waiving the Association’s lien for the Assessments. If any such Assessment (or installment thereof) is not fully paid when due and if the Association commences such an action (or counterclaims or cross-claims for such relief in any action) against any Owner personally obligated to pay the same, or proceeds to foreclose its lien against the particular Lot, then all unpaid installments of Regular and Special Assessments and all Reimbursement Assessments (including any such installments or Assessments arising during the proceedings of such action or foreclosure proceedings), any late charges, any accrued interest under this Section 6.12, the Association’s costs, expenses, and reasonable attorneys’ fees (including legal assistants’ fees) incurred for any such action and/or foreclosure proceedings shall be taxed by the court as part of the costs of any such action or foreclosure proceedings and shall be recoverable by Page 22 of 47 the Association from any Owner personally obligated to pay the same and from the proceeds from the foreclosure sale of the particular Lot in satisfaction of the Association’s lien. Foreclosure or attempted foreclosure by the Association of its lien shall not be deemed to stop or otherwise preclude the Association from again foreclosing or attempting to foreclose its lien for any subsequent Assessments (or installments thereof) which are not fully paid when due or for any subsequent Reimbursement Assessments. The Association shall have the power and right to bid on or purchase any Lot at foreclosure or other legal sale and to acquire and hold, lease, or mortgage the Lot, or exercise the votes in the Association appurtenant to ownership of the Lot, and to convey, or otherwise deal with the Lot acquired in such proceedings. First Mortgagees shall be entitled to cure any delinquency of the Owner of a Lot encumbered by the First Mortgagee in the payment of Assessments. In that event, the First Mortgagee shall be entitled to obtain a release from the lien imposed or perfected by reason of such delinquency. In any action by the Association to collect Assessments or to foreclose a lien for unpaid Assessments, the court may appoint a receiver to collect all sums alleged to be due from the Owner prior to or during the pending of the action. The court may order the receiver to pay any sums held by the receiver to the Association during the pending of the action to the extent of the Association's Regular Assessments. 7.12 Appurtenance to Lot; Lien Notice. The Regular, Special, and Reimbursement Assessments (including installments of the Assessments) arising under the provisions of this Declaration (together with all interest, costs, late charges, expenses, and reasonable attorneys’ fees, including legal assistants’ fees, which may arise under the provisions of Section 7.12 above) shall be burdens running with, and a perpetual lien in favor of the Association upon, the specific Lot to which such Assessments apply. To further evidence such lien upon a specific Lot, the Association may, but shall not be obligated to, prepare a written lien notice setting forth the description of the Lot, the amount of Assessments on the Lot unpaid as of the date of such lien notice, the rate of default interest as set by the Bylaws of the Association and Section 7.12 above, the name of the Owner of the Lot, and any and all other information that the Association may deem proper. Any such lien notice shall be signed by a member of the Executive Board, an officer of the Association, or the Managing Agent and shall be recorded in the office of the Clerk and Recorder of Garfield County, Colorado. Any such lien notice shall not constitute a condition precedent or delay the attachment of the lien, but such lien is a perpetual lien upon the Lot and attaches without notice at the beginning of the first day of any period for which any Assessment is levied. 7.13 Successor’s Liability for Assessments. Notwithstanding the personal obligation of each Owner of a Lot to pay all Assessments on the Lot, and notwithstanding the Association’s perpetual lien upon a Lot for such Assessments, all successors in interest to the fee simple title of a Lot, except as provided in Section 7.15 below, shall be jointly and severally liable with the prior Owner of the Lot for any and all unpaid Assessments, interest, late charges, costs, expenses, and attorneys’ fees against such Lot, without prejudice to any such successor’s right to recover from any Page 23 of 47 prior Owner any amounts paid thereon by such successor. However, such successor in interest shall be entitled to rely upon the existence and status of unpaid Assessments, interest, late charges, costs, expenses, and attorneys’ fees as shown upon any certificate issued by or on behalf of the Association to such named successor in interest pursuant to the provisions of Section 7.15 below. 7.14 Statement of Status of Assessments. Upon fourteen (14) calendar days written request, delivered personally or by certified mail, first class postage prepaid, return receipt requested, to the Managing Agent, Executive Board or the Association’s registered agent and payment of a reasonable fee set from time to time by the Executive Board, any Owner, prospective purchaser of a Lot, or Mortgagee shall be furnished, by personal delivery or by certified mail, first class postage prepaid, return receipt requested, to the inquiring party (in which event the date shall be deemed the date of delivery) a statement of the Owner’s account setting forth: (a) The amount of any unpaid Assessments, interest, late charges, costs, expenses, and attorneys’ fees then existing against a particular Lot; (b) The amount of the current installments of the Regular Assessment and the date that the next installment is due and payable; (c) The date of the payment of any installments of any Special Assessments then existing against the Lot; and (d) Any other information deemed proper by the Association. Upon the issuance of such a certificate signed by a Director, by an officer of the Association, or by a Managing Agent, the information contained therein shall be conclusive upon the Association as to the person or persons to whom such certificate is addressed and who rely on the certificate in good faith. Unless such a statement of status of Assessments is delivered as described above within said fourteen (14) business day period, the Association shall have no right to assert a priority lien upon the Lot over the inquiring party’s interest for unpaid Assessments which were due as of the date of the request. 7.15 Assessments for Tort Liability. In the event of any tort liability against the Association, which is not covered completely by insurance, each Owner shall contribute for the payment of such liability as a Special Assessment. The Association may, however, require a larger contribution from fewer than all Owners under any legal or equitable principles regarding liability for negligent or willful acts or omissions. 7.16 Liens. Except for Regular, Special, and Reimbursement Assessment liens as provided in this Declaration, mechanics’ liens (except as provided in Article 13 below), tax liens, and judgment liens and other liens validly arising by operation of law and liens arising under Mortgages, there shall be no other liens obtainable against the Common Elements or against the interest of any Lot in the Common Elements. Page 24 of 47 ARTICLE VIII MAINTENANCE RESPONSIBILITY 8.1 General. All property within the Community, including without limitation all Lots and Common Elements, shall be kept and maintained in clean and attractive condition and in good order, condition and repair. 8.2 Responsibility of the Owner. The Owner at the Owner’s expense shall maintain and keep in repair the Owner’s Lot and shall avoid damaging other Lots or the Common Elements. All fixtures, equipment, and utilities installed and included in a Lot serving only that Lot commencing at a point where the fixtures, equipment, and utilities enter the Lot shall be maintained and kept in repair by the Owner of that Lot. An Owner shall also maintain any landscaping located within their Lot. An Owner shall not allow any action or work that will impair the proper functioning of the utilities or impair any easement. 8.3 Responsibility of the Association. The Association, without the requirement of approval of the Owners, shall maintain and keep in good, clean, attractive, and sanitary condition, order, and repair by repairing, replacing, and improving, as a Common Expense, the Common Elements and all portions of the Community not required in this Declaration to be maintained and kept in good repair by an Owner, or by the Declarant, including, but not limited to, the following: (a) Maintaining (including snowplowing), repairing, altering, and improving when necessary or desirable, all Common Elements (including without limitation landscaping, irrigation and drainage systems, streets, driveways, parking areas, sidewalks, walkways, and common lighting and utilities, and any facilities, furnishings, and equipment related thereto; and (b) Maintaining, repairing, and replacing the landscaping located within the areas designated as Common Elements. 8.4 Standard of Care. The Association and individual Owners and Occupants shall each use a reasonable standard of care in performing their respective maintenance, repair and upkeep responsibilities so that the entire Community will reflect a pride of ownership. All repairs and replacements within the Community shall be substantially similar to the original construction and craftsmanship. 8.5 Maintenance Easements. The Association and the Executive Board and their respective agents, employees and contractors are hereby granted perpetual, non-exclusive easements to enter upon the exterior portions of Lots and Common Elements as may be necessary or appropriate to perform the maintenance, repair and improvement responsibilities and rights described in this Article 8. 8.6 Owner’s Failure to Maintain or Repair. In the event that portions of a Lot or other Page 25 of 47 improvements are not properly maintained and repaired, and if the maintenance responsibility of the unmaintained improvement lies with the Owner of the Lot, or in the event that such improvements are damaged or destroyed by an event of casualty and the Owner does not take reasonable measures to diligently pursue the repair and reconstruction of the damaged or destroyed improvements to substantially the same condition in which they existed prior to the damage or destruction, then the Association, after written notice to the Owner and the expiration of the thirty (30) day cure period, and with the approval of the Executive Board, shall have the right to enter upon the Lot to perform such work as is reasonably required to restore the Lot and other improvements to a condition of good order and repair; provided, however, if such repair and reconstruction due to an event of casualty cannot be reasonably performed within such thirty (30) day cure period, the Owner shall have such time as reasonably required to perform such repair and reconstruction so long as the work has been commenced within such cure period and is diligently pursued to completion. All costs incurred by the Association in connection with the restoration shall be reimbursed to the Association by the Owner of the Lot until reimbursement is made. The lien may be enforced in the same manner as a lien for an unpaid Assessment levied in accordance with of this Declaration. In addition, each Owner shall be responsible for any damage to other Lots or Common Elements resulting from the Owner’s failure to perform or negligent performance of the Owner’s maintenance and repair responsibilities as set forth herein. Each Owner shall perform the Owner’s maintenance and repair responsibilities in such manner as shall not unreasonably disturb or interfere with other Owners or Occupants. ARTICLE IX INSURANCE 9.1 Insurance Requirements. The Association shall obtain, maintain, and keep in full force and effect at all times the following types of insurance, and the cost of said coverage shall be paid by the Association as a Common Expense: (a) Casualty Insurance. The Association shall obtain and keep in full force and effect at all times, to the extent reasonably obtainable, property insurance on all insurable Common Elements, including, but not limited to, Improvements and personal property owned by the Association or that might be owned by the Association in the future. Such insurance shall be for broad form covered causes of loss, including, casualty, fire, and extended coverage insurance with respect to all insurable Improvements and personal property owned by the Association including, if available at reasonable cost, coverage for vandalism and malicious mischief and, if available and if deemed appropriate, coverage for flood, earthquake, and war risk. Such insurance shall, to the extent reasonably obtainable, be for the full insurable replacement cost of the insured property, less applicable deductibles at the time the insurance is purchased and at each renewal date, exclusive of land, excavation, foundations, and other items normally excluded from property policies. (b) Liability Insurance. The Association shall obtain and keep in full force and effect at all times, to the extent reasonably obtainable, general liability insurance against claims and liabilities arising in connection with the ownership, existence, use, or management of the Common Elements and covering public liability for bodily injury and property damage and, if the Association owns or Page 26 of 47 operates motor vehicles, public liability for bodily injury and property damage, as required by law, arising as a result of the ownership and operation of motor vehicles. Such liability insurance for other than motor vehicle liability shall, to the extent reasonably obtainable, (a) have limits of not less than Five Hundred Thousand Dollars ($500,000) per person and One Million Dollars ($1,000,000) per occurrence; (b) insure the Board, the Association, the Officers of the Association, any member of a committee formed by the Association, the Manager, if any, and their respective employees, agents and all Persons acting as agents; (c) include the Declarant as an additional insured in such Declarant’s capacity as a Member or Board member; (d) include the Members as an additional insured, but only for claims and liabilities arising in connection with the ownership, existence, use or management of Common Elements; and (e) cover claims of one or more insured parties against other insured parties. (c) Worker’s Compensation Insurance. If the Association has employees, the Association shall obtain worker’s compensation or similar insurance with respect to its employees in the amounts and forms as may now or hereafter be required by law. (d) Directors and Officers Liability Insurance. The Association may, in its discretion, carry directors’ and officers’ liability insurance in such amount as the Executive Board may deem appropriate. (e) Other Insurance. Such other insurance in such amounts as the Executive Board shall determine, from time to time, to be appropriate to protect the Association or the Owners, or as may be required by the Act. (f) General Insurance Provisions. Insurance policies carried pursuant to Sections 9.1(a) and 9.1(b) above shall provide that (i) each Owner is an insured person under the policy with respect to liability arising out of such Owner's interest in the Common Elements or membership in the Association; (ii) the insurer waives its rights of subrogation under the policy against the Association, each Owner, and any person claiming by, though, or under such Owner or any other director, agent or employee of the foregoing; (c) no act or omission by any Owner, unless acting within the scope of such Owner's authority on behalf of the Association, will void the policy or be a condition to recovery under the policy; and (d) if at the time of a loss under the policy, there is other insurance in the name of an Owner covering the same risk covered by the policy, the Association's policy shall be the primary insurance. An insurer that has issued an insurance policy for the insurance described in Sections 9.1 (a) and 9.1 (b) above shall issue certificates or memoranda of insurance to the Association and, upon request, to any Owner or holder of a security interest to whom a certificate or memorandum of insurance has been issued, at their respective last-known addresses. (g) Insurance. Any loss covered by the property insurance policy described in Section 9.1(a) above must be adjusted with the Association, but the insurance proceeds for that loss shall be payable to any insurance trustee designated for that purpose, or otherwise to the Association, and not to any holder of a security interest. The insurance trustee or the Association shall hold any insurance proceeds in trust for the Association, Owners and lienholders as their interests may appear. Subject Page 27 of 47 to the provisions of Section 38.33.3-313(9) of the Act, the proceeds must be disbursed first for the repair or restoration of the damaged property, and the Association, Owners, and lienholders are not entitled to receive payments of any portion of the proceeds unless there is a surplus of proceeds after the property has been completely restored or the Community is terminated. (h) Association Policies. The Association may adopt and establish written nondiscriminatory policies and procedures relating to the submittal of claims, responsibility for deductibles, and any other matters of claims adjustment. To the extent the Association settles claims for damages to real property, it shall have the authority to assess negligent Owners causing such loss or benefiting from such repair or restoration for all deductibles paid by the Association. Insurance obtained by the Association shall, to the extent reasonably possible, and provided Declarant reimburses the Association for any additional premium payable on account thereof, name Declarant as an additional insured and shall contain a waiver of subrogation rights as against Declarant. In no event shall insurance coverage obtained or maintained by the Association obviate the need for Owners and Occupants to obtain insurance for their own benefit. (i) Nonliability of Association or Executive Board. Notwithstanding the duty of the Association to obtain insurance coverage, as stated herein, neither the Association nor any Executive Board member, shall be liable to any Owner, Occupant, Mortgagee or other Person, if any risks or hazards are not covered by insurance, or if the appropriate insurance is not obtained because such insurance coverage is not reasonably obtainable on the Association's behalf, or if the amount of insurance is not adequate, and it shall be the responsibility of each Owner and Occupant to ascertain the coverage and protection afforded by the Association's insurance and to procure and pay for such additional insurance coverage and protection as the Owner or Occupant may desire. (j) Premiums. Premiums for insurance policies purchased by the Association and other expenses connected with acquiring such insurance shall be paid by the Association as a Common Expense, except that the amount of increase over any annual or other premium occasioned by the use, misuse, occupancy or abandonment of a Lot or its appurtenances, or Common Elements, by an Owner or Occupant, may at the Executive Board's election, be assessed against that particular Owner and his Lot as a Reimbursement Assessment. (k) Insurance Claims. The Association is hereby irrevocably appointed and authorized, subject to the provisions contained herein, to adjust all claims arising under insurance policies purchased by the Association and to execute and deliver releases upon the payment of claims, and to do all other acts reasonably necessary to accomplish any of the foregoing. The Executive Board has full and complete power to act for the Association in this regard, and may, in its discretion, appoint an authorized representative, or enter into an insurance trust agreement, wherein the trustee shall have the authority to negotiate losses under any policy purchased by the Association. (l) Benefit. Except as otherwise provided herein, all insurance policies purchased by the Page 28 of 47 Association shall be for the benefit of, and any proceeds of insurance received by the Association or any insurance trustee shall be held or disposed of in trust for the Association, the Owners, or the Occupants, as their interests may appear. (m) Other Insurance to be Carried by Owners. Insurance coverage on the Lots, improvements located on the Lot, furnishings and other items of personal property belonging to an Owner or Occupant, and public liability insurance coverage upon each Lot shall be the responsibility of the Owner or Occupant of the Lot. 9.2 Repair and Replacement. Any portion of the Community for which insurance is required under Section 38-33.3-313 of the Act that is damaged or destroyed must be repaired or replaced promptly by the Association unless: (i) the Community is terminated; (ii) repair or replacement would be illegal under any state or local statute or ordinance governing health or safety; (iii) 67 percent of the Owners, including owners of every Lot that will not be rebuilt, vote not to rebuild; or (iv) prior to the conveyance of any Lot to a person other than Declarant, the Mortgagee holding a Mortgage on the damaged portion of the Common Elements rightfully demands all or a substantial part of the insurance proceeds. The cost of repair or replacement in excess of insurance proceeds and reserves is a Common Expense. If the entire Community is not repaired or replaced, the insurance proceeds attributable to the damaged Lots or, Common Elements must be used to restore the damaged property to a condition compatible with the remainder of the Community, and, except to the extent that other persons will be distributees, the insurance proceeds attributable to Lots and Common Elements that are not rebuilt must be distributed to the Owners of those properties, or to lienholders, as their interests may appear, and the remainder of the proceeds must be distributed to all Owners or lienholders as their interests may appear in proportion to the Common Expense liabilities of all Lots. In the event of damage to or destruction of all or a portion of the Lots or Common Elements due to fire or other adversity or disaster, the insurance proceeds, if sufficient to reconstruct or repair the damage, shall be applied by the Association to such reconstruction and repair. If the insurance proceeds with respect to such damage or destruction are insufficient to repair and reconstruct the damage or destruction, the Association may levy a Special Assessment in the aggregate amount of such deficiency, or if any Owner or group of Owners is liable for such damage, may levy a Reimbursement Assessment against the Owner or group of Owners responsible therefor, and shall proceed to make such repairs or reconstruction. Such Assessment shall be due and payable as provided by resolution of the Executive Board, but not sooner than 60 days after written notice thereof. The Assessment provided for herein shall be a debt of each Owner assessed and a lien on his Lot and may be enforced and collected in the same manner as any Assessment Lien provided for in this Declaration. If the entire damaged property is not repaired or replaced, the insurance proceeds attributable to the damaged property must be used to restore the damaged property to a condition compatible with the remainder of the Community. No distributions of insurance proceeds shall be made unless made jointly payable to the Owners and first mortgagees of their respective Lots, if any. Page 29 of 47 9.3 Cancellation. If the insurance described in Subsection 9.1 above is not reasonably available, or if any policy of such insurance is canceled or not renewed without a replacement policy therefore having been obtained, the Association promptly shall cause notice of that fact to be hand delivered or sent prepaid by United States mail to all Owners. 9.4 Insurer Obligation. An insurer that has issued an insurance policy for the insurance described in Subsection 8.1 above shall issue certificates or memoranda of insurance to the Association and, upon request, to any Owner or Mortgagee. Unless otherwise provided by statute, the insurer issuing the policy may not cancel or refuse to renew it until thirty (30) days after notice of the proposed cancellation or nonrenewal has been mailed to the Association and to each Owner and Mortgagee to whom a certificate or memorandum of insurance has been issued at their respective last-known addresses. ARTICLE X LIMITED LIABILITY Neither the Association nor its past, present, or future officers or directors, nor any other employee, agent or committee member of the Association shall be liable to any Owner or Occupant or to any other person for actions taken or omissions made except for wanton and willful acts or omissions. Without limiting the generality of the foregoing, the Association and the Executive Board shall not be liable to any Owner or Occupant or other person for any action or for any failure to act with respect to any matter if the action taken or failure to act was in good faith and without malice. Acts taken upon the advice of legal counsel, certified public accountants, registered or licensed engineers, architects or surveyors shall conclusively be deemed to be in good faith and without malice. To the extent insurance carried by the Association for such purposes shall not be adequate, the Owners severally agree to indemnify and to defend the Association and the Executive Board against claims, damages or other liabilities resulting from such good faith action or failure to act. ARTICLE XI MECHANICS’ LIENS 11.1 Mechanics’ Liens on Lots. Subsequent to the recording of this Declaration, no labor performed or materials furnished for use and incorporated in or on any Lot with the consent of or at the request of the Owner of the Lot or the Owner’s agent, contractor or subcontractor shall be the basis for the filing of a lien against a Lot of any other Owner not expressly consenting to or requesting the same, or against any interest in the Common Elements. Each Owner shall indemnify and hold harmless each of the other Owners and the Association from and against any liability or loss arising from the claim of any mechanic’s lien for labor performed or for materials furnished in work on such Owner’s Lot against the Lot of another Owner or against the Common Elements, or any part thereof. 11.2 Enforcement by the Association. At its own initiative or upon the written request of any Owner (if the Association determines that further action by the Association is proper), the Page 30 of 47 Association shall enforce the indemnity provided by the provisions of Section 11.1 above by collecting from the Owner of the Lot on which the labor was performed or materials furnished the amount necessary to discharge by bond or otherwise any such mechanic’s lien, including all costs and reasonable attorneys’ fees incidental to the lien, and obtain a release of such lien. In the event that the Owner of the Lot on which the labor was performed or materials furnished refuses or fails to so indemnify within seven (7) days after the Association shall have given notice to such Owner of the total amount of the claim, or any portions thereof from time to time, then the failure to so indemnify shall be a default by such Owner under the provisions of this Section 10.2, and such amount to be indemnified shall automatically become a Reimbursement Assessment determined and levied against such Lot, and enforceable by the Association in accordance with Sections 7.12, 7.13, and 7.14 above. 11.3 Mechanic’s Liens on Common Elements. Declarant shall be responsible for the release of mechanics' liens filed with respect to Common Elements, or any part thereof, if such liens arise from labor performed or materials furnished at the instance of Declarant, its agents, contractors or subcontractors. Likewise, the Association shall be responsible for the release of mechanic's liens filed with respect to Common Elements, or any part thereof, if such liens arise from labor performed or materials furnished at the instance of the Association, its directors, officers, agents, contractors or subcontractors. No labor performed or materials furnished with respect to a Lot at the instance of the Owner thereof shall be the basis for filing a lien against the Common Elements. No labor performed or materials furnished with respect to a Common Element at the instance of the Executive Board shall be the basis for filing a lien against any Lot. ARTICLE XII USE RESTRICTIONS 12.1 Residential Use and Occupancy; Parking and Vehicles. (a) Each Lot shall be improved, occupied, and used only for single-family residential purposes in conformity with all zoning laws, ordinances, and regulations. Owners may rent or lease such Lots to others, on a long-term basis (defined as a lease for more than 30 consecutive days), for such residential purposes. No business, professional or other non-residential or commercial use shall be made of any Lot, or conducted in any Lot, excepting in-home businesses or occupations which do not involve employees other than Owners or tenant Occupants, the solicitation or invitation of the general public, or the servicing of customers, in which activities are conducted entirely within the Lot and do not cause any additional traffic or parking within the Community or otherwise create a nuisance for neighboring Lots or the Community and which are permitted by applicable zoning codes. (b) All permitted vehicles shall be parked only within the garage or driveway of a Lot and shall not impede upon or block any other driveway. No trucks with a capacity of one ton or more, recreational vehicles, motor homes, motor coaches, snowmobiles, campers, trailers, boats or boat trailers or similar vehicles (other than passenger automobiles or pickup or utility trucks with a Page 31 of 47 capacity of one ton or less) (the “Restricted Vehicles”) shall be parked, stored, or kept on any portion of the Community. This restriction shall not prohibit commercial and construction vehicles, in the ordinary course of business, from making deliveries or otherwise providing service to the Community. No work on automobiles or other vehicle repair shall be performed in any visible or exposed portion of the Community, except in emergencies. Abandoned or inoperable vehicles shall not be stored or parked on any portion of the Community. An abandoned or inoperable vehicle is any vehicle which has not been driven under its own propulsion for three (3) weeks or longer and which appears incapable of operation. A written notice describing the abandoned or inoperable vehicle and requesting its removal shall be personally served upon the Owner or posted on the vehicle. If such vehicle has not been removed within seventy-two (72) hours after notice is given, the Association may remove the vehicle without liability, and the expense of removal shall be charged against the Owner. 12.2 Compliance with Laws. No Owner or Occupant shall do any act or cause or permit anything to be done or kept in or upon its Lot or any Common Elements which would be in violation of any federal, state, town or other law, ordinance, regulation or code of any governmental body having jurisdiction, or of any Rule or Regulation promulgated by the Association, or of any provision of this Declaration, or which would result in the increase of, or cancellation of insurance maintained by the Association. 12.3 Conveyance of Lots. All Lots, whether or not the instrument of conveyance or assignment shall refer to this Declaration, shall be subject to the covenants, conditions, restrictions, easements, reservations, rights-of-way, and other provisions contained in this Declaration, as the same may be amended from time to time. 12.4 Use of Common Elements. There shall be no obstruction of, nor shall any motor vehicle or any other item of personal property be kept or stored by any Owner or Occupant on, any part of the Common Elements without the prior written approval of the Association. Nothing shall be altered on, constructed in, or removed by any Owner, Occupant, or other party from the Common Elements without the prior written approval of the Association. 12.5 Prohibition of Certain Activities. No damage to or waste of the Common Elements shall be committed by any Owner or Occupant, and each Owner and tenant Occupant shall indemnify and hold the Association and the other Owners and tenant Occupants harmless against all loss resulting from any such damage or waste caused by him, or any Occupants present in the Community by his permission. Failure to so indemnify shall be a default by such Owner or tenant Occupant under this Section, and such amount to be indemnified shall automatically become a Reimbursement Assessment determined and levied against such Lot. 12.6 Animals. No animals, livestock, or poultry of any kind shall be raised, bred, or kept on any Lot, except for up to two (2) dogs and/or cats, domesticated birds, or fish provided that (a) such animals are not kept, bred, or maintained for any commercial purpose; and (b) such animals must be fenced or always restrained within a Lot. No animal of any kind shall be permitted which, in Page 32 of 47 the opinion of the DRB, makes an unreasonable amount of noise or odor or is a nuisance. All animals allowed to be kept shall be controlled by their Owner. Each Owner of an allowed animal shall be financially responsible and liable for any damage or destruction caused by said animals and shall be personally and financially responsible for any clean-up related to such animal. Such maintenance of dogs and cats shall be further subject to such Rules and Regulations as may be promulgated by the Association. Any animal waste deposited on the Common Elements shall be immediately removed by the Lot Owner and placed in a trash receptacle. 12.7 Signs and Flags. No signs or flags of any type shall be displayed in public view on any Lot except such notification, directory or advisory signs as may be required by legal proceedings, signage depicting the identifying number of the Lot, display of the American flag or military service flags or political signage permitted pursuant to the Act. The Association may establish Rules and Regulations with respect to the location, height and size of all signs and flags. 12.8 Fences. Fences on Lots shall be not exceed 6’ in height and no chain link fencing is allowed. 12.9 Satellite Dishes. Satellite dishes or similar devices shall not be permitted to be installed on the exterior of any Lot without prior written approval by the Association. 12.10 Drainage. No Lot Owner shall do or allow any work, construct any improvements, place any landscaping or allow any condition which alters or interferes with the drainage pattern for the Community, unless approved in writing by the Association. 12.11 Nuisances. No nuisance shall be allowed upon the Common Elements or within a Lot, nor any use or practice that is the source of annoyance to Owners or which interferes with the peaceful possession and proper use of the Community by the Owners. All parts of the Community shall be kept in a clean and sanitary condition, free of offensive odors, rodent and insect manifestations, and no rubbish, refuse or garbage shall be allowed to accumulate, nor any fire hazard allowed to exist. Each Owner or Occupant shall provide and use their own trash receptacle for the temporary storage and collection of solid waste, which shall be stored away from public view and protected from wind, animals, and other disturbances. 12.12 Obstructions. There shall be no obstruction of any walkways or interference with the free use of walkways or other Common Elements, except as may be reasonably required for repairs. The Association shall take such action as may be necessary to abate or enjoin any interference with or obstruction of walkways and paths. The Association shall have a right of entry on any part of the Community for the purposes of enforcing this Section. Any costs incurred by the Association in the enforcement shall be specifically assessed to the Owners or other persons responsible for the interference. 12.13 Outside Burning. There shall be no exterior fires, except barbecues and braziers. No Owner shall allow any condition upon such Owner’s Lot which creates a fire hazard or violates fire Page 33 of 47 prevention regulations. 12.14 Noise. No sound or odor shall be emitted from any Lot which is noxious or unreasonably offensive to others. Without limiting the generality of the foregoing, no exterior speakers, horns, whistles, bells, or other sound devices, except security devices approved in writing by the Association, shall be placed or used on any portion of the Community. Owners shall not allow any noise or disturbance on their respective Lots which is offensive, disturbing, or otherwise detrimental to any other person. 12.15 Lighting. Any flood lighting, security lighting or other kinds of high intensity lighting shall be directed downward and toward the interior of each Lot and otherwise shielded to prevent glare on adjacent Lots or outside the Property. 12.16 Health, Safety and Welfare Rules and Regulations. In the event any uses, occupancies, activities, and facilities within the Community are deemed by the Executive Board to be an unreasonable annoyance or nuisance, or to adversely affect the health, safety or welfare of Owners or Occupants, the Executive Board may adopt reasonable Rules and Regulations of general application to appropriately restrict and regulate such uses, occupancies, activities or facilities within the Community. Such Rules and Regulations shall be consistent with the purposes and provisions of this Declaration. 12.17 Unsightliness; Sheds; Sporting Equipment; Clothes Drying. Decks, patios, porches, and Common Elements shall not be used for storage of personal property of any kind, and nothing shall be placed on or in windows or doors or otherwise on the exterior of Lots which create an unsightly appearance. Sporting equipment (e.g., skis, snowboards, bikes, mountain bikes, kayaks, etc.) must be stored completely inside the buildings located on the Lots and shall not be allowed to remain outside except when in actual use. No laundry or wash shall be dried or hung outside. 12.18 Lot Numbers. Each Lot shall have an exterior identifying number with a design and location established by the Association. 12.19 Lawn and Other Irrigated Areas. Owners shall landscape their yards within one year of purchasing their Lots. If an Owner fails to install the required and appropriate landscaping, the Executive Board may elect to have the Lot landscaped and charge the cost to the Lot Owner as a Reimbursement Assessment. 12.20 No Hazardous Activities. No activity shall be conducted on, and no improvement shall be constructed on any Lot which is or might be unsafe or hazardous to any Person or property. 12.21 Restrictions on Garbage and Trash. No refuse, trash, lumber, grass, shrub, tree- clippings, plant waste, compost, metal, bulk materials, scrap, or debris of any kind shall be kept, stored, or allowed to accumulate on any Lot except within an enclosed structure or appropriately screened from view, except that any container containing such material may be placed outside at Page 34 of 47 such times as may be necessary to permit garbage or trash pickup. 12.22 No Temporary Structures. No tent, shack, temporary structure, or temporary building shall be placed upon any Lot without the prior written consent of the DRB. ARTICLE XIII EASEMENTS 13.1 Easement of Enjoyment. Every Owner shall have a nonexclusive easement for the use and enjoyment of the Common Elements, which shall be appurtenant to and shall pass with the title to every Lot, subject to the easements set forth in this Article 13. 13.2 Delegation of Use. Any Owner may delegate, in accordance with the Association Documents, the Owner’s right of enjoyment in the Common Elements to the Owner’s Occupants. 13.3 Recorded Easements. In addition to the easements described in this Article 13 and elsewhere in this Declaration, the Property shall be subject to any recorded easements and licenses as shown on any recorded plat affecting the Property. The recording data for recorded easements, licenses, and other matters appurtenant to or included in the Property or to which any parts of the Property may become subject is set forth on the attached Exhibit C and made a part hereof by this reference. 13.4 Easements for Encroachments. The Community, and all portions of it, are subject to easements hereby created for encroachments between Lots and the Common Elements as follows: (a) In favor of the Association so that it shall have no legal liability when any part of the Common Elements encroaches upon a Lot; (b) In favor of each Owner of each Lot so that the Owner shall have no legal liability when any part of his Lot encroaches upon the Common Elements or upon another Lot; (c) In favor of all Owners, the Association, and the Owner of any encroaching Lot for the maintenance and repair of such encroachments. Encroachments referred to this Section 13.4 include, but are not limited to, encroachments caused by error or variance from the original plans in the construction of the Lot fencing or retaining walls constructed on the Property, by settling, rising, or shifting of the earth, or by changes in position caused by repair or reconstruction of any part of the Community. Such encroachments shall not be considered to be encumbrances upon any part of the Community. 13.5 Utility Easements. There is hereby created, granted, and reserved to the Association, its agents, employees and assigns (including all utility companies) a perpetual, general easement upon, across, over, in and under all of the Property for ingress and egress and for installation, Page 35 of 47 replacements, repair, and maintenance of all utilities, including but not limited to water, sewer, gas, telephone, electricity, and a cable communication system. By virtue of this easement, it shall be expressly permissible and proper for the companies providing electrical, telephone, and other communication services to erect and maintain the necessary equipment on the Property and to affix and maintain electrical, communications, and telephone wires, circuits, and conduits under the Property. The Association, any utility company, or person using this general easement shall use its best efforts to install and maintain the utilities provided without disturbing the uses of the Owners, the Association, and Declarant; shall prosecute its installation and maintenance activities as promptly as reasonably possible; and shall restore the surface to its original condition as soon as possible after completion of its work. Should any utility company furnishing a service covered by the general easement request a specific easement by separate recordable document, Declarant or the Executive Board shall have, and are hereby given, the right and authority to grant such easement upon, across, over, or under any part or all of the Property without conflicting with the terms hereof. The easements provided for in this Section 13.5 shall in no way affect, avoid, extinguish, or modify any other recorded easement on the Property. 13.6 Reservation of Easements, Exceptions and Exclusions. Declarant reserves for itself and its successors and assigns and hereby grants to the Association the concurrent right to establish from time to time by declaration or otherwise, utility and other easements within the Common Elements for purposes including but not limited to streets, paths, walkways, drainage, recreation areas, parking areas, ducts, shafts, flues, conduit installation areas, consistent with the Lot ownership of the Community for the best interest of all of the Owners and the Association, in order to serve all the Owners within the Community. 13.7 Emergency Access Easement. A general easement is hereby granted to all police, sheriff, fire protection, ambulance, and all other similar emergency agencies or persons to enter upon all driveways, parking areas and other portions of the Community in the proper performance of their duties. 13.8 Administrative Easement. An easement is hereby granted to the Association and any Managing Agent and their respective officers, agents, employees, and assigns upon, across, over, in, and under the Common Elements and a right to make such use of the Common Elements as may be necessary or appropriate to perform the duties and functions which they are obligated or permitted to perform pursuant to this Declaration. 13.9 Drainage Easement. An easement is hereby reserved to Declarant and its successors and assigns and granted to the Association and its officers, agents, employees, successors, and assigns to enter upon, across, over, in, and under any portion of the Community for the purpose of changing, correcting, or otherwise modifying the grade or drainage channels of the Property so as to improve the drainage of water on the Property. 13.10 Easements of Access for Repair, Maintenance and Emergencies. There is hereby created, granted, and reserved to the Association, its agents, employees and assigns, a perpetual, Page 36 of 47 non-exclusive easement and right to enter upon all Lots as necessary for the performance of the Association’s rights and responsibilities under this Declaration (including the exercise of the Association’s common utility easement rights) and for the making of emergency repairs to the Common Elements. For routine maintenance and non-emergency repairs (including routine maintenance and repair of common utility lines between Lots, entry onto a Lot shall be made only on a regular business day during regular business hours, after giving at least one day’s notice in writing to the Owner or Occupant. In the case of emergency, where there is an imminent threat of damage or injury to person or property, entry shall be made at any time provided that a reasonable effort is made, under the circumstance, to give notice of such intended entry. The Executive Board is hereby granted the authority to use such reasonable force as may be necessary under the circumstances to gain entry into a Lot in case of any emergency, if no other reasonable means of entry is available. The Association shall be responsible for the cost and expense of repairing all damages to property occurring as a result of such forcible entry, which costs shall be considered Common Expenses, unless the emergency and/or damage results from the willful act or negligence of an Owner or Occupant, in which event such Owner shall be solely responsible for the costs of repairing/restoring such damage. These costs can be levied, assessed, and collected by the Executive Board as a Reimbursement Assessment pursuant to the provisions of this Declaration. 13.11 Declarant’s Rights Incident to Construction and Marketing. Declarant, for itself and its successors and assigns, hereby retains a right and easement of ingress and egress over, in, upon, under, and across the Property and the Common Elements and the right to store materials on the Property and to make such other use of the Property as may be reasonably necessary or incident to complete the construction, development, improvement and sale of the Community, including, but not limited to, construction trailers, temporary construction offices, sales offices, and directional and marketing signs; provided, however, that no such rights shall be exercised by Declarant in such a way as to unreasonably interfere with the occupancy, use, enjoyment, or access by any Owner, or Occupant. Declarant, for itself and its successors and assigns, hereby retains the right to maintain any Lot(s) as sales offices, management offices or model residences so long as Declarant, or any successor to the rights of Declarant under this Declaration, continues to be an Owner of a Lot. The use by Declarant of any Lot as a model residence, office or other use shall not affect the Lot’s designation on the Plat as a separate Lot. Declarant further reserves exclusive easement rights over and across the Property for the purpose of marketing, sales, and rental of Lots or of other Communities developed or marketed by Declarant or its affiliates from time to time, including, without limitation, the right to show the property and to display signs and other promotional devices. Declarant also reserves the right to lease unsold Lots. Lessees of Declarant-owned Lots shall have, for the length of the term of their lease, the same easement rights over and across and Property as are reserved for Owners and Occupants of Lots. 13.12 Governmental Requirements. Declarant hereby reserves the right to grant such easements, from time to time, as may be required by any government agency. Such easements shall specifically include, but not be limited to, any public rights-of-way and any environmental easements required by federal, state or local environmental agencies, for so long as the Declarant holds an interest in any Lot subject to this Declaration. Page 37 of 47 13.13 Declarant Easements. Declarant reserves unto itself, its successors, assigns, lessees, guests, licensees, and invitees, for so long as it holds any interest in any Lot, the same easement rights granted to Owners under this Declaration and specific easement rights over and across the Community as it may deem necessary for its use from time to time. 13.14 Easements Deemed Created. All conveyances of Lots hereafter made, whether by Declarant or otherwise, shall be deemed and construed to grant and reserve the easements contained in this Article 13 and elsewhere in this Declaration, even though no specific reference to such easements or to this Article 13 appears in the instrument for such conveyance. ARTICLE XIV. DECLARANT’S RIGHTS REGARDING TRANSFER Any right or any interest reserved or contained in this Declaration for the benefit of Declarant may be transferred or assigned by Declarant, either separately or with one or more other such rights or interests, to any person, corporation, partnership, association, or other entity, by written instrument executed by both Declarant and the transferee or assignee and recorded in the Office of the Clerk and Recorder of Garfield County, Colorado. ARTICLE XV. MISCELLANEOUS 15.1 Restriction on Declarant Powers. Notwithstanding anything to the contrary herein, no rights or powers reserved to Declarant hereunder shall exceed the time limitations or permissible extent of such rights or powers as restricted under the Act. Any provision in this Declaration in conflict with the requirements of the Act shall not be deemed to invalidate such provision as a whole but shall be adjusted as is necessary to comply with the Act. 15.2 Term. The covenants and restrictions of this Declaration shall run with and bind the land in perpetuity, subject to the termination provisions of the Act. 15.3 Amendment. The provisions of this Declaration may be amended or terminated, in whole or in part, from time to time, upon the written agreement of Owners holding at least sixty- seven percent (67%) of the votes in the Association, provided, however, matters not requiring Owner approval as described in C.R.S. 38-33.3-217(1) may be handled by the Executive Board. In addition, (a) a majority of the voting Directors of the Executive Board may make, without the approval of the Owners, changes to the Association Documents to the extent necessary to correct a factual error, and (b) any proposed amendment to this Declaration which affects any right of Declarant shall require the prior written approval of Declarant, in addition to the approval requirements otherwise set forth herein. In the event of termination, the provisions of Section 38-33.3-218 of the Act shall apply. 15.4 Unilateral Amendment Rights Reserved by Declarant. Notwithstanding any provision Page 38 of 47 in this Declaration to the contrary, Declarant, acting alone, reserves to itself the right and power to modify and amend this Declaration to the fullest extent permitted under the Act. 15.5 Recording of Amendments. Any amendment to this Declaration made in accordance with this Article 15 shall be immediately effective upon recording in the office of the Clerk and Recorder of Garfield County, Colorado, a copy of the amendment, executed and acknowledged by the appropriate number of Owners, accompanied by a certificate of a licensed title insurance company as to ownership, or upon the recording of a copy of the amendment, together with a duly authenticated certificate of the secretary of the Association stating that the required number of consents of Owners and a certificate of a licensed title company as to title to the Lots were obtained and are on file in the office of the Association. 15.6 Enforcement. Every Owner and Occupant of a Lot in the Community shall fully and faithfully observe, abide by, comply with and perform all of the covenants, conditions and restrictions set forth in this Declaration, the Articles, Bylaws, and Rules and Regulations, and all approvals granted by the Executive Board, as the same or any of them may be amended from time to time. Enforcement of the covenants, conditions, restrictions, easements, reservations, rights-of- way, liens, charges, and other provisions contained in this Declaration, the articles, the bylaws and the Rules and Regulations of the Association, all as amended, shall be by any proceeding at law or in equity against any person or persons, including the Association, violating or attempting to violate any such provision. The Association and any aggrieved Owner shall have the right to institute, maintain and/or prosecute any such proceedings, and the Association shall further have the right (after notice and an opportunity to be heard) to levy and collect fines for the violation of any provision of the aforesaid documents. Any legal action initiated by the Association other than as described in this Declaration shall require the approval of the Executive Board. In any action instituted or maintained under this Section, the prevailing party shall be entitled to recover its costs and reasonable attorneys’ fees incurred pursuant thereto, as well as all other sums awarded by the Court. 15.7 Rights of First Mortgagees. Upon the filing of a written request therefor with the Association, the holder of a First Mortgage on any Lot in the Community shall be entitled to: (a) Written notice from the Association that the Owner of the subject Lot is delinquent in the payment of Assessments thereon; (b) Inspect the books and records of the Association during normal business hours; (c) Receive copies of annual Association financial statements; (d) Receive written notice of meetings of the Association where matters will be Page 39 of 47 considered that, if approved, will require the consent of First Mortgagees or some of them; (e) Receive written notice of condemnation proceedings affecting any Common Elements or common Elements; and (f) Receive written notice of the lapse of any insurance that the Association is required to maintain under this Declaration. In addition, any First Mortgagee shall be entitled to pay any taxes or other charges which are in default and which may or have become a lien against Common Elements or Common Elements and may pay any overdue premiums on hazard or general liability insurance policies covering such property, and shall be entitled to immediate reimbursement therefor from the Association, unless the Association is contesting any unpaid taxes or other charges and has set aside sufficient funds to pay the contested amounts if necessary. 15.8 No Dedication to Public Use. Nothing contained in this Declaration shall be deemed to be or to constitute a dedication of all or any part of the Community to the public or to any public use. 15.9 Interpretation of Declaration. The provisions of this Declaration shall be liberally construed to effectuate its purpose of creating a common and general plan for the development, improvement, enhancement, protection, and enjoyment of the Community, and to the extent possible, shall be construed to be consistent with the Act. If any of the terms and conditions of this Declaration are determined to be inconsistent with the Act, the Act shall control. 15.10 Violations Constitute a Nuisance. Any violation of any provision, covenant, condition, restriction, or equitable servitude contained in this Declaration, whether by act or omission, is hereby declared to be a nuisance and may be enjoined or abated, whether or not the relief sought is for negative or affirmative action, by any person entitled to enforce the provisions of this Declaration. This provision does not limit the remedies that may be available under this Declaration or at law or in equity. Failure of the Association to bring an enforcement action to correct any violation of this Declaration shall not constitute a waiver of or estop the Association from bringing a future or subsequent enforcement action to correct such violation or any other similar violation. 15.11 Declarant's Disclaimer of Representations and Warranties. No representations or warranties of any kind, express or implied, have been given or made by Declarant or its agents or employees in connection with the Community or any portion thereof or any improvements thereon, its or their physical condition, zoning, utilities, or in connection with the subdivision, sale, improvement, operation, maintenance, cost of maintenance, taxes or regulation thereof, unless and except as shall be specifically set forth in writing herein, in any purchase and sale agreement executed by Declarant; or in any closing document related thereto. Furthermore, no such representations or warranties have been given or made by Declarant or its agents or employees that Page 40 of 47 the plans presently envisioned for the complete development of The Reserve can or will be carried out, or that any land now owned or hereafter acquired by Declarant is or will be subjected to this Declaration or that any such land (whether or not it is subject to this Declaration) is or will be committed to or developed for a particular (or any) use, or that if such land is once used for a particular use, such use will continue in effect, unless and except as shall be specifically set forth in writing herein, in any purchase and sale agreement executed by Declarant, or in any closing document related thereto. 15.12 Remedies Cumulative. Each remedy provided under this Declaration is cumulative and not exclusive. 15.13 Dispute Resolution. Disputes shall be address as provided for in the policies. 15.14 Costs and Attorneys' Fees. For any failure to comply with the provisions of the Act or any provision of this Declaration, Bylaws, Articles, or Rules and Regulations, other than the payment of Assessments or any money or sums due to the Association, the Association, any Owner, or any class of Owners adversely affected by the failure to comply may seek reimbursement for collection costs and reasonable attorney fees and costs incurred as a result of such failure to comply, without the necessity of commencing a legal proceeding. In any action or proceeding involving the interpretation or enforcement of any provision of this Declaration, or the Association Bylaws, Articles, or Rules and Regulations, the prevailing party shall be entitled to recover its reasonable attorneys' fees and costs incurred in connection therewith. 15.15 Governing Law; Jurisdiction. The laws of the State of Colorado shall govern the interpretation, validity, performance, and enforcement of this Declaration. Any legal action brought in connection with this Declaration shall be commenced in the District Court for Garfield County, Colorado, and by acceptance of a deed to a Lot each Owner voluntarily submits to the jurisdiction of such court. 15.16 Severability. Any determination by any court of competent jurisdiction that any provision of this Declaration is invalid or unenforceable shall not affect the validity or enforceability of any of the other provisions hereof. Where any provision of this Declaration is alleged to be or declared by a court of competent jurisdiction to be unconscionable, Declarant shall have the right by amendment to this Declaration to replace such provision with a new provision, as similar thereto as practicable but which in Declarant's reasonable opinion would be considered not to be unconscionable. 15.17 Conflict of Provisions. (a) In the event of any conflict or inconsistency between the provisions of this Declaration and the Plat, the provisions of the Plat shall govern and control and the Declaration shall automatically be amended, but only to the extent necessary to conform the conflicting provisions Page 41 of 47 hereof with the provisions of the Plat. (b) In the event of any conflict or inconsistency between this Declaration and the Articles and Bylaws of the Association, this Declaration shall control. In the event of any conflict or inconsistency between the Articles and the Bylaws of the Association, the Articles shall control. 15.18 Nonwaiver. Failure by Declarant, the Association, or any Owner or First Mortgagee to enforce any covenant, condition, restriction, easement, reservation, right-of-way, or other provision contained in this Declaration shall in no way or event be deemed to be a waiver of the right to do so thereafter. 15.19 Number and Gender. Unless the context provides or requires to the contrary, the use of the singular herein shall include the plural, the use of the plural shall include the singular, and the use of any gender shall include all genders. 15.20 Captions. The captions to the Articles and Sections and the Table of Contents at the beginning of this Declaration are inserted only as a matter of convenience and for reference, and are in no way to be construed to define, limit, or otherwise describe the scope of this Declaration or the intent of any provision of this Declaration. 15.21 Exhibits. All the Exhibits attached to and described in this Declaration are incorporated in this Declaration by this reference. 15.22 Disclaimer Regarding Safety. DECLARANT AND THE ASSOCIATION HEREBY DISCLAIM ANY OBLIGATION REGARDING THE SECURITY OF ANY PERSONS OR PROPERTY WITHIN THE COMMUNITY. ANY OWNER OR OCCUPANT OF PROPERTY WITHIN THE COMMUNITY ACKNOWLEDGES THAT DECLARANT AND THE ASSOCIATION ARE ONLY OBLIGATED TO DO THOSE ACTS SPECIFICALLY ENUMERATED HEREIN, OR IN THE ARTICLES OF INCORPORATION AND BYLAWS, OR IN THE ACT, AND ARE NOT OBLIGATED TO DO ANY OTHER ACTS WITH RESPECT TO THE SAFETY OR PROTECTION OF PERSONS OR PROPERTY WITHIN THE COMMUNITY. [Signature page follows.] Page 42 of 47 Executed on the day and year first written above. DECLARANT: [Declarant] LLC Date: __________________, 202__ By: _______________________________ Name: ____________________________ Its: ______________________________ STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this ____ day of __________, 202__ by ________________ as __________ of __________________ LLC. Witness my hand and official seal. My Commission Expires: . Notary Public 2901678.1 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY [Update Upon Final Plat] A tract of land situate in Lot 23 of Section 12, Lots 3, 4, 5, 8, 9, 10, 12, 13, 14, 15 and 16 of Section 13, Lots 1 and 2 of Section 24, all in Township 7 South, Range 89 West, and Lots 1, 8, 9 and 17 of Section 19, Township 7 South, Range 88 West of the 6th Principal Meridian being more particularly described as follows: Beginning at the N1/4 corner of said Section 13; thence, N00º11'14"W 198.54 feet along the west line of said Lot 23 of Section 12 to the westerly right-of-way line of County Road 109; thence along the westerly right-of-way line of County Road 109 the following courses: thence, S13º28'04"E 297.83 feet; thence, S09º05'41"E 567.76 feet; thence S17º42'56"E 744.93 feet; thence, S40º03'42"E 183.48 feet; thence, S32º40'06"E 479.34 feet; thence S20º26'02"E 555.76 feet; thence 548.33 feet along the arc of a 5347.84 feet radius curve to the left, having a central angle of 5º52'29" and subtending a chord bearing S23º22'17"E 548.09 feet; thence, S26º18'31"E 854.10 feet; thence 231.08 feet along the arc of a 670.33 feet radius curve to the right, having a central angle of 19º45'06" and subtending a chord bearing S16º25'58"E 229.94 feet; thence S06º33'24"E 156.75 feet; thence 563.18 feet along the arc of a 1695.67 feet radius curve to the left, having a central angle of 19º01'46" and subtending a chord bearing S16º04'17"E 560.59 feet; thence, S20º41'20"E 13.75 feet; thence, S29º02'45"E 372.01 feet; thence S29º19'46"E 503.37 feet; thence S32º15'50"E 41.64 feet; thence S34º46'46"E 656.82 feet; thence S46º01'35"E 50.02 feet; thence S57º35'29"E 486.06 feet; thence S57º36'01"E 513.49 feet; thence leaving said westerly right-of-way line of County Road 109, N81º57'00"W 935.60 feet; thence, N78º07'04"W 1324.40 feet to a point on the westerly line of said Lot 2 of Section 24; thence N00º41'21"E 818.59 feet along the west line of said Lot 2 to the southeast corner of Lot 14 of said Section 13; thence S89º05'51"W 1302.51 feet along the south line of said Lot 14 to the southwest corner of said Lot 14; thence N00º10'18"E 5330.06 feet along the west line of said Lot 14, Lot 13, Lot 4 and Lot 3 of said Section 13 to the Point of Beginning. County of Garfield 2901678.1 EXHIBIT B ALLOCATED INTERESTS The Common Expense liability and votes in the Association shall be allocated equally amongst the Lots, and shall therefore be as follows: Legal Description Allocated Interest Vote The Reserve, Lot 1 1/10 1 The Reserve, Lot 2 1/10 1 The Reserve, Lot 3 1/10 1 The Reserve, Lot 4 1/10 1 The Reserve, Lot 5 1/10 1 The Reserve, Lot 6 1/10 1 The Reserve, Lot 7 1/10 1 The Reserve, Lot 8 1/10 1 The Reserve, Lot 9 1/10 1 The Reserve, Lot 10 1/10 1 Total: 100% 10 2901678.1 EXHIBIT C EASEMENTS, LICENSES AND OTHER TITLE MATTERS [Update Upon Recordation] 1. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United States Patent recorded on January 19, 1895 as Instrument #18106 in the official records, on May 4, 1956 as Instrument #193886 in the official records. 2. Easement and right of way as October 19, 1961 as Instrument #215449 in the official records. 3. Terms and conditions in Instrument #465436 in the official records. 4. Terms, conditions and all matters set forth in Resolution recorded on June 29, 1992 as Instrument #436262 in the official records. 5. Terms, conditions and all matters set forth in Resolution recorded on December 28, 1993 as Instrument #457154 in the official records 6. Terms, conditions and all matters set forth in Resolution recorded on February 2, 1994 as Instrument #458796 in the official records 7. Terms, conditions and all matters set forth in Resolution recorded on August 9, 1994 as Instrument #466955 in the official records 8. Terms, conditions and all matters set forth in Resolution recorded on December 13, 1994 as Instrument #472058 in the official records 9. Terms and conditions set forth in Agreement recorded on September 16, 1993 as Instrument #452560 in the official records 10. Terms and conditions set forth in Agreement recorded on June 29, 1992 as Instrument #436263 in the official records 11. Terms and conditions set forth in Agreement recorded on August 19, 1994 as Instrument #467450 in the official records 12. Terms and conditions set forth in Agreement recorded on August 19, 1994 as Instrument #467451 in the official records 13. Terms and conditions set forth in Agreement recorded on June 29, 1992 as Instrument #436263 in the official records 14. Terms, conditions and all matters set forth in Resolution recorded on February 9, 1996 as Instrument #488797 in the official records 15. Terms, conditions and all matters set forth in Resolution recorded on February 9, 1996 as Instrument #488978 in the official records 2901678.1 16. Terms, conditions and all matters set forth in Resolution recorded on August 20, 1997 as Instrument #512523 in the official records 17. Terms, conditions and all matters set forth in Site Specific Development 18. Terms, conditions and all matters set forth in Site Specific Development Plan, Vested Property Rights Agreement and Subdivision Improvements Agreement recorded on April 6, 1995 as Instrument #476329 in the official records as amended in instrument recorded on July 11, 1996 as Instrument #495608 in the official records 19. Terms and conditions set forth in Agreement recorded on April 6, 1995 as Insturment #476327 in the official records. 20. Covenants, conditions, restrictions, which do not contain a forfeiture or reverter clause, but omitting restrictions, if any, based on race, color, religion, or national origin, and all matters set forth in Declaration recorded on March 23, 2007 as Instrument #719512 in the official records 21. Easements, rights of way, plat notes and all matters described and set forth on the Plat recorded on April 6, 1995 as Instrument #476330 in the official records 22. Terms, conditions and all matters set forth in Resolution recorded on December 13, 1994 as Instrument #472058 in the official records 23. Easement and right of way as described in document recorded on April 30, 1996 as Instrument #492247 in the official records 24. Covenants, conditions, restrictions, which do not contain a forfeiture or reverter clause, but omitting restrictions, if any, based on race, color, religion, or national origin, and all matters set forth in Declaration recorded on November 5, 2020 as Instrument #944700 in the official records as amended in instrument recorded on September 8, 2021 as Instruments #962780 in the official records. EXHIBIT E GEOTECHNICAL ENGINEERING REPORT RJ ENGINEERING PRELIMINARY GEOTECHNICAL ENGINEERING REPORT THE RESERVE COUNTY ROAD 109 GARFIELD COUNTY, COLORADO May 6, 2026 Prepared By: PO Box 1080 Silt, CO 81652 Prepared For: Peak3 Reserve LLC Peak3 310 Market Street Basalt, CO 81621 Project No. 23-030R-G1 ---- The Reserve Project No. 23-030R-G1 Garfield County, Colorado i TABLE OF CONTENTS 1.0 PROJECT INFORMATION .................................................................................. 1 1.1 Purpose and Scope .................................................................................. 1 1.2 Proposed Construction ............................................................................. 1 1.3 Site Conditions ......................................................................................... 1 1.4 Site Geology ............................................................................................ 2 2.0 PREVIOUS INVESTIGATIONS ........................................................................... 3 2.1 Previous Investigations by Others ............................................................ 3 2.2 Subsurface Conditions ............................................................................. 4 2.2.1 Groundwater ........................................................................................ 6 3.0 GEOHAZARDS ................................................................................................... 6 3.1 Collapsible Soils ....................................................................................... 6 3.2 Sink Hole and Depressions ...................................................................... 7 3.3 Slope Instability ........................................................................................ 7 3.4 Rockfall .................................................................................................... 7 3.5 Debris Flows ............................................................................................ 9 4.0 SITE GRADING ................................................................................................. 10 5.0 FOUNDATIONS ................................................................................................ 10 6.0 PAVEMENTS .................................................................................................... 10 7.0 UTILITIES .......................................................................................................... 11 8.0 SURFACE DRAINAGE ...................................................................................... 11 9.0 CONCRETE ...................................................................................................... 12 10.0 LIMITATIONS .................................................................................................... 12 LIST OF APPENDICES Appendix A – Test Hole/Drill Logs from Previous Investigations The Reserve Project No. 23-030R-G1 Garfield County, Colorado 1 1.0 PROJECT INFORMATION 1.1 Purpose and Scope This report presents the results of our preliminary geotechnical engineering report and recommendations for the residential development at The Reserve in Garfield County, Colorado (Figure 1). The report was prepared to provide preliminary foundation, site grading, utility installation, roadway grading and general construction recommendations for development at the referenced site. The site investigation consisted of geologic reconnaissance and review of previous investigations. Additional subsurface investigations were not performed within this scope. This report summarizes our conclusions and recommendations based on the proposed construction, site reconnaissance, and review of previous reports. 1.2 Proposed Construction Based on the preliminary plans provided by SGM, 10 single-family lots are planned at the site (Figure 1). The lots are planned at about 4 acres or larger and each lot may have an ADU. An access drive to the lots is also planned. Grading plans were not available at the time of this investigation. 1.3 Site Conditions The site is located on the west side of County Road 109 in Garfield County, Colorado as shown in Figure 1. The site slopes up to the west at grades of relatively flat to over 100 percent in the cliffs above the site. An existing water tank is in the northern portion of the site behind Lots 2 and 3. Existing vegetation included natural brush, trees and grasses. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 2 Figure 1 –Project Site Location 1.4 Site Geology We reviewed the Geologic Map of the Cattle Creek Quadrangle, Garfield County, Colorado, Open File Report 14-14, Plate 1 of 2. Figure 2 shows this geologic map with the approximate site location and proposed lot locations. The lower portion of the site where the lots are proposed is mapped as younger colluvial deposits (map symbol Qc) consisting of poorly sorted sand, silt, and gravel in a sandy silt or silty sand matrix. Older colluvial deposits (map symbol Qco) are mapped on the slopes above the proposed lot locations within select drainages. Bedrock below the site consists of Pennsylvanian-age Eagle Valley Formation (map symbol Pe) and Eagle Valley Evaporite (map symbol Pee). The Eagle Valley Evaporite underlies the lower portion of the site and the proposed lot locations. The formation consists of siltstone with some interbedded gypsum and dolomite. The Eagle Valley Formation contains beds of gypsum and anhydrite. The Eagle Valley Formation outcrops in the upper portion of the site forming small cliffs. Both formations contain minerals that are susceptible to water dissolution forming sink holes. Several sink holes are mapped east of this site across the Roaring Fork River. Aspen Glen Re5el"lle Oi;ien $pace Plan Map and Land Use Summary Table ~ 10".6 "'"'•'c.:.,-.i .__._......,,1,_~...,.....,*_· ... ~ Rc:sc:m:Hilbidc Open S"aoo R.e6iel"'l(;UX90pen~ Re&o8fV9Co!-nmon0Pl!fl5p.iOlt R.eserwt Bllild/ng Enwq:,eg Re&oefVVRoad ROW TolMReservel8r'ldAte8 9 1 -'Ai.ro&d. (57.7%) 30.1Acte~ (19.0%) ,, 2 At:Te&d. i9 0%) 17.1Acte!tt (10.8%) 57Acn!U (36%) 158.SACfl!!S (100%) The Reserve Project No. 23-030R-G1 Garfield County, Colorado 3 Figure 2 – Geologic Map 2.0 PREVIOUS INVESTIGATIONS 2.1 Previous Investigations by Others We were provided with the following geotechnical investigations for preparation of this report: • Preliminary Geotechnical Engineering Study, Proposed Aspen Glen Development, Along the Roaring Fork River Between Glenwood Springs and Carbondale, Garfield County, Colorado by Chen Northern, Inc., Job No. 4 112 92, December 20, 1991. • Debris Flow Hazard Evaluation for West Side Drainage Basins, Aspen Glen Development Project, Garfield County, Colorado by Chen Northern, Inc., Job No. 4 112 92, May 11, 1993. • Geotechnical Engineering Study for Preliminary Plat Design, Proposed Aspen Glen Development, Garfield County, Colorado by Chen Northern, Inc., Job No. 14 112 92, May 28, 1993. • Preliminary Debris Flow Mitigation Study, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171, April 15, 2005. • Preliminary Geotechnical Investigation, Aspen Glen, The Reserve, Lots 1 through 29, Garfield County, Colorado by Yeh & Associates, Inc., Project No. 27-073, May 1, 2007. • Subsoil Study for Foundation Design, Proposed Residence, Lot 1, Phase 1, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171-1, September 17, 2001. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 4 • Subsoil Study for Foundation Design, Proposed Residence, Lot 2, Phase 1, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171-1, September 28, 2001. • Subsoil Study for Foundation Design, Proposed Residence, Lot 3, Phase 1, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171-1, October 5, 2001. • Subsoil Study for Foundation Design, Proposed Residence, Lot 4, Phase 1, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171-1, June 18, 2001. • Subsoil Study for Foundation Design, Proposed Residence, Lot 6, Phase 1, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171-1, July 31, 2001. • Subsoil Study for Foundation Design, Proposed Residence, Lot 7, Phase 1, The Reserve at Aspen Glen, Garfield County, Colorado by HP Geotech, Job No. 101 171-1, October 26, 2001. 2.2 Subsurface Conditions Subsurface conditions were compiled from two of the previous investigations. The Chen, 1991 and Yeh, 2007 reports provided sufficient information to approximate test hole/boring locations. Figure 3 below shows the approximate test hole locations and the associated report. For reference, the test hole logs and legends from both reports are included in Appendix A. The Chen, 1993 report discusses that additional subsurface drilling was performed, but a test hole location figure was not provided to correlate the drill locations with the current lot layout. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 5 Figure 3 – Approximate Test Hole/Boring Locations The previous reports encountered varying amounts of clay, silt, sand, and gravel soils to the maximum explored depth of 30 feet. The clay and silt samples are classified as sandy, low plasticity clay (CL) and silt (ML). The sand and gravel are generally classified as silty (SM and GM) according to the Unified Soil Classification System (USCS). Bedrock was not encountered in any of the test holes. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 6 2.2.1 Groundwater Groundwater was not reported in any of the test holes. Based on our experience, groundwater may be encountered during pier or micropile installation if significant penetration into the bedrock is necessary. Variations in groundwater conditions may occur seasonally. The magnitude of the variation will be largely dependent upon the amount of spring snowmelt, duration and intensity of precipitation, site grading changes, and the surface and subsurface drainage characteristics of the surrounding area. 3.0 GEOHAZARDS Based on review of the previous investigations and our site visit, we believe the following geohazards are present at the site that should be considered during development. The geohazards include: • Collapsible Soils • Sinkholes and Depressions • Slope Instability • Rockfall • Debris Flows The following is a discussion of each geohazard as it relates to the development of the site. 3.1 Collapsible Soils The silt and sand subsoils encountered at the site are known to exhibit high to very high collapse potential. Collapsible soils were encountered in the proposed lot locations in the lower portion of the site. Depending on the changes of moisture content in the subsoils after construction, we would estimate differential and total movements on the order of 2 to 10 inches. We anticipate that increases in moisture content of the subsoils could occur depending on final grades, surface drainage and irrigation practices. The amount of movement depends in part on the infiltration of surface water and the depth at which the water penetrates the collapsible soils. Structures will likely be supported on a deep foundation and should not be affected by collapsible soils. However, these movements could affect drives, parking areas and utilities. Total and differential movements cannot be eliminated. To decrease the likelihood of potential movement to occur, drainage should be designed to prevent ponding of water around The Reserve Project No. 23-030R-G1 Garfield County, Colorado 7 improvements and flatwork during precipitation events. Surface flow should be directed away from improvements and flatwork as quickly as possible to reduce surface water infiltration. Additional mitigation, such as lining drainage swales and detention ponds that are uphill or adjacent to improvements could reduce the likelihood of water infiltration into the subsurface and reduce the potential for settlement. 3.2 Sink Hole and Depressions Sink holes occur when the underlying bedrock is dissolved resulting in a void or cavern. The void then collapses and propagates to the surface causing a sink hole or depression. Sink holes are mapped east of the site across the Roaring Fork River. A detailed site-specific investigation was not conducted at the site to investigate sink holes. Predicting where and if a sink hole would develop is extremely difficult. The hazard associated with sink hole development cannot be eliminated. We anticipate the availability of groundwater to cause dissolution of the bedrock to be low to moderate. Therefore, we believe the risk of sink hole development at this site is low to moderate. We did not observe indications of active sink holes developing at the site. Therefore, we believe a site-specific investigation is not warranted at this time. 3.3 Slope Instability Evidence of major landslides was not observed at this site. We do not anticipate problems associated with slope instability with respect to residential construction. For deep excavations greater than 10 feet, a slope/global stability analysis should be performed. Temporary excavation support may be required to reduce the likelihood of initiating a slope failure. In addition, for development on slopes greater than 30% a slope stability evaluation should be performed. 3.4 Rockfall The northern end of the project where Lot 1 is planned may be subject to rockfall hazards. The lot locations were not staked at the time of our site visit. We estimated the lot locations and potential building sites using handheld ranging equipment. The cliffs are a potential rockfall source area. Figure 4 shows the cliffs above Lot 1 in the northern end of the site. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 8 Figure 4 – Cliffs above northern end of site During our site visit, we found a limited amount of rock that could be attributed to a rockfall event. Figure 5 shows two rocks that we believe originated from a rockfall event. Figure 6 shows the approximate locations of the observed rocks above the building sites indicating that a typical rockfall event would not impact the proposed building sites. We did not observe evidence of rockfall within the proposed lots. We do not believe rockfall mitigation is required for Lot 1. If wildfire or some other event occurs and results in removal of vegetation above the lots, a rockfall hazard evaluation should be performed to determine if the lots would be within a rockfall hazard zone, and if rockfall mitigation would be required. We did not observe rockfall source areas for Lots 2-10, and therefore, we believe Lots 2-10 are not susceptible to rockfall events. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 9 Figure 5 – Rocks that likely originated from a rockfall event (notebook is 8 inches) Figure 6 – Approximate rock locations shown in Figure 5 3.5 Debris Flows Debris flow hazards may be present at this site. A debris flow hazard evaluation was not included in the scope of this report. However, a debris flow hazard evaluation should be conducted for this site. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 10 4.0 SITE GRADING Cuts and fills will likely be required to achieve finished grades for the structures and access drives. Based on our review, we believe that material can be excavated by conventional construction equipment. We recommend cut and fill slopes be constructed at 3H:1V or flatter. If groundwater or seeps are encountered, flatter slopes will likely be necessary for stability. The on-site (cut) soils can be used in site grading fills provided the material is substantially free of organic material, debris and particles are no larger than 6 inches. Areas to receive fill should be stripped of vegetation, organic soils and debris. Topsoil is not recommended for fill material. Fill should be placed in thin, loose lifts of 8 inches thick or less. We recommend fill materials be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM D 698). Placement and compaction of fill should be observed and tested by a geotechnical engineer. 5.0 FOUNDATIONS The overburden soils (clay, silt and sand) near anticipated foundation elevations could exhibit high to very high collapse potential as discussed in Section 3.1. We recommend a deep foundation such as drilled piers, helical piers (screw piles) or micropiles be used to support structures. Deep foundations should extend to the underlying bedrock. Bedrock was not encountered in the test holes presented in Figure 3 above to the maximum explored depth of 30 feet. For planning purposes, we estimate bedrock depths of 50 to 80 feet, which would require foundation depths on the order of 50 to 100 feet. A friction pile may be an acceptable alternative depending on assumed depth of wetting and foundation loads. A design level investigation should be performed to provide lot-by-lot recommendations. 6.0 PAVEMENTS Performance of pavements is related to the properties of the subgrade soils and traffic loading. Soils that are moisture sensitive such as collapsible soils require that additional precautions be implemented to provide acceptable pavement performance. Pavement design is based on strength properties of a stable subgrade. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 11 For planning purposes, we anticipate pavement thicknesses of 4 to 5 inches for the access drive to the lots. We anticipate 6 to 12 inches of Class 6 aggregate base course in combination with a Class 2 subbase would likely be required below the asphalt section. For bike paths, we anticipate pavement thicknesses on the order of 2 to 3 inches underlain by 6 to 12 inches of Class 6 aggregate base course. Mitigation of collapsible soils below pavements is not practical. However, including a geogrid within the subbase can dissipate movements over a larger area and reduce differential movements. In addition, a geotextile separator may be required between the native subgrade and road base. Proper surface drainage is imperative to adequate performance of pavements on these soils. A pavement subgrade investigation should be performed once the roadway alignment and grading have been finalized. 7.0 UTILITIES Utilities will likely be installed within potentially collapsible overburden soils. Mitigation of collapsible soils is not practical below utilities. For settlement sensitive utilities, the owner could consider over-excavating the utility trenches and geosynthetically reinforcing the backfill materials below the utility. The piping could also include restrained fused joints. The geosynthetic (geogrid) material would likely distribute movements and provide more uniform performance. Backfill above and below utilities should be placed in accordance with Section 4.0 above. The type of backfill should conform to manufacturer’s recommendations. 8.0 SURFACE DRAINAGE Surface drainage is crucial to the performance of foundations, flatwork and slopes. We recommend the ground surface surrounding the residences be sloped to drain away from the structure. The backfill around foundations should be moisture conditioned and compacted. Roof downspouts and drains should discharge beyond the limits of the backfill. Failure to follow these recommendations could result in settlement of the subsoils resulting in foundation and/or slab- on-grade movement. Water infiltration into slopes can reduce slope stability. Concentrated surface runoff should not be allowed to flow down slopes. Water should not be allowed to pond at the top of slopes. Areas where ponding of water occurs could lead to significant settlement or the development of sinkholes. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 12 9.0 CONCRETE A single water-soluble sulfate concentration of 0.02 percent was measured in B-14 from Chen, 1991 report. These concentrations of water-soluble sulfate are considered negligible/low (Class 0 exposure) degree of sulfate attack for concrete exposed to these materials. The degree of attack is based on a range of 0.00 to less than 0.10 percent water-soluble sulfates as presented in the American Concrete Institute Guide to Durable Concrete. Due to the negligible/low degree, we anticipate no special requirements for concrete are necessary for this site. A lot-by- lot specific water-soluble sulfate concentration should be performed. 10.0 LIMITATIONS This study was conducted in accordance with generally accepted geotechnical engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from previous reports, field reconnaissance and anticipated construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, conditions appear to be different from those described herein; this office should be advised at once so reevaluation of the recommendations may be made. The scope of services for this project did not include, specifically or by implication, any environmental or biological (e.g., mold, fungi, and bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions or biological conditions. If the owner is concerned about the potential for such contamination, conditions or pollution, other studies should be undertaken. The Reserve Project No. 23-030R-G1 Garfield County, Colorado 13 The report was prepared in substantial accordance with the generally accepted standards of practice for geotechnical engineering as exist in the site area at the time of our investigation. No warranties, express or implied, are intended or made. Respectfully Submitted: RJ Engineering & Consulting, Inc. Richard D. Johnson, P.E. Principal The Reserve Project No. 23-030R-G1 Garfield County, Colorado APPENDIX A Test Hole/Drill Logs from Previous Investigations II t c., ..... .c ...., Q. a.: C Boring 8 Elev.= 6043' 0 ~~~2 5 70/12 10 15 20 25 30 Boring 9 Elev. = 6026' 9f12 w =5 D0=105 5/12 J;~~~ -i 0!23 4 112 92 Chen-Northern, Inc. Boring 10 Elev. = 6079' 14/12 10/12 WC=4 00=100 12/12 7t12 W :19 og=97 -2 0=74 50/3 Boring 11 Elev. = 6055' 11/12 WC:23 DD=~7 LL= 8 Pl=21 50/5 70/12 Boring 12 Elev. = 6062' 1211i WC=1 DD=1g4 -200= 3 85/12 18/6.50/3 Boring 13 Elev. = 6052' 25/6.35/3 WC=1 +4=43 -200=20 Note: Explanation of symbols presented on Fig. 4. Aspen Glen Development -Sievers Ranch Property Boring 14 Elev. = 6044' 6f12 W :16 D0=91 -200:74 WSS=0.02 Bf12 w =~~ DD= 7/12 100/11 Boring 15 Elev. = 6016' 55/12 Logs of Exploratory Borings 0 5 10 ...., i Q,I Cl ..... 15 .c _, Q. c., Cl 20 2S Fig. 3 LEGEND: [;;) Topsoil; slightly organic to highly organic upper soil and root zone, ~ soft to firm, moist to highly moist, dark bro~m. n Clay (CL); silty and low plasticity to occasionally medium plasticity, sandy, Ll slightly gravelly, medium stiff to stiff, slightly moist to moist, red-brown to brown, typically calcareous and/or gypsiferous. Clay-Silt (CL-ML); to clayey silt, low plasticity, slightly sandy to sandy, ~ slightly gravelly, medium stiff to soft at Boring 4, slightly moist to moist ~nd highly moist with depth, red-brown, typically calcareous and/or gypsiferous. f?A Sand (SM-SC); silty to clayey, slightly gravelly to occasionally gravelly, scattered cobbles, loose to medium dense, slightly moist to moist with depth, red-brown, subangular rock fragments. Silt (ML-SM); sandy to very sandy, occasionally grading to silty sand, slightly gravelly, medium dense to stiff, slightly moist to moist with depth, red-brown, typically calcareous and/or gypsiferous. Gravel (GM-GC); with cobbles, silty to possibly clayey, medium dense to dense, moist, tan, angular rock fragments, (encountered only at Boring 10). Sand, Gravel and Cobbles (GM-GP); with boulders, slightly silty to occasionally silty, dense to very dense, slightly moist, light to medium brown, subrounded to rounded river terrace gravels. Relatively undisturbed drive sample; 2-inch l.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8-inch 1.0. split spoon sample, ASTM 0-1586. 15/12 Drive sample blow count; indicates that 15 blows of a 140~pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. T Prac~ical rig refusal. Where shown above bottom of log, indicates multiple attempts were made to advance the boring. 4 112 92 I Chen-Northern, Inc. I Aspen Glen Development NOTES: 1. Exploratory borings were drilled on October 28 and 29 and November 6and 7, 1991 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plans provided. 3. Elevations of exploratory borings were obtained by interpolation between contours on the site plans provided and the logs are drawn to depth. 4. s. 6. 7. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. No free water was encountered in the borings at the time of drilling. Fluctuations in water level may occur with time. Laboratory Testing Results: we= Water Content (i) DO= Ory Density (pcf) +4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve LL= liquid limit(~) Pl= Plasticity Index(~) WSS = Water Soluble Sulfates(%) I Legend and Notes I Fig.~ 40 TH-1 50 34/12 45 De p t h ( f t ) 40/12 24/12 16/12 50/11 TH-2 35 50/6 Project Number: 27-073 Figure A-1 GEOTECHNICAL ENGINEERING CONSULTANTS Aspen Glen, The Reserve 15 30 YEH AND ASSOCIATES, INC. FE N C E S B Y D E P T H - A S I Z E 2 7 - 0 7 3 , B O R I N G L O G S . G P J R D J . G D T 5 / 1 / 0 7 10 25 35 20 25 20 45 40 5 0 25/12 28/12 50/6 50/6 TH-4 15 10 5 30 0 50/6 24/12 47/12 50/7 TH-3 50 ......... ................................................... ................................................... .................................................... . .................................... . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . ......... . ................................................. . ................................................. . ................................................. . .................................. . .. .. .. .. . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................... . . . . .. .. . . . . . . ................................................................... . ................................................. •· ....................................................•.................................... .. . . .................................................................. .. ................................................... ................................................. . ..................................... . .. .................................................................. ........................................................................................................... . ................................. . ................................................................................................................................................................................................................................ 50/7 50 GEOTECHNICAL ENGINEERING CONSULTANTS De p t h ( f t ) YEH AND ASSOCIATES, INC.Aspen Glen, The Reserve TH-7 Project Number: 27-073 45 10 Figure A-2FE N C E S B Y D E P T H - A S I Z E 2 7 - 0 7 3 , B O R I N G L O G S . G P J R D J . G D T 5 / 1 / 0 7 TH-5 0 5 10 15 20 25 30 35 40 20 50 40 0 5 15 25 30 35 45 24/12 14/12 25/12 50/6 TH-6 26/12 6/12 28/12 16/12 22/12 ·,:J............................................................... ·,:J................................................................. . . D ................................ . : .. • .. • .. . : ::_ :J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;. :J ................................................................. ::: ~ ::.o ................................ . :_:•:·. • .. • .. :·:J ................................................................. :::i::::· ................................... . • \: . . : ·.-•:· . ............................................................................................................. .. ................................................................... ;:::::.-0 ................................ . • .. • .. . : ............................................................................................................. :J ................................................................. ::: ~:: .................................... . :_:•:·. • .. • .. ...................................................................................................................................................................................... (~ ................................ . ................................................................................................................................................................................................................................ Ii Soil Lithology Project: Aspen Glen, The Reserve GEOTECHNICAL ENGINEERING CONSULTANTS YEH AND ASSOCIATES, INC. Sample Types Modified California Sampler. The symbol 16/12 indicates that 16 blows from a 140 pound hammer falling 30 inches was used to drive 2-inch I.D. sampler 12 inches. Project Number: 27-073 Legend for Symbols Used on Test Hole Logs Figure A-3 Other Symbols Indicates practical drill rig refusal. Sand, silty, gravelly, occasional cobbles and boulders, medium dense to very dense, slightly moist, light brown, red-brown (SM). Gravel, silty, medium dense, slightly moist, red-brown (GM). Silt, slightly sandy, occasional gravel, medium stiff to very stiff, slightly moist, dark brown, red-brown (ML). Ii □ t [ill] mo rnJ EXHIBIT F DEBRIS FLOW HAZARD REVIEW AND SGM EXHIBITS www.geiconsultants.com GEI Consultants, Inc. 350 Indiana Street, Suite 750, Golden, CO 80401 303.625.9502 May 13, 2026 Project No. 2501902 VIA EMAIL: bryant@peak3aspen.com Bryant Ragan PEAK3 RESERVE LLC 310 Market St Basalt, CO 81621 Re:Debris Flow Hazard Review The Reserve Carbondale, Colorado Dear Bryant Ragan: In 2023, Lithos Engineering (now GEI Consultants) was retained by Cypress Equity Investments (CEI) to conduct a debris flow hazard review of the property for proposed residential development. This study included reviews of readily available geological literature, a site reconnaissance to observe surficial ground conditions, and preliminary recommendations for debris flow risk mitigation that were incorporated into prior site grading plans and designs by the civil engineer, SGM, Inc. In 2025, GEI provided additional support addressing Colorado Geological Survey (CGS) and Garfield County comments. Since that time, Peak3 Reserve LLC (Peak3) has purchased the site and modified the residential plan to decrease housing unit density and preserve site aesthetics with less overall disturbance. The purpose of this memorandum is to provide updates to the original study that summarize GEI’s efforts, review methodology, and provide general recommendations for existing debris flow mitigation design. 1.0 Introduction Located northwest of Carbondale, Colorado, west of County Road 109, The Reserve is a 159-acre and 10- lot proposed development site. Peak3 has requested GEI to modify prior deliverables into a guidance document to aid homeowners with site selection. In the original 2023 report, GEI: •Reviewed the previous mitigation design provided by HP Geotech in April 2005 for the Aspen Glen Golf Company. •Included recommended fixed barrier (berm) geometrical parameters using updated methodology. The debris flow mitigation design by HP Geotech included six- to eight-foot-tall sloped earthen berms to divert and retain material within 22 potential debris flow channels. The analysis and design relied on precipitation volume for a 100-year, 1-hour thunderstorm and a debris bulking factor of 2.0 to estimate the debris flow volume to be retained. GEi ■ Consultants Debris Flow Hazard Review 2 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. 2.0 Preliminary Design Methodology GEI performed the following tasks in developing debris flow mitigation parameters: •Reviewed existing site literature, including existing debris flow mitigation design, models, and procedures, site topographical survey and preliminary layouts, published geologic mapping, local geotechnical firms, and data provided by the Colorado Geological Survey (CGS). GEI has also been in communication with the CGS regarding existing geologic hazard studies at the project site, with a focus on active debris flow hazards. •Performed a field visit on September 12th, 2023, to measure the width and depth of existing debris flow channels and confirm existing geologic maps. •Followed procedures developed by Prochaska, Santi, and Higgins (Prochaska, 2008a, 2008b, and 2008c) to adjust debris flow mitigation berms for 22 potential debris flow channels, as shown in Figure 1. o Procedures listed by Prochaska result in two critical berm design parameters: berm height and debris flow runout. These are provided in Table 1, along with additional geometrical considerations. The general procedures used to establish model outputs are described below. 3.0 Model Outputs 3.1 Berm Height Equations 9 and 10 (Prochaska, 2008a) are used to estimate the lateral berm height. The output is dependent on the following input variables: •depth of flow: measured based on site visit observation. •width of flow: calibrated based on site visit observation, and adjusted to accommodate simultaneous debris flows from multiple basins. •mean flow velocity (defined by the channel slope and depth): Estimated based on site topography measurements. •radius of curvature of the engineered berm: estimated based on practical radius to avoid site developments. •acceleration of gravity: universal constant. •debris flow freeboard: 3 feet as recommended by the Federal Emergency Management Agency (FEMA). 3.2 Debris Flow Runout Equation 1 (Prochaska, 2008b) is used to determine debris flow runout, which is the distance debris is anticipated to flow from the mouth of the channel down the slope if left unmitigated. At this distance, it is presumed the debris flow will stop flowing and the height of the flow and subsequent berm height are equal to 0 feet. A terminal berm equation is provided in Section 4 Design Recommendations below to size a berm to contain flows and prevent runout onto adjacent property. The construction of lateral berms is not anticipated to exacerbate debris flow runout provided channel widths are not reduced below the minimum as discussed in the additional considerations section below. Debris Flow Hazard Review 3 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. The output is dependent on the following input variables: •mean flow velocity, acceleration of gravity, and debris flow depth as described above. •friction slope, channel slope, and fan slope: measured based on site survey and Google Earth mapping. 3.3 Debris Flow Volume Equation 3 (Prochaska, 2008a) provides an empirical relationship for the estimation of debris volume for recently burned drainage basins in the western United States. The models were adjusted to assume an un-burned existing state but can be adapted if future wildfires occur in the debris flow basins. These calculations assume debris is > 60% of volume of the debris/water mix. 3.4 Determining Input Variables The schematic below shows general debris flow geometry. Additional information for the development of input parameters is provided below: Fan slope Radius of curvature Berm/ rigid barrier Channel slope Schematic 1: General Debris Geometry, modified from Winter, 2020. Topographic channel feature Superficial deposits Canyon Mouth (A) Runout Distance Debris Flow Hazard Review 4 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. •Width and depth of flow are assumed to be equal to the width and depth of the existing flow channels, which GEI measured during the September 2023 site visit, and adjusted to accommodate for simultaneous debris flows where the berm re-directs multiple basins. •Channel and fan slope were determined using site survey and publicly available terrain data from Google Earth and the United States Geological Survey DEP Viewer. •Debris flow freeboard was defined as 3 feet as suggested by FEMA. •The friction slope for each flow was determined by an empirical relationship to the alluvial fan slope, described in Prochaska, 2008a. •The radius of curvature for each berm is taken at the location where the primary velocity vector of the debris flow will first contact the berm after departing the mouth of the debris flow channel. •Radius of curvature was measured from the conceptual locations of debris deflection structures as presented in documents provided by the site designer. •Total precipitation during a 100-year thunderstorm over the project site watershed is assumed to produce 1.66 inches per hour (HP Geotech, 2005). This is conservative compared to recent NOAA estimates which suggest 1.25 inches per hour, however it does fall within the upper and lower NOAA bounds which are 1.75 inches and 0.87 inches, respectively. While debris flow volume is sensitive to the precipitation rate, the berm heights are not sensitive to the precipitation rate. •The basin area burned is assumed to be zero acres, as the area is currently not burned. 3.5 Model Calibration and Validation The model was calibrated to historic debris flow deposit extents. Debris flow velocity is the most uncertain input value, as velocities are challenging to measure and have not been measured at this site. To account for the variability in debris flow velocity, the model was qualitatively calibrated by comparing calculated debris runout to the extent of mapped debris fans. If the calculated runout for a given debris flow indicated the flow would run short or long of boundaries mapped by Chen Northern Inc. (Chen Northern 1991), the debris flow velocity was adjusted until calculated runout was within the expected boundaries. 4.0 Preliminary Berm Height Design Recommendations 4.1 Berm Height and Extent The deflection berm height and expected runout distances for 22 debris flow channels are provided in Appendix B Table 1. Example recommended berm heights above surrounding grade noted are for the location at the upslope end of the berm near the mouth of their associated debris flow channel (“Point A”). The height of each berm may be reduced at a distance along the berm axis from the canyon mouth based upon the flows’ expected runout distance, as shown in the Appendix B graphs. The berms should be turned downhill at the terminus and not positioned to impact adjacent developments The berms may terminate at the elevation of the lowest downhill structure. A 2001 conceptual design by HP Geotech recommends berms associated with debris flows 11 through 15 have a maximum height of 6 feet and reduce to 4 feet. In their 2005 study, HP Geotech expects berms throughout the project site to have a maximum height between 6 feet to 8 feet, though design recommendations for individual berms are not provided. HP Geotech’s recommendations included precipitation rates only as a proxy to estimate debris flow volumes per the National Resources Conservation Service (NRCS) of applying a bulking factor to clear water flow. The bulking factor is variable but often ranges between 1.4 and 2.0. Current analysis assumes the debris concentration is > 60% with the remainder water. GEI recommends deflection berm minimum heights between 5 feet and 10 feet Debris Flow Hazard Review 5 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. including 3 feet of freeboard, as noted in Table 1. Similarly, GEI’s model is not sensitive to precipitation rates for the recommended berm heights. Precipitation intensity primarily affects maintenance considerations as debris flow materials will need to be excavated and removed after debris flow events to maintain capacity. With a goal of protecting the homes at the base of these slopes, the deflection berms may be terminated immediately below the structures’ lowest elevation, allowing the flows to deposit material naturally in open spaces below the structure. The Prochaska method generally assumes naturally vegetated slopes. Wildfire and mass vegetation removal will exacerbate the existing debris flow risk and require additional hydraulic modeling and mitigation design. 4.2 Guidance for Future Engineered Site Plans The current site plan provided by SGM on April 9, 2026, shows that the site has a reduced lot density to provide added flexibility for home site selection to incorporate debris flow mitigation considerations and less overall land disturbance. Figure 1 displays potential deflection berms and debris basins for the site, though Peak3 Reserve LLC plans to work with future homeowners to plan on finalizing the location of the home within the building envelope. This site-specific hazard mitigation will allow property owners to assess berm locations and develop engineered site plans that incorporate deflection berms or other debris flow mitigation options in accordance with applicable reporting that is then submitted with the building permit. This will also allow for more flexibility to minimize land disturbance and avoid impacts to critical mule deer sagebrush habitat. The Engineer of Record for an Engineered Site Plan will confirm accordance with site investigation reports and the recommendations herein. General guidance for how to implement this report and site selection specific to debris flow hazard management is as follows: 1.The homeowner selects a building site(s) within the parcel limitations. 2.The homeowner’s design and architectural team decides between debris flow netting within the canyon (lower aesthetic impact), or site grading by berms (higher aesthetic and overall site impact) for debris flow mitigation. 3.If debris flow nets are selected, the design team should consult with the net manufacturer for sizing guidance, work plans, site drawings, and installation. 4.If berms are chosen, the homeowner’s civil designer creates site grading plans incorporating berms extending from the canyon mouths in accordance with the recommendations herein for total berm height accommodating for a single or multiple berms, radius, swale width, extent, and protection. a.The designer may consult the Appendix B charts for initial berm height at canyon mouth, and the berm height taper at a distance along the berm axis from the canyon mouth. b.The berm will end at the lowest elevation of habitable site infrastructure. 5.The homeowner’s design team will prepare an Engineered Site Plan incorporating the selected site- specific debris flow hazard mitigation and site grading plans incorporating additional drainage and foundation preparation aspects. The Engineered Site Plan will include an affirmation that it meets the guidance provided in this study. 6.The Engineering Site Plan is reviewed by the County for further overall commentary, steps, or approval. Debris Flow Hazard Review 6 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. 5.0 Additional Considerations 5.1 Berm Cross-Section The current state of practice (Nasseri et al. 2006) suggests that without slope stability analysis, the upstream berm slope should be designed to 3H:1V. However, previous designs in Colorado have used slopes as steep as 1.5H:1V with Type C soil. Steepening the slope will reduce the volume of material required to construct the berm and reduce debris material run-up along the slope during a flow event. In Colorado, deflection berms may be considered a Diversion Dam, and the berm slopes must conform to a factor of safety of 1.3 (Prochaska, 2008a) following a limit equilibrium analysis with reasonable soil parameters. Slope armoring should be considered along the flow-side of the berm to reduce erosion. Sherard et al. (1963) recommends grouted or keyed riprap 36 inches and 48 inches in diameter for berms less than and greater than 8 feet, respectively at the initial canyon mouth diversion. Alternative slope armoring examples include: shotcrete or concrete, pre-cast blocks, galvanized gabion baskets, reinforced concrete fiber lining, or other strengthened, engineered material. A crest or top width of 10 feet is typical for constructability and to allow for maintenance and cleanout of the deflection area following a debris flow event; however, there is no minimum requirement. Furthermore, the berm location on-contour with the home elevation is not sensitive to the model/analysis allowing for flexibility in the lateral (perpendicular to slope) positioning of the berm, and berms can truncate just after a residential footprint if the residence elevation is planned at a higher elevation than the debris flow runout elevation. Note that berm height may be compounded with multiple parallel berms rather than a single berm, provided the distance between berms is of equal width to the berm width. For instance, two parallel 5- foot-tall berms may be used in place of a single 10-foot-tall berm. Graphs of berm heights in relation to their distance from the mouths of canyons across the site are shown in Appendix B. 5.2 Runout Distance Modeled debris flow runout and historical debris flow deposits suggest flows could run beyond the proposed residential road and existing County Road 109 in current pre-development conditions. Berm construction will not exacerbate current natural runout distances, provided berm placement does not restrain the debris flows to a channelized geometry less than that of the modeled natural channel. The minimum channel width, W, is provided in Table 1. Berms should be positioned to not reduce this value and can be designed to re-direct debris flow but not impact runout distance. Existing buildings are beyond the calibrated runout distance and are unaffected by existing conditions and proposed development. The addition of berms for proposed residential development would not impact existing infrastructure downhill of the site as the current debris flow runout distances and depths are still applicable, and the addition of berms re-directs the flow paths. The berms should not be positioned to re-direct the flow paths over topographic rises to adjacent properties. It is likely that the runout distances would decrease with the addition of berms at The Reserve. As such, no increased impacts to CR 109 or the Aspen Glen Golf Course more than under existing conditions are anticipated. Due to the existing nature of the site, the proposed North and South Reserve Road (site access road) is subject to periodic debris flow events requiring cleanup, though the velocity and depths of the flows would not be of great risk. Estimated depths of burial for major debris flow events, approximately 100-year Debris Flow Hazard Review 7 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. events based on correlations with Chen Northern Inc. (1991), at the proposed site access road are included in Table 1 within Appendix B. 5.3 Radius of Curvature The radius of curvature of the berm is measured at the location where the debris flow will first contact the berm after departing the mouth of the debris flow channel. However, it requires a large increase in berm radius to produce a substantial reduction in height, i.e. the model is not as sensitive to this parameter as others. A tight radius requires a greater berm height to re-direct the debris flow energy. For calculation purposes, we assume a minimum radius of curvature of 200 feet. 5.4 Wildfire Events The current estimations assume the basin is in its present un-burned state, though model calibration uses existing observed channel parameters that were likely created during past post-wildfire debris flow events. Wildfires significantly increase soil loss and debris flow susceptibility. It is likely additional measures will be required, including raising berm heights, installing additional flexible barriers, and on-call maintenance to remove accumulated deposits. Furthermore, the currently assumed return interval of debris flows would become obsolete in the event of a wildfire necessitating the use of more advanced techniques such as HEC- RAS modeling. 5.5 Design Optimizations Debris Berm Design Procedures described by Prochaska provide conservative berm heights. However, this method generally uses assumed debris flow heights and widths based upon field observations of existing channels. While existing topography and channels provide an estimate of the expected size of debris flows, they may not be representative of all statistically probable debris flow events, especially post wildfire. Equations developed by the Army Corps of Engineers and others can estimate debris flow volumes, but often fail to account for the complex geometries, variable slopes, and differing surface features within a given watershed basin. This is evident by the high variability of debris flow estimates between HP Geotech’s 2005 study and Chen Northern Inc’s 1993 study, which provided debris volumes differing by an order of magnitude for some basins. If a further refinement of debris flow volumes is required post wildfire or justified to optimize berm heights, it is possible to use modeling software such as HEC-RAS Mud and Debris Flow and input data from Lidar/survey and recent hydrology studies to provide more accurate estimations of debris flow height, width, velocity, volume, and runout. These software-based procedures are not currently widespread in the geologic engineering community, and thus not economically viable or practical for most private homeowners compared to the empirical approach herein. If the debris flow berm footprint is undesirable, flexible ring net barriers such as GeoBrugg UX, VX, and other netting may be implemented within the debris flow channels to reduce overall footprint (see Photo 1 below), though based on the current site plan, there is an off-property limitation in order for this mitigation to be utilized. Easement must be negotiated at adjacent parcels to install nets. These systems have proprietary analysis programs to aid in sizing and debris flow impact energy estimations. Debris flow Debris Flow Hazard Review 8 The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc. nets are available with 75-year design life components, with maintenance required solely to remove debris and replace impacted mechanical components after debris flow events. Image 1. An example of flexible ring-net barriers such as this debris flow barrier in-channel, looking upstream. 6.0 Closing If you have any questions, please feel free to contact the undersigned. Sincerely, GEI Consultants, Inc. Ryan Marsters, P.E., P.G. Senior Engineer – Tunnels and Geohazards Kaitlin Reiman, P.G. Project Manager Appendices Appendix A Figures Appendix B Berm Parameter Table and Graphs www.geiconsultants.com GEI Consultants, Inc. 350 Indiana Street, Suite 750, Golden, CO 80401 303.625.9502 References Chen Northern Inc., 1991, Preliminary Geology Map Aspen Glen Development Garfield County, Colorado, 1991. Colorado Geological Survey, September 2023, Personal Communication. Easton, J. L., Hallstrom, C. W., and Senzaki, K., 1979, Debris Dams and Basins Design Manual: Los Angeles County Flood Control District, https://ladpw.org/des/design_manuals/DebrisDamsBasins.pdf HP Geotech, 2001, The Reserve at Aspen Glen Conceptual Debris Flow Mitigation. HP Geotech, 2005, Preliminary Debris Flow Mitigation Study, The Reserve at Aspen Glen, Garfield County, Colorado. Nasseri, I., Klippel, S., Willardson, B., Soriano, L., Moyer J., and Gaplandzhyan M., 2006 Sedimentation Manual, 2nd ed: Los Angeles County Department of Public Works – Water Resources Division, https://ladpw.org/wrd/publication/index.cfm Prochaska, A. B., Santi, P. M., Higgins, J. D., Cannon, S. H., 2008a, Debris Basin and Deflection Berm Design for Fire-Related Debris-Flow Mitigation: Environmental and Engineering Geoscience, Vol. XIV, No. 4, pp. 297-313. Prochaska, A. B., Santi, P. M., Higgins, J. D., Cannon, S. H., 2008b, Debris-flow Runout Predictions Based on the Average Channel Slope (ACS): Engineering Geology, Vol. 98, pp. 29-40. Prochaska, A. B., Santi, P. M., Higgins, J. D., Cannon, S. H., 2008c, A Study of Methods to Estimate Debris Flow Velocity: Landslides, Vol. 5, pp. 431-444. United States Geologic Survey, USGS 3DEP Viewer, https://apps.nationalmap.gov/3depdem/ Winter, MG, Debris Flows, Geological Society, London, Engineering Geology Special Publications Volume 29, Chapter 5, Pages 163 – 185 Rud, Debris Flow Barrier Without Posts, copyright 2023, accessed online at: https://www.rud.com/en/products/barriertech/debris-barriers/omega-net.html GEi ■ Consultants Debris Flow Hazard Review The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc Appendix A Figures 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 1 2 3 4 5 6 7 8 9 10 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B20 A A A A A A A A A A A A A A A A A A A A A A REIMAN, KAITLIN B:\Working\PEAK3 RESERVE LLC\2501902 The Reserve at Aspen Glen Geologic Hazard Support\00_CAD\Figures\Design Help Figures\Site Plan and Figure 1 2026 update.dwg - 5/8/2026 Fig.1 Geologic Hazard Support Peak3 Reserve LLC Basalt, CO REFERENCE OVERLAY Debris Flow Paths and Debris Basins with Site Plan MAY 2026Project 2501902 Consultants SOURCES: 1.DEBRIS FLOW DATA: LITHOS ENGINEERING, THE RESERVE AT ASPEN GLEN, DEBRIS FLOW HAZARD REVIEW, FIGURE 1: DEBRIS FLOW PATHS, AND DEBRIS BASINS, DATED 10-4-2023. 2.SITE PLAN: SGM, THE RESERVE, DATED 04-08-2026. LEGEND: DEBRIS FLOW PATH DEFLECTION BERM DEBRIS BASIN RUNOUT DISTANCE 0 500 1000 SCALE, FEET 22 NOTES: 1. BERMS SHOW MAXIMUM LENGTH TO PROTECT FULL SITE DEVELOPMENT. BERMS MAY TRUNCATE AT LOWEST HABITABLE BUILDING ELEVATION. 2.POINT A IS THE UPSLOPE START OF THE RUNOUT DISTANCE. A . _...,,...- --+-++-+- GEI II DEBRIS FLOW CHANNEL 20 FT TYP W: MINIMUM CHANNEL WIDTH BERM CREST, 3FT MIN RADIUS OF CURVATURE 200 FT MIN DEBRIS SIDE SLOPE, 1:1 MAX, 2:1 RECOMMENDED, NATIVE VEGETATION 2:1, MAX TERMINUS BEYOND STRUCTURES, HEIGHT TAPERS A PLACE SLOPE ARMOURING 2:1 1:1 MAX, 2:1 REC. DEBRIS SIDE H W BERM MODIFIED SURFACE GRADE AND CONTOUR IF NEEDED EXISTING SURFACE BERM CREST 3 FT MIN REIMAN, KAITLIN B:\Working\PEAK3 RESERVE LLC\2501902 The Reserve at Aspen Glen Geologic Hazard Support\00_CAD\Figures\Design Help Figures\Typical Berm Schematic.dwg - 5/13/2026 Fig. 2 Geologic Hazard Support Peak3 Reserve LLC Basalt, CO DEBRIS FLOW BERM TYPICALS MAY 2026Project 2501902 Consultants TYPICAL DEBRIS FLOW BERM (PLAN VIEW) TYPICAL DEBRIS FLOW BERM (PROFILE VIEW) NOT FOR DESIGN NOT TO SCALE IL ., I Debris Flow Hazard Review The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc Appendix B Berm Parameter Table and Graphs Table 1. Rigid Barrier (Berm) Parameters Minimum Deflection Berm Height (ft)1Berm #Debris Flow #At canyon mouth (Point A) Burial Depth at Access Road2 (ft) Minimum Channel Width, W (ft) Runout Distance (ft) Debris Flow Volume (single event, CU. YDS) B1 2 9 N/A 16 730 450 B2 9 1 16 830 530 B3 3 9 1 16 830 530 B4 4 10 1 16 880 730 B5 5 10 <1 20 860 820 B6 6 2 20 730 630 B7 6 10 2 8 840 970 B8 7 & 8 5 <1 16 920 410 B9 9 6 <1 4 800 810 B10 7 1 8 800 1750 B11 10 7 <1 8 720 700 B12 11 7 <1 8 830 390 B13 12 & 13 7 <1 4 830 390 B14 14 7 <1 8 750 970 B15 16 7 <1 4 750 970 B16 17 9 <1 4 670 1090 B17 18 7 1 12 680 700 B18 19 10 1 24 660 930 B19 20 10 1 12 660 930 B20 21 & 22 10 N/A 16 720 930 Notes: 1.Berm information is an example for calculation purposes. 2.Burial Depth is approximately the berm height at the access road distance minus freeboard. Debris Flow Hazard Review The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc Graph 1. Berm Heights in relation to Canyon Mouth in Northern Portion of Site Graph 2. Berm Heights in relation to Canyon Mouth in Central Portion of Site 0.0 2.0 4.0 6.0 8.0 10.0 12.0 0 100 200 300 400 500 600 700 800 900 1000 B8 B9 B10 B11 B12 B13 B14 Berm Height versus Distance from Canyon Mouth (Central) Be r m H e i g h t ( f t ) Distance along berm from canyon mouth (ft) 0.0 2.0 4.0 6.0 8.0 10.0 12.0 0 100 200 300 400 500 600 700 800 900 1000 B1 B2 B3 B4 B5 B6 B7 Berm Height versus Distance from Canyon Mouth (North) Be r m H e i g h t ( f t ) Distance along berm from canyon mouth (ft) Debris Flow Hazard Review The Reserve Carbondale, Colorado May 13, 2026 GEI Consultants, Inc Graph 3. Berm Heights in relation to Canyon Mouth in Southern Portion of Site 0.0 2.0 4.0 6.0 8.0 10.0 12.0 0 100 200 300 400 500 600 700 800 B15 B16 B17 B18 B19 B20 Berm Height versus Distance from Canyon Mouth (South) Be r m H e i g h t ( f t ) Distance along berm from canyon mouth (ft) -+- -+- -+- -+- -+- ~*· .-:-,~:::: LEGEND: DEBRIS FLOW PATH 81 --DEFLECTION BERM A ------RUNOUT DISTANCE ~{t\,f<~~t~ --// / ! ------APPROXIMATE 30" SLOPE LINE ii i It i I " '& I J i t • ,' ·-•.. • .~: .:: • ,<~ •. "· . ,. \, . /.~ /<:: ~~~ I ~~· ·. ; '---------------- I I / / ···-····----------------------········ ~;::~::::;~---==~,-,,-=; ~ I I • 7 . j-/ : . _,.-y- I --~- :t·----,,,,,/•-, •,._ / ·:•_ •. \:·-~ \ \ \ • .. ., ... .-. ./ \ ··-.... ••. I • / · -. ~-- • -.. ... ,.. 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DEBRIS FLOW MITIGATION MEASURES BASED ON GEi CONSULTANTS ·DEBRIS FLOW HAZARD REVIEW, THE RESERVE, CARBONOALE, COLORADO" MAY 13, 2026 LETTER TO BRYANT RAGAN PEAl<.3 RESERVE LLC. 6145.6 145 6140 61 40 6135 6135 6130 ·:' 6D0 6125 ....., .:_ 61 25 6120 61 20 61 15 611 5 -36-20-10 0 10 20 30 40 50 3+00.00 HI "•30' Vl "•15 ' '•,-·-•' :,•···•. :.·.· ·-. ••. . .. L~G:~~><<>> ~ <. .. ----... ·..;·• . ..,....,..:::,,.,'·~·.,. • ···'! '-. / ."••. t, '-. 1,:> ' ~~: -~ < ~·· ••• ·• ..• ;:\:_ ·\\.\.:. ' . . .. ·i \\>,. '.>: •, '\ ~\ ... { ·. .. . •, ...... :~:·\ \. ·-..... ·. ., '• ........ -· • ....::<·· .. :.·::--, .. :--,-.:::··. ··. ·--.... :: ...... :~:::.'··.. '; .\:;~:.t::,:_·:>··:::. ::.·:.-~: • •.. :.:· • ... :. ··•, .. •• . ..__ .. .... ,···-.. __ -.. ·--.:::··, ···~l. • .. \.. •••• .. ~::··... ·-.. ··-•••...... • ··t · ·•.. ····--~,: .. ::.·-., .• ~~:-.: .... ···.·.·.,s. 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' , ' ' l ~S?t .... -+-+-+-+-<1--+-+-+-+--H i QC: f'He: ~ 2023-195.004 TBS DC PE: Engineered Site Plan -Lot 8 Owg No. 1 "" EXHIBIT G ENVIRONMENTAL IMPACT REPORT Prepared for: Peak3 Prepared by: SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970-384-9017 #2023-195.002 May 2026 Environmental Impact Report The Reserve Garfield County, Colorado www.sgm -inc.com S SGM The Reserve Environmental Impact Report i Table of Contents 1. Executive Summary 1 Summary of Findings 1 2. Project Description 3 Project Setting 3 Impacts to Vegetation and Wildlife Resources 5 Vegetation 5 Noxious Weeds 5 Weed Management 5 Revegetation 5 Wetlands and Waters of the United States 6 Federally Listed Threatened or Endangered Species 6 Bald Eagle 8 Elk 11 Mule Deer 14 Black Bear 17 References Cited 19 LIST OF FIGURES Figure 1 – Vicinity Map 2 Figure 2 – Site Map and Proposed Lot Layout 4 Figure 3 - Wetlands and Noxious Weeds 9 Figure 4 – Bald Eagle Habitat 10 Figure 5 – Elk Habitat 13 Figure 6 – Mule Deer Habitat 16 Figure 7 - Black Bear Habitat 18 LIST OF APPENDICES Appendix A – CPW Habitat Definitions 38 1.1. 2.1. The Reserve Environmental Impact Report 1 1. Executive Summary This report has been revised to reflect Peak3’s (“Applicant”) development proposal with an approximate 50 percent reduction in the number of single-family homes from 21 to 10. Peak3 is seeking to subdivide 160 acres into 10 single family lots with up to 10 ADUs (30.1 acres), hillside open space (91.4 acres), and common open space (14.2 acres), which is consistent with the PUD Plan Map and underlying PUD Zone District. Of the 30.1 acres proposed for single family lots 17.1 acres are proposed for building envelopes with the remaining acreage and associated plant community conserved. The parcels are located approximately 3 miles west of Carbondale along County Road 109 (Figure 1). The parcel is currently undeveloped with sagebrush shrublands and other native vegetation dominating the site. The purpose of this report is to document current conditions, to discuss the potential impacts of the proposed project on wildlife, document noxious weed infestations, and outline appropriate mitigation measures. Summary of Findings • Noxious weeds will need to be managed; early and aggressive treatment will be needed to prevent their spread both on and off the facility. • There are no Threatened or Endangered Species issues associated with the site. • The project would be in elk and mule deer winter ranges, and in the vicinity of bear concentration areas. The proposed development would reduce the amount of winter range for elk and mule deer. However, the low density and location of the building envelopes would help to reduce those effects. Maintaining as much native vegetation as possible between the building envelopes can serve as wildlife corridors as well as visual buffers allowing big game such as elk and deer to forage and move through the development. • There are no bald eagle buffers within the project area. • There is a small wetland at the edge of Lot 10 at the southern edge of the site, which is subject to protective stipulations under Garfield County Land Use Code and State of Colorado Water Quality Control Act. However, the proposed development plan would not impact the wetland. The Reserve Environmental Report 2 Figure 1 – Vicinity Map ~­ ~- ~: Highways f ~ Roads ~; f""t, Strea m/River 1 I A~ CanaVDitch Planned Development ~ Bike Path Lotting Plan 555 Rl.,.e,Q11e LIii, 9uk 1 84-f o.,. ... 90,co,uot t7tH5U4t ••w.19 fl COffl The Reserve "" .,.._lorAl',.1<t1tlOISWIY~e.'i20Zll2Cl)-•to-e"""',Cil~•,"-"'-G1Slt.OCCit,l,tr,e,,Gler#I~""'-.... t inch equals 1,200 feet The Reserve Environmental Impact Report 3 2. Project Description As previously discussed, Peak3 is seeking to subdivide 160 acres into 10 single family lots (30.1 acres), hillside open space (91.4 acres), and common open space (14.2 acres). The project area is located along County Road (CR) 109 approximately 3 miles west of Carbondale, Colorado (Figure 2). This is a green field development, and much of the plant community remains undisturbed. Project Setting The project is located along CR 109 and consists of a northeast facing slope dominated by pinyon (Pinus edulis), juniper (Juniperus scopulorum) woodlands that extends beyond the parcel boundaries to the south. As one moves north within the project area, the terrain changes from steep hillsides to a more moderate gradient with a corresponding change in the plant community to big sagebrush (Artemisia tridentata), rabbit brush (Chrysothamnus viscidiflorus), smooth brome (Bromus inermis), western wheatgrass (Pascopyrum smithii), as well as other herbaceous species. Irrigation tail water drains from an adjacent property through the southern portion of the project area. Originally, the tail water drained through a culvert under the bike path and a second culvert under the county road towards the Roaring Fork River. The drainage way has not been maintained leading to surface flooding. A small wetland was delineated in this area and is discussed in greater detail below. Land use directly northeast of the project area includes the Aspen Glen subdivision, golf course, as well as a gravel pit. Land south and west of the project area is privately owned, but for a BLM managed parcel along the northwest boundary of the project area. 2.1. The Reserve Environmental Impact Report 4 Figure 2 – Site Map and Proposed Lot Layout Map Legend ,_,. Pa rcel Boundary ~ Proposed Development Highways ~ Roads ~ Stream/River 1 •' 1 • Canal/Ditch Pipeline Other Parcels Land Ownership BLM Local Planned Development ~ Bike Path Lotting Plan ~ Right of Way (new) L] Bui lding Envelopes 6 SGM SH Rh••10u• L"', Sui1• a ••• D.-•"-1•• COtU01 trtHUJ41 •••·•I •'I< CO/II Figure 2 Site Map The Reserv e t>.ia Soll'CAI.: enet lrn.lgety, GarfielO C,ou,wy GIS (Parcels, Aoaclst USG$ (NH ). 875 (Larcl Own1rshlp, 1 lighways) FH1 ,~ ftai,n __,..,IK',GISSI!~ ~zim:nm:t>,~~"'d'OIS""~-~ 1 inch equals 875 feet TNl~0~-11lli'l1'ftllldhw~ll~N,_.(IW l'lll~lllk,olll-..all!lldc:ft'dlr~so,,m;~lllr-~lliwllokatbnl The Reserve Environmental Impact Report 5 Impacts to Vegetation and Wildlife Resources Vegetation The pinyon juniper woodlands and sagebrush shrublands provide year-round habitat for a variety of wildlife species, including nesting birds, small mammals, elk, mule deer, carnivores, and other wildlife groups. The proposed project residential development and associate surface disturbance would occur in the sagebrush shrublands leaving the pinyon juniper woodlands in place. Noxious Weeds Earth disturbance creates new opportunities for noxious weeds to spread outcompeting native plant species and potentially impacting the integrity of native plant communities. This section provides background information regarding noxious weeds, outlines general goals, and provides suggestions for effective management. The project area currently supports several noxious weeds including Scotch thistle (Onopordum acanthium), common mullein (Verbascum Thapsus), and cheatgrass (Bromus tectorum). Figure 3 illustrates the locations of weed infestations and Table 1 lists the noxious weeds identified within the project parcel and their state and county noxious weed status. Table 1 – Noxious Weeds Present on Site Noxious Weeds Common Name Scientific Name Colorado Listed Species Garfield County Listed Species Cheatgrass Bromus tectorum Yes (List C) No Scotch thistle Onopordum acanthium Yes (list B) Yes Common mullein Verbascum Thapsus Yes, (List C) No Weed Management The best technique (or techniques) for managing a given weed infestation is dependent on many factors: access, growth form of the weed species (e.g., annual, biennial, or perennial), size of the weed patch, and proximity of the weed patch to sensitive areas (water sources, rare plant or animal habitat, etc.), and the weather and temperature at the time of control. As the area already has noxious weeds, new ground disturbing activities including grubbing, grading, staging, and road construction will allow noxious weeds to expand their cover. Seasonal herbicide treatments will need to be aggressive and persistent, with ongoing efforts being conducted throughout the growing season to control existing and new infestations. Without aggressive and persistent weed management, it is likely that weeds could move beyond the boundaries of their current infestations and into adjacent lands and undisturbed habitats. Revegetation Successful weed control programs often require aggressive and persistent revegetation efforts of areas formerly occupied by noxious weeds. The undeveloped areas of the project area will not be significantly disturbed; therefore, it is unlikely that weed abundance will increase dramatically in these areas. In the case of this project, The Reserve Environmental Impact Report 6 low growing grasses and forbs with good ground cover would reduce erosion issues. Since most weeds are ruderal species that prefer disturbed sites, reseeding/vegetative plantings should take place as soon as possible following disturbance. This will minimize the likelihood that existing weed populations will infest newly disturbed sites. Wetlands and Waters of the United States A wetland and waters investigation was completed for the project area in accordance with the US Army Corps of Engineers (USACE) 1987 manual and the Western Mountains and Valleys Regional supplement. A small palustrine emergent wetland (PEM) was identified near the southern end of the project area adjacent to the ditch carrying irrigation tail water from irrigated pastures to the south and at a higher elevation than the project area itself (Figure 3). PEM wetlands consist of herbaceous plant species that are adapted to growing in soils inundated or saturated with water. Though the wetland itself is not federally-regulated based on the current USACE and EPA definition1, due to a lack of continuous connectivity to downstream waters, CDPHE considers this small 39 square foot wetland as “Waters of the State” and regulates impacts under the Colorado Water Quality Control Act. The wetland also qualifies as a Waterbody under Garfield County’s Land Use Code and is subject to protective stipulations as described in Section 7-203, including a 35-foot setback, unless the wetland can be shown conclusively to be entirely and exclusively supported by irrigation water. Federally Listed Threatened or Endangered Species SGM queried the US Fish and Wildlife Service’s (USFWS) Information for Planning and Consultation (IPaC) database on March 25, 2026, which identified eleven potentially threatened or endangered species that might occur in the project area. Those twelve species include Canada lynx, gray wolf, Mexican spotted-owl, yellow-billed cuckoo, bonytail chub, Colorado pikeminnow, humpback chub, razorback sucker, monarch butterfly, silverspot butterfly, Suckley’s bumble bee, and Ute ladies’-tresses. While all listed species were initially considered, species where there would be No effect from the project were eliminated from further consideration. The decision to eliminate a species from consideration was based on known range distributions and/or complete habitat incompatibility (Table 2). 1 Per the “Revised Definition of Waters of the United States”, August 29 2023, as promulgated by the USACE in response to the Sackett vs. EPA SCOTUS decision The Reserve Environmental Impact Report 7 Table 2 - Federally-Listed Species Initially Considered Species1 Occurrence Habitat Association Potential Habitat in Project Area? Potential Impact/Issue? MAMMALS Canada Lynx (FT) (Lynx canadensis) High mountain areas with large expanses of conifer forests in Colorado Spruce/fir and lodgepole pine forests, sometimes aspen forests No No Gray Wolf (FE) (Canis lupus) Northern counties, no packs in state at this time Shrublands, forests and areas away from human habitation No No BIRDS Mexican spotted-owl (FT, ST) Strix occidentalis lucida Southwest Colorado, and along Wet Mountains, Rampart Range Deep shaded canyons with closed canopy conifers and cliffs No No Yellow-billed cuckoo (FT) Coccyzus americanus North Fork of Gunnison, Colorado, Dolores, Yampa and Rio Grande rivers Large cottonwood stands along larger rivers No No FISHES Bonytail chub (FE, SE) Gila elegans No known populations remain in Colorado Large, swift-flowing waters of the Colorado River system No No Colorado pikeminnow (FE, ST) Ptychocheilus lucius Colorado, Dolores, Green, Gunnison, San Juan, White and Yampa Large, swift-flowing rivers that are seasonally turbid with warm backwaters No No Humpback chub (FE, ST) Gila cypha Green, Yampa and Colorado Rivers Pools and eddies in areas of fast- flowing, deep, turbid water, often associated with cliffs and boulders No No Razorback sucker (FE, SE) Xyrauchen texanus Lower Yampa and lower Colorado Rivers Deep, clear to turbid waters of large rivers and reservoirs, with silt, mud, or gravel substrate. Quiet, soft- bottom river backwaters No No INSECTS Monarch Butterfly (C) Damaus plexippus Throughout North America Breeding areas in North America include all patches of milkweed. Yes No Silverspot Butterfly (FT) Speyeria Nokomis nokomis Larva feed exclusively on the bog violet (Viola nephrophylla) Moist open wetland meadows Yes No Suckley’s Cuckoo Bumble Bee Bombus suckleyi Historically widespread in the western US. Nest parasite of other Bombus species. Habitat loss at all elevations and corresponding decreases populations of host bumble bee species. Yes Yes PLANTS Ute Ladies’-tresses (FT) Spiranthese diluvialis Northwest Colorado, the Roaring Fork Valley, and the northern Front Range Moist meadows, seasonal river terraces, and irrigation channels below 7000 feet in elevation Yes No Source: CPW 2015 FE = Federally Endangered; PE = Proposed Endangered; FT = Federally Threatened; SE = State Endangered; ST = State Threatened; SGCN = Species of Greatest Conservation Need; C = Candidate During site visits, the conditions on the property were explicitly assessed for suitability for the four species that have the potential to occur: monarch butterfly, silverspot butterfly, Suckley’s bumble bee, and Ute ladies’-tresses orchid. The site was found not to contain obligate host plants for the butterflies (milkweed [Asclepias] and violet [Viola], respectively) and therefore cannot support breeding or overwintering populations of these insects. The small portions of the sites that were saturated enough to potentially support Ute ladies’-tresses were carefully The Reserve Environmental Impact Report 8 assessed in the course of the wetland delineation. A nearby reference population was also visited to aid in establishing an accurate search image. No orchids were found, despite the fact that nearby populations were in full bloom and notable abundance at the time of the investigation. There is no evidence that Ute ladies’-tresses orchid occupies the small amount of marginal habitat present on the site. The project area is within the geographic range for Suckley’s bumble bee, and the project area supports wildflowers and cultivars suitable for bumble bee (Bombus spp) foraging. It is therefore assumed that this species may occur in or near the project area. The project would involve earthmoving activities on approximately 17 acres and therefore bumble bee colonies would likely be directly impacted by construction, possibly taking eggs, larvae, and adults. Foraging plants (flowers) would also be removed through the construction process, which could reduce the availability of food sources for Bombus species, which are hosts to the Suckley’s cuckoo bumble bee. Long term, there would also be a reduction in the availability of flowering forbs in portions of the project area. Because of the likelihood of potential direct, indirect, and cumulative impacts to this species, its host species, and host species foraging plants, this project likely warrants a determination of Not Likely to Jeopardize the Proposed Endangered Suckley’s cuckoo bumble bee. The project area does not support suitable habitat and is not within the range of any other listed species. The project is not within any Proposed or existing Critical Habitats and would have no effect on any Proposed or existing Critical Habitats. Bald Eagle Bald eagles (Haliaeetus leucocephalus) are federally protected by the Bald and Golden Eagle Protection Act of 1940. They are also protected under the Migratory Bird Treaty Act of 1918. CPW tracks bald eagle populations, nesting sites, roosting habitat, and foraging areas and has developed protective stipulations for the species, with specific recommendations for nests, winter night roosts, and hunting perches (CPW 2008). As currently mapped, the Project is located within bald eagle Winter Range and in Winter Foraging habitats which generally coincide with big game winter ranges, where bald eagles opportunistically forage on winter-killed big game. The Project is approximately 0.4s mile from the nearest roost sites and is not within 1/2 mile from the nearest nesting areas along the Roaring Fork River (Figure 4). No nests are currently located within or adjacent to the Project area. There are no habitats of the type preferred by nesting eagles (large deciduous tree adjacent to flowing water) within the project area. Bald eagles occurring in the Project area would likely be limited to scavenging on winter-killed big game species. No significant impacts to eagles are anticipated given there are no suitable perching sites or nesting trees in the project area. Therefore, the project is anticipated to have little to no impact to local bald eagle populations. The Reserve Environmental Impact Report 9 Figure 3 - Wetlands and Noxious Weeds Map Legend ,6if/J Parcel Boundary ~ Proposed Development 0 Soil Pits -Culvert /'"'\._; Roads WoUS <:z:Z) PEM Wetland (39 sqft) /'"'\._; WoUS Lines Noxious Weeds Areas Scotch thistle (14,564 sqft) Common mu llein (356 sqft) ~ Downy brome, cheatgrass (821 sqft) 0 Noxious Weeds GPS Points Planned Development Bike Path Lotting Plan Right of Way (new) Building Envelopes 6 SGM SU AlnrO•t• l•, Svll• 84-1 o"".,. ... co,uo1 tttlUU41 .,.W.lf 114 COffl Figure 3 Wet lands and Nox iou s Weeds The Res8fV8 D~ So11ties:-Garfteld County GIS (Pairoek. ROilOI). USGS (NHD ~'t, TopograpNc BaH!NIP), ESRJ 100 (Land OwMrshlp. I lighwaya) l!!!!!!!!!liiiiil!!!!!!!!&&il F ... l"k '~~~~ ~'2!11:t'm)..ffl~""""'"'.o""'~~---1 inch equals 100 feet Ttetlb!Mf.l)f!O~r.,e,t,lil .. llCftdedJ'Oit'~JIIWflrll'OColl,,.:,i,ff.Rl:l.flOkCllildliX.-...:nlS'll-.-b'CIOkl\:.,_.~ The Reserve Environmental Impact Report 10 Figure 4 – Bald Eagle Habitat oposed Development ghways ds ,-.,,,... Stream/River , •" Canal/01tch Pipe line CPW Bald Eagle Data Summer Forage RoostSrte Nest Site Active Destroyed Range covers map area extent 6 SGM 5HRh••10•1•L"',!luk•B4-I o ... ,._.,co,001 ne,u.no •••-•Y .., COffl Figure 4 CPW Bald Eagle Habitat The Reserve Daltl: 5,'A/202G Jooffo 202~195 Data So"°8a· 131ng,t,enel rner,try, GarlielO Co..,MCy GIS (Parcels, Roads). USG$ {NHO H~). CPW 2,000 (~s Data) !!!!!!!!l;;;;;;.a!!!!!!!!&;;;;iia Feel "'"" 1Mg---~,Gl55!1fo'~~o2Ul'J'ilOZ>l ~,1!-«Gl&rMIIDt~a.11~ 1 inch equals 2,000 feet TfCl~a~-•lsillOr!llod l'bf ..... lllU..ri,OOUfllll,ff.ftilktlOkcllldo(-i,!Oll\:;rA-«:IISl'Jt"ltOK~ .... ,-.:ttw. The Reserve Environmental Impact Report 11 Elk In the southern Rocky Mountains, as elsewhere in North America, elk are often associated with edge (ecotone) habitats where forested and meadow/shrubland systems are intermingled. During much of the year, elk are typically found near edges where forests grow adjacent to parks, meadows, or alpine tundra (Fitzgerald et al. 1994). During the summer months, elk may spend significant amounts of time feeding in open alpine environments above tree line. Use of alpine habitats is thought to be associated with the cooler temperatures, persistent snowbanks, and breezy conditions that keep bothersome flying insects to a minimum (Adams 1982, Lyon and Ward 1982). During the winter elk may congregate in low elevation sagebrush expanses, pinyon and juniper woodlands, irrigated meadows, and other open habitats that are significant distances from forested cover (Lyon and Ward 1982). On winter ranges, elk form mixed herds of bulls, cows, and calves (Fitzgerald et al. 1994), but in the more developed areas in Colorado, bulls may avoid traditional winter ranges that are near high-use roads, homes, and other human developments (Dodd et al. 2007). Generally, elk feed at twilight and at night, but they readily forage and disperse through the daylight hours. Most elk mortality is due to predation on calves, hunting, and winter starvation. Localized mortality from vehicle strikes may also produce noticeable impacts on herds where traffic exceeds 1,000 VPD and where traffic travels at high speeds (Gagnon et al. 2007). Elk are generalist feeders, but usually prefer to graze on grasses, grass-like plants, and forbs during the non-winter months (Nelson and Leege 1982, Fitzgerald et al. 1984). The specific diet for elk in a particular locality is largely determined by the season and palatability of available forage plants (Nelson and Leege 1982). In Colorado, elk show a clear preference for grasses and grass-like plants (Hoover and Wills 1984). Browse species can also vary by site and palatability of available plants. Shrubs, deciduous trees, and sometimes conifers compose much of the winter diet when snow depth limits access to grasses, sedges, and forbs (Nelson and Leege 1982). On Colorado winter ranges, oakbrush (Quercus gambelii), aspen (Populus tremuloides), serviceberry (Amelanchier spp.), sagebrush, and snowberry (Symphorocarpos spp.) are the major browse species used by elk (Hoover and Wills 1984). Issues of Concern. CPW staff have indicated that most herds near mountain communities have decreased by 50 to 60 percent of their peak population sizes in the mid- to late-1990s. While direct habitat loss has slowed from the 2000s, there has been a widespread increase in outdoor uses around mountain communities, primarily through increased trail construction, and now almost year-round recreation (C. Wescoatt and B. Andree, CPW District Wildlife Managers, as cited in Vail Daily, 6/16/2018; M. Yamashita 12/10/2020). There is no single definitive activity or habitat impact that can be strongly linked to elk population declines, but the current hypothesis is that the long-term reduction in winter ranges and increased year-round human pressure (primarily through recreation) in a variety of habitats are having cumulative impacts at a level where elk’s ability to produce viable numbers of calves is unable to replace yearly mortality. The Project area falls within CPW mapped Elk Winter Range (Figure 5), which encompass much of the Roaring Fork River Valley. As snow accumulates during the early winter, elk are slowly pushed to lower elevations. Elk will begin to winter on the valley floor in late November or December, depending on snowfall, congregating on more southerly exposures where snow depths are shallower, and browse is more available. Impact Analysis. The proposed low density 10 lot residential development, minimizing the conversion of native plant communities and reducing potential impacts to big game species. The proposed project would not impact elk summer range habitats, or any elk Production (calving) areas. The project would not impact elk severe winter range, but there would be impacts to elk winter range as discussed below. Up until early winter, home construction activities should have no impact on elk. Once elk begin to filter into the area (in November and early December), the daily human activities at the site, including noise, motion, equipment operations, traffic, lighting, snowplowing, etc., would likely preclude most elk use in the vicinity of home The Reserve Environmental Impact Report 12 construction or utility installation. While elk can avoid areas of high human activity by up to ½ mile, they can also become accustomed to some levels of regular or “anticipatory” human activities, especially when those activities are limited to a relatively confined area, such as an individual homesite. Regardless, for the purpose of this report, it is assumed that most available winter ranges in and around the project area would see diminished elk use during winter construction. However, elk would still likely migrate through the proposed development. Elk will also likely linger in the pinyon-juniper woodlands south of the proposed residential lots. After construction, the residential development would see relatively low levels of human activity in the winter months, when elk would be in the area. Snow plowing, the coming and goings of homeowners, and limited outdoor activities would occur in the winter. This low level of human activity may produce some temporary avoidance of otherwise available habitats in the project area, but elk would likely resume reduced amounts of foraging or loafing in the vicinity of the home sites. While it is unlikely that development of the Project would result in any noticeable or significantly detrimental impacts to elk at the herd level, the development would cumulatively reduce winter range foraging areas, which is a very important habitat component given the poor condition most elk are in during the winter season and would cumulatively reduce available elk winter range habitats. Wildlife Mitigation Planning. Garfield County and CPW require wildlife mitigation planning from the application to help offset permanent and temporary habitat impacts. Through these discussions with CPW, and with other input, the applicant will work to develop the following items as part of a Wildlife Mitigation Plan. Items put forth by CPW included wildlife impact minimization measures, or “wildlife best management practices” that could include: • Winter timing and activity stipulations to avoid and minimize more extensive maintenance activities disturbance to elk. • Maintain and enhance native vegetation between building envelopes would provide movement corridors for elk and deer through the development. • Aggressive weed management within the project area. More extensive mitigation efforts could include the following: • Financial contributions for conservation easements, research, and elk management • Prohibiting contractors from bringing dogs to the home construction sites. • Strategically placing building envelopes to create migration corridors through the project area. Other potential items could include: • Project sponsorship of removing old livestock fencing in area. • Thinning and removal of pinyon/juniper in adjacent woodlands to improve grazing and browsing opportunities. • Development of wintertime water sources for elk. • Assistance with habitat improvement and water resource development on neighboring federal lands. Through the development of the mitigation plan with CPW, impacts to elk would be minimized, and should not result in significant, long-term detrimental impacts resulting in reductions in herd size or significant impacts to habitat. The Reserve Environmental Impact Report 13 Figure 5 – Elk Habitat Map Legend Proposed Development Highways Roads CPW Elk Data ~ Winter Concentration Area ~ Severe Winter Range Production Area Summer Range Highway Crossing S SGM Figure 5 CPW El k Hab itat 55S RIY•r0'9• LA, Sulila 84-1 o.,•,.••• COIUl)1 tHJU.2S41 -••11 The Reserve Range covers map area exten t Data $o11tA1a:;B,ngAen,al~.GarllekiCourwyGIS(Parte1:s,Ro9d•t USGS(NHOH)O'Ok:,gyJ.CPW 1.000 (Spe(llls O..ta) 1!!!!!!!1;;;;;;;;!!!!!!!!11.;;;;;a Fffl ne 't.lllll"lllm'"'MIGIS~~-""""_.,202'J'<2CIZJ•1m-o.--r.o.-.r--oois.wxo.J1cier0~aiwx 1 inch equals 1,000 feet TNl~ol~«ltl'••ltfflllflllllell'twO-IICGflri,.iCllll'plMILRi1,._.lllk,iill--.Jor\\iir~ltMIIISIClr-~llolt61oGaiMw The Reserve Environmental Impact Report 14 Mule Deer Mule deer occur throughout Colorado and are relatively common in the west. Mule deer occupy all ecosystems in Colorado from grasslands to alpine tundra, but they reach their greatest densities in shrublands on rough, broken terrain, which provides abundant browse and cover. Their wide distribution and general adaptability make for broad diets. However, deer are browsers (primarily eating shrubs and twigs), as opposed to grazers (which eat mostly grasses). In Colorado the winter diets of mule deer consist of browse from a variety of trees, shrubs (74%) and grasses and forbs (26%), depending on local browse availability. In the spring and summer, browse contributes around 50% of the diet, and forbs and grasses make up the remainder (Fitzgerald et al. 1994). Browse use increases again in the fall to 60% and forb consumption decreases to 30% (Fitzgerald et al. 1994). Several studies in Colorado have indicated that diets containing 30% or more of sagebrush or juniper (Sabina spp.) reduce rumen microbes and are therefore deleterious (Carpenter 1976, Nagy and Tengerdy 1967, Nagy et al. 1964, Alldredge et al. 1974). When heavy snows bury grasses and forbs on rangelands and force mule deer to consume high amounts of sage and juniper, mortality rates increase due to malnutrition. Mule deer are mostly nocturnal and crepuscular in the warmer summer months and become more diurnal during winter. Activity depends on local conditions including temperature, season, weather, and forage. Over much of Colorado the species is migratory, summering at higher elevations and moving downslope to winter ranges. In some areas of Colorado migrations may be over 55 miles, but in most areas, migrations are closer to about 5 miles. The routes followed are often habitual, and deer show a certain amount of fidelity to these routes. Snow depths of 8 to 16 inches appear to trigger fall movements, and depths over 3 feet prevent use of an area (Loveless 1967). In some areas of northwestern Colorado mule deer begin migrations before snow accumulation (Fitzgerald et al. 1994). These authors suggest that better-quality forage on winter range at that time of year triggers the movements. Throughout the winter mule deer will move about winter ranges, depending on snowfall and snow-melting events, but prefer to linger on more south-facing slopes where snow depth is shallowest. Spring and summer ranges are most typically a mosaic of meadows, aspen woodlands, alpine tundra and Krummholz, or montane forest edges. Montane forests and pinyon-juniper woodlands with good shrubby understories are often favored winter ranges. Because of the mule deer’s seasonal migratory movements, estimation of home ranges is somewhat difficult; however, deer appear to be seasonally sedentary, staying within areas of 100 to 2,200 acres. In areas where the animals do not migrate significant distances, annual home ranges are 1,700 acres to 5,400 acres (Mackie et al. 1982). Migrating individuals show strong winter and summer range site fidelity. Mortality in mule deer varies with age class and region. In Colorado, annual fawn mortality can vary as much as from 27% to 67% (Anderson and Bowden 1977). Fawn mortality is due to predation and starvation. Larger fawns are more likely to survive, and smaller fawns are more likely to starve. However, predators will take any size of fawn. Winter mortality of fawns may approach 75% annually. Mortality of adult deer is mostly from hunting and starvation (Carpenter 1976). Predators include coyotes, bobcats, golden eagles, mountain lions, black bears, and domestic dogs. Locally, coyote and mountain lion predation on fawns can account for significant mortality within populations. Fawns comprise about half of the yearly mortality; while mature females and bucks comprise the remaining 15% and 35% of the annual mortality, respectively. Like elk, impacts to mule deer from human activities, recreational activities, trails and dogs have been well studied and documented in scientific literature. Issues of Concern. Historically, mule deer would have utilized a wide swath of habitat throughout the Roaring Fork River Valley, but residential and commercial development has removed a significant amount of native shrublands, meadows, and riparian habitat resulting in habitat fragmentation. While the loss of shrublands and meadows has removed some important habitat components, mule deer can continue to use the edges of The Reserve Environmental Impact Report 15 pastures from grazing. The presence of existing residential developments near the project have compounded a situation where mule deer movement and migration in the immediate vicinity has been impacted. Mule deer use of the project area occurs year-round. Like elk, the presence of other development adjacent to the project area has reduced habitat effectiveness across portions of the parcels, and mule deer likely avoid areas with high levels of human activity. CPW has mapped the project area as Winter Range, and approximately 2/3 of the site fall within Severe Winter Range area. However, mule deer are subject to much the same snow depth limitations as elk: snow accumulations deeper than a foot can preclude significant utilization. Winter habitat utilization would be concentrated on more southerly slopes which retain significantly less snowpack due to greater wind scour and greater solar exposure and are preferred habitat for mule deer in the winter. Making up a portion of the southside of the Roaring Fork River Valley, the project area does not consist of a south facing slopes (Figure 6). Impact Analysis. The proposed low density residential development minimizing the conversion of native plant communities and reducing potential impacts to big game species. Mule deer are likely in the project area year- round, and therefore summertime construction would cause mule deer to avoid the immediate project area, at least during the daytime hours (deer may still use areas near the construction zones at night). While it is unknown how many mule deer utilize winter range habitats in the project area, any losses of winter range habitat can be concerning, and would have cumulatively negative impacts on mule deer winter range. Mitigation Planning. Please see previous discussions regarding elk. Elk habitat mitigation measures would have the same beneficiary results to mule deer habitat as well. The Reserve Environmental Impact Report 16 Figure 6 – Mule Deer Habitat Map Legend Proposed Development Highways ~ Roads rt"1, Stream/R iver 1 • r '· Canal/Ditch CPW Mule Deer Data Severe W inter Range Winter Concentration Area Highway Cross i ng Winter Range Range covers map area extent SGM !i!i!i Rl n,011& LIii, tuk • 84•1 0 ......... co ,uo, 111,un•• "'"""'·•I fl<COffl Figure 6 CPW Mule Deer Habitat The Reserve ON Sol.FCea: 8lrlg Aerial lmaglfy, Garlield Courq GlS (Parcell, Road1) USGS (N.HO H}'droiot;wJ. CPW 1,000 (S~• Oat.t) l!!!!!!!!l;;;;;.i!!!!!!!Siiiil F .. I n-e ".eo-lool1Jllt"l'Q&5St'JW""""'Jlt9'-A'20:tJtlll2'Htl>Cr~~~'(j1$N.xc,;,._~cn 1 inch equals 1,000 feet TMIM~-d~-l&m,;,tldildflllQjl.!lalllldMJri~Cll~Rilb'mk4ll~\W,IM,tr,10;1&Jo,IIQl(;~lil)t'"'klOKi)M. N The Reserve Environmental Impact Report 17 Black Bear Black bear (Ursus americanus) has become a significant wildlife management issue in the State of Colorado. Bears are commonly supplementing their diets by raiding garbage cans, breaking into homes, and becoming a hazard and a nuisance. Habitat on the Property itself is dominated by sagebrush shrublands which do not currently provide quality foraging opportunities for bears. However, nearby mixed mountain shrublands and oak brush habitats do provide good habitat. The northern portion of the project area is approximately one mile from Bear/ Human Conflict Areas, and the majority of the project area is within the Fall Concentration area (Figure 7). Impact Analysis. This development would have minor to insignificant impacts on bear populations or bear habitat availability, but black bears are likely to be in the area. The Project will need to ensure trash is not available during the construction, or operations phase of this project. The following measures should be implemented to reduce potential bear problems: a. All refuse containers should meet or exceed the Wildlife Proof Refuse Container/Dumpster Enclosure Standards. b. Fruit-bearing trees and shrubs should be avoided in any landscaping within the residential lot. c. Pets should not be fed outside. d. Lever-style door handles should not be installed on the exterior of the house. e. Bird feeders should not be utilized from April through November. f. Composting should be restricted to yard waste (e.g., leaves and grass clippings); food waste would be prohibited within compost. The Reserve Environmental Impact Report 18 Figure 7 - Black Bear Habitat Map Legend ~ Parcel Boundary ~ Proposed Deve lopment ii Highways ~ Roads r1"t, Stream/Rive r 1 I~-. Canal/Ditch Pipeline CPW Black Bear Data llila Human Conflict Area Fall Concentration Area e sGM SH Rlve,Oe1• la, 9ul .. 84•1 D""•"•••COtU01 tftUU34t •""""•ii n C61ft Figure 7 CPW Black Bear Habitat Tho Reserve covers map area extent Dag Soll'Cfl: 8,noAenel ~. Gat11eld CountyGIS (Parcels, Aoed1) USGS {NHD H~J. CPW 2.500 (Splcles Data) l!!!!!!!!liiiiil!!!!!!!!l&iiiil Fo<t ,.. ~1oca,,.1w01:SsCR\l'"*-<U..,_.,...,.202:1.zon.,~P"e9Jt~r-,1G1S~"-'°~~IIP'\ 1 inch equa ls 2,500 feet Thll~>lllGCU<,Od-.•l11'llOnelldl'tlor-■f.lMlri~flU "'2WlllkQIIICIIX&Mll!lalor\'dlr.aMMWlltll'-~\ooillona The Reserve Environmental Impact Report 19 General Wildlife Impacts The following section discusses considerations to minimize the potential impacts to wildlife from the proposed development. Many of these recommendations are “best management practices” for wildlife, which would allow for continued wildlife use of areas within the development. Lighting: Because the area will likely see use by mule deer and elk around the periphery at night, nighttime lighting of the Property is not recommended. Down-cast lighting, when needed, is recommended. Lighting must be carefully designed to light only the area needed for reasonable levels of safety and security. All light must be directed downward, 20 degrees below a horizontal plane. Fencing: As a wildlife benefit, it is recommended that any old fencing should be removed during development where it is not needed, and where fencing is required/desired, wildlife-friendly fencing design should be used. Wildlife hazards from fencing can be largely mitigated by the use of smooth wire for top and bottom strand, elevated bottom strand at a height of 16” above ground, and proper tensioning. These measures dramatically reduce the potential for wildlife entrapment and mortality. Landscaping & Revegetation: Because the surrounding area may still see some use as winter range, reclamation of road cuts, infrastructure routes and temporarily disturbed areas should occur using similar native plant species and vegetation profiles. Noxious weeds should be treated aggressively in the first few years after construction to minimize weed spread that would impact native vegetation and thus minimize impacts on winter range and increase the success of revegetation activities. Domestic Dogs: Dogs can have a significant impact on wildlife and the ability for wildlife to effectively use otherwise-available habitats. Dogs can chase and kill wildlife, or so exhaust and injure wildlife that it dies later. In accordance with the 1993 Preliminary Plan Resolution 93-131 Condition 7. , dogs should be kenneled within 50 feet of the dwelling to minimize the likelihood of wildlife harassment. References Cited Adams, A.W. 1982. Migration (Chapter 7), in Thomas, J.W. and D.E. Toweill, eds. Elk of North America: ecology and conservation. Stackpole Books. Harrisburg, PA. Alldredge, A.W., J.F. Lipscomb, and F.W. Whicker. 1974. Forage intake rates of mule deer estimated with fallout cersium-137. J. Wildl. Mgmnt., 38:508-516. Anderson, A.E. and D.C. Bowden. 1977. Mule deer-coyote interactions. Pp. 15-16 in Colorado Game Res. Review, 1975-1976 (O.B. Cope, ed.). Colorado Div. Wildl., Ft. Collins, CO. 73pp. Carpenter, L.H. 1976. Nitrogen-herbicide effects on sagebrush deer range. Unpubl. Ph.D. dissertation, Colorado State University, Ft. Collins, C). 159pp. Colorado Parks and Wildlife (CPW), Recommended Buffer Zones and Seasonal Restrictions for Colorado Raptors. 2002, revised 2008. Available at: https://cpw.state.co.us/Documents/WildlifeSpecies/LivingWithWildlife/RaptorBufferGuidelines2008.p df, accessed January 2019. Dodd, N.L., J.W. Gagnon, S. Boe, and R.E. Schweinsburg. 2007. Assessment of Elk Highway Permeability by Using Global Positioning System Telemetry. The Journal of Wildlife Management, 71(4):1107-1117; 2007). The Reserve Environmental Impact Report 20 Fitzgerald, J.P., C.A. Meaney and D.M. Armstrong. 1994. Mammals of Colorado. Denver Museum of Natural History. University Press of Colorado. P.O. Box 849, Niwot, CO 80544. Gagnon, J.W., T.C. Theimer, N.L. Dodd, S. Boe, and R.E. Schweinsburg. 2007. Traffic Volume Alters Elk Distribution and Highway Crossings in Arizona. Journal of Wildlife Management. 71(7):2318-2323; 2007. Hoover, R. L. and D. L. Wills, eds. 1984. Managing forested lands for wildlife. Published by Colorado Parks and Wildlife, Denver, CO. 459pp. Loveless, C.M. 1967. Ecological characteristics of a mule deer winter range. Tech. Bull., Colorado Div. Game, Fish and Parks, 20:1-124. Lyon, L.J. and A.L. Ward. 1982. Elk and land management. Pages 443-477 in J.W. Thomas and D.E. Toweill, eds. Elk of North America: Ecology and Management. Smithsonian Institution Press. Washington, D.C. Mackie, R.J., K.L. Hamlin, and D.F. Pac. 1982. Mule deer. Pp. 862-877, in wild mammals of North America: biology, management, and economics (J.A. Chapman and G.A. Feldhamer, eds.) Johns Hopkins Univ. Press. Baltimore, 1147pp. Nagy, J.G. and R.P. Tengerdy. 1967. Antibacterial action of essential oils of Artemisiaas an ecological factor II. Antibacterial action ofthe volatile oils of Artemisia tridentata(big sagebrush) on bacteria from the rumen of mule deer. Appl. Microbiology. 16:441-444. Nelson, J.R. and T.A. Leege. 1982. Nutritional requirements and food habits. Pages 323-367 in J.W. Thomas and D.E. Toweill, eds. Elk of North America: ecology and management. Stackpole Books, Harrisburg, PA. Yamashita, M. 2020. Personal communications, 12/10/2020. CPW Area Wildlife Manager. Glenwood Springs, CO. The Reserve Environmental Impact Report 21 Appendix A - CPW Habitat Definitions The following section defines the ungulate seasonal activity area definitions used by CDOW in their habitat mapping protocol. ELK HIGHWAY CROSSING: Those areas where elk movements traditionally cross roads, presenting potential conflicts between elk and motorists. MIGRATION CORRIDORS: A specific Mappable site through which large numbers of animals migrate and loss of which would change migration routes. OVERALL RANGE: The area which encompasses all known seasonal activity areas within the observed range of an elk population. PRODUCTION AREA: That part of the overall range of elk occupied by the females from May 15 to June 15 for calving. (Only known areas are Mapped and this does not include all production areas for the DAU). RESIDENT POPULATION: An area used year-round by a population of elk. Individuals could be found in any part of the area at any time of the year; the area cannot be subdivided into seasonal ranges. It is most likely included within the overall range of the larger population. SEVERE WINTER: That part of the range of a species where 90 percent of the individuals are located when the annual snowpack is at its maximum and/or temperatures are at a minimum in the two worst winters out of ten. The winter of 1983-84 is a good example of a severe winter. SUMMER CONCENTRATION: Those areas where elk concentrate from mid-June through mid-August. High quality forage, security, and lack of disturbance are characteristics of these areas to meet the high energy demands of lactation, calf rearing, antler growth, and general preparation for the rigors of fall and winter. SUMMER RANGE: That part of the range of a species where 90% of the individuals are located between spring green-up and the first heavy snowfall, or during a site-specific period of summer as defined for each DAU. Summer range is not necessarily exclusive of winter range; in some areas winter range and summer range may overlap. WINTER CONCENTRATION: That part of the winter range of a species where densities are at least 200% greater than the surrounding winter range density during the same period used to define winter range in the average five winters out of ten. WINTER RANGE: That part of the overall range of a species where 90 percent of the individuals are located during the average five winters out of ten from the first heavy snowfall to spring green-up, or during a site specific period of winter as defined for each DAU. MULE DEER CONCENTRATION AREA: That part of the overall range where higher quality habitat supports significantly higher densities than surrounding areas. These areas are typically occupied year round and are not necessarily associated with a specific season. Includes rough break country, riparian areas, small drainages, and large areas of irrigated cropland. HIGHWAY CROSSING: Those areas where mule deer movements traditionally cross roads, presenting potential conflicts between mule deer and motorists. The Reserve Environmental Impact Report 22 MIGRATION CORRIDORS: A specific Mappable site through which large numbers of animals migrate and loss of which would change migration routes. OVERALL RANGE: The area which encompasses all known seasonal activity areas within the observed range of a mule deer population. RESIDENT POPULATION: An area that provides year-round range for a population of mule deer. The resident mule deer use all of the area all year; it cannot be subdivided into seasonal ranges although it may be included within the overall range of the larger population. SEVERE WINTER: That part of the overall range where 90% of the individuals are located when the annual snowpack is at its maximum and/or temperatures are at a minimum in the two worst winters out of ten. SUMMER RANGE: That part of the overall range where 90% of the individuals are located between spring green-up and the first heavy snowfall. Summer range is not necessarily exclusive of winter range; in some areas winter range and summer range may overlap. WINTER CONCENTRATION: That part of the winter range where densities are at least 200% greater than the surrounding winter range density during the same period used to define winter range in the average five winters out of ten. WINTER RANGE: That part of the overall range where 90 percent of the individuals are located during the average five winters out of ten from the first heavy snowfall to spring green-up, or during a site specific period of winter as defined for each DAU. BLACK BEAR FALL CONCENTRATION: That portion of the overall range occupied from August 15 until September 30 for the purpose of ingesting large quantities of mast and berries to establish fat reserves for the winter hibernation period. HUMAN CONFLICT: That portion of the overall range where two or more confirmed black bear complaints per season were received which resulted in CDOW investigation, damage to persons or property (cabins, tents, vehicles, etc), and/or the removal of the problem bear(s). This does not include damage caused by bears to livestock. OVERALL RANGE: The area which encompasses all known seasonal activity areas within the observed range of a population of black bear. SUMMER CONCENTRATION: That portion of the overall range of the species where activity is greater than the surrounding overall range during that period from June 15 to August 15. EXHIBIT H TRAFFIC ASSESSMENT THE RESERVE TRAFFIC ANALYSIS GARFIELD COUNTY, COLORADO Prepared by DAN COKLEY, PE, PTOE LICENSE NO. 29799 4/30/26 SGM SGM S S .GM The Reserve | Traffic Analysis April 2026 Traffic Analysis ii TABLE OF CONTENTS Executive Summary 4 Introduction 5 2.1 Location 5 2.2 Project Description 6 Methodology and Assumptions 6 3.1 Intersection Capacity Analysis 8 Baseline Traffic Conditions (2026) 8 4.1 Existing Roadways and Intersections 8 4.2 Baseline Intersection Capacity Analysis 8 Total Traffic (2046) 8 5.1 Project Trip Generation, Directional Distribution, and Trip Assignment 9 5.2 Total Intersection Capacity Analysis 11 5.3 State Highway Access Permit Evaluation 11 5.4 Diamond A Ranch Road – Signal Warrant Study 13 5.5 Road Impact Fee Calculation 14 5.6 Construction Phasing and Traffic 14 Conclusions and Proposed Mitigation Measures 15 6.1 Summary of Conclusions 15 6.2 Proposed Mitigation Measures 15 1.0 2.0 3.0 4 .0 5.0 6.0 6 The Reserve | Traffic Analysis April 2026 Traffic Analysis iii LIST OF TABLES TABLE 1 – PROPOSED DEVELOPMENT LAND USE 6 TABLE 2 – DESIGN HOUR TRIP GENERATION RATE BY LAND USE 7 TABLE 3 – DESIGN HOUR DISTRIBUTION BY LAND USE 7 TABLE 4 - LEVEL OF SERVICE (LOS) CRITERIA UNSIGNALIZED INTERSECTIONS 8 TABLE 5 - PROJECT TRIP GENERATION 9 TABLE 6 – PROJECT TRAFFIC DISTRIBUTION AND ASSIGNMENT 9 TABLE 7 – PROJECT DHV AND AP DHV % 11 TABLE 8 – CR 109 ADT SUMMARY 11 LIST OF FIGURES Figure 1 – Vicinity Map 5 Figure 2 – Site Plan 6 Figure 3 – 2046 AM Trip Assignment & CR 109 DHV 10 Figure 4 – 2046 PM Trip Assignment CR 109 DHV 10 Figure 5 – CR 109 at Bald Eagle Way and The Reserve Intersection – Looking North 12 Figure 6 – CR 109 at Bald Eagle Way and The Reserve Intersection – Looking South 12 Figure 7 – CR 109 and The Reserve Intersection – Entering Sight Distance 13 LIST OF APPENDICES Appendix A - Site Plan Appendix B – Trip Generation, Distribution, Assignment Worksheet, CDOT Access Permit Evaluation Appendix C – Synchro Results 6 Traffic Analysis 4 Executive Summary SGM completed this Traffic Analysis to describe the traffic impacts and proposed mitigation for the proposed development of The Reserve that will be located along County Road 109 (CR 109), adjacent to Aspen Glen, south of Glenwood Springs in Garfield County. The approximately 158.5-acre site is located across from the CR 109 intersection with Bald Eagle Way. The development is proposed to contain 10 Single-Family lots. This study was prepared in accordance with section 2.3(5) of the State Highway Access Code and consistent with the requirements of Sections 4-203 L of the Garfield County Land Use Development Code and performs analysis to provide design parameters for a safe access with satisfactory operation for the development and continued acceptable operation of existing CR 109. The project’s access location to CR 109 will operate efficiently as single lane approaches without the need for auxiliary turn lanes for ingress or egress to the project. The CR 109 roadway capacity is adequate for the 20-year design volumes calculated in this study. Based on comparison of existing traffic volumes to projected project traffic volumes at the CR 154 and Diamond A Ranch Road legs of SH 82 intersections, a State Highway Access Permit is not required since the increase in traffic is less than the 20% threshold in the State Highway Access Code. 6 SGM 1.0 6 Traffic Analysis 5 Introduction This study is prepared in accordance with the criteria set forth in the Garfield County Land Use Development Code, Section 4-203.L, and the State Highway Access Code (SHAC Section 2.3(5)) and provides an estimate for design hour traffic generation for The Reserve in Garfield County, Colorado. The purpose of this traffic analysis is to document the existing traffic conditions in the vicinity of the site, provide the trip generation and trip distribution of the proposed development, project traffic volumes to the 20-year planning horizon (2046), and analyze the proposed access, and operational impacts to CR 109. This analysis will include the following. • An evaluation of future traffic impacts caused by the proposed development on the existing roadway network. • Discussion of auxiliary lane warrants at the CR 109 access location. • Evaluation of the need for a State Highway Access Permit(s). • A determination of intersection and access improvements that would be necessary to mitigate the traffic impacts caused by the development of The Reserve. • Updated assessment of Diamond A Ranch Road – Signal Warrant Study • A calculation of the County’s Road impact fee for the development. • A discussion of the probable construction phasing plan and associated traffic impacts during construction. The Reserve will include 10 single-family lots and up to 10 accessory dwelling units (ADU) at the option of the lot owner. The project area is shown in Figure 1. Figure 1 – Vicinity Map 2.1 Location The development parcel is located on the west side of CR 109 at Bald Eagle Way, Aspen Glen’s rear gated entrance. The development is at the base of the hillside and is located CR 109 The Reserve SH 82 Diamond A Ranch Rd CR 154 S SGM 2.0 6 Traffic Analysis 6 • Approximately 3.7 miles south of the CR 154 and SH 82 intersection accessed by CR 109 • Approximately 4.2 miles north of the Carbondale Main Street and SH 133 intersection accessed by CR 109 to CR 108 • Approximately 1.5 miles west of the Diamond A Ranch Road and SH 82 intersection accessed by Bald Eagle Way. 2.2 Project Description The Reserve proposed development is shown in a Site Plan provided in Figure 2, and in Appendix A. Based on the Site Plan from The Land Studio, the proposed development of The Reserve will consist of residential lots comprised of the following land use summarized in Table 1. TABLE 1 – PROPOSED DEVELOPMENT LAND USE Land Use Number Units Single Family Detached 10 Lot Accessory Dwelling Unit 10 Each Figure 2 – Site Plan Methodology and Assumptions This traffic analysis has been prepared in accordance with the Garfield County Land Use Development Code Section 4-203 L and Section 2.3(5) of the State Highway Access Code (SHAC). Access Bald Eagle WayThe Reserve S SGM I I --------north O 400 800 1200 2000 Lot 7-5.1 Ac. ~'~ 3.0 6 Traffic Analysis 7 Baseline Traffic For the analysis of CR 109 and Bald Eagle Way intersection, traffic counts were collected on Wednesday and Thursday June 5 and 6, 2024 from 7am – 6pm to determine existing peak hour volumes. In addition, CR 109 2019 Average Daily Traffic (ADT) volumes from the Garfield County Road and Bridge were used in the analysis. Those volumes were factored to 2026 and 2046 using Garfield County growth rate discussed in the following section. The 2026 traffic counts were performed in June and a seasonal factor was not applied. Analysis Years Operational analysis of the 20-year Total (2046 background + project) traffic was performed. Baseline traffic volumes are factored to 2046 Background traffic volumes using the following 20-year factors. Garfield County’s Comprehensive Plan 2030: 0.88% per year (20-yr factor 1.14) – Applied to CR 109. Planned Land Development 2046 scenarios include the buildout of the Sages area of Aspen Glen. Development Land Use Rates and Distribution The development analysis of The Reserve was completed using trip generation rates from the ITE Trip Generation Manual, 11th Edition. The land use type and units provided in Table 1 were input into the ITE web-based Trip Generation Manual in conjunction with the design hour distribution from the same source resulting in the design hour trip generation rates shown in Table 2. Land use category of single-family detached (ITE 100) and multi-family (220), for ADU, were used to determine the per hour rate. TABLE 2 – DESIGN HOUR TRIP GENERATION RATE BY LAND USE The design hour distributions for the corresponding land uses are as shown in Table 3. The trip generation time period and calculation methods are also noted in the table. TABLE 3 – DESIGN HOUR DISTRIBUTION BY LAND USE Trip Reductions Multi-modal Multi-modal trips could consist of walking, biking, car-pooling and transit options. The development site does not provide a location that is convenient for all transportation modes. A multi-modal trip reduction factor was not applied for this project. The project does have access to a recreational trail located along CR 109. S SGM Design Hour Rates Number ITE Weekday AM AM AM PM PM PM Lan d Us e of Uni t s Code Rate Rate Ente ring Exi t ing Rate Ent ering Exit ing Sing le Family Detached 10 210 12.10 0.92 0 .24 0.68 1.14 0.72 0.42 Multi-Fam ily (Low-rise) 10 220 6.74 0.40 0.09 0 .31 0.51 0.32 0 .19 Weekday Design Hour Distribution Land Use Basis of T ime Period Used ITE Code Rate Above AMIN AM OUT P M IN PM OUT Sing le Fam ily Detached 210 F itted Curve Peak Hour adjacen t Street 26 % 74 % 63% 37% Multi-Family (Low-rise) 220 Fitted Curve Peak Hour adjacen t Street 23% 77% 63 % 37% 6 Traffic Analysis 8 3.1 Intersection Capacity Analysis AM and PM level of service estimates were prepared in accordance with the Highway Capacity Manual 6th Edition (Transportation Research Board, 2016). For unsignalized intersections, the Highway Capacity Manual defines level of service and delay in terms of seconds of stopped delay per vehicle, which is based on the number of acceptable gaps in the conflicting traffic stream. In general, the traffic movements analyzed are those controlled by stop signs or yield signs, and the left turn movements from the uncontrolled major street. The following table represents the level of service criteria for unsignalized intersections: TABLE 4 - LEVEL OF SERVICE (LOS) CRITERIA UNSIGNALIZED INTERSECTIONS Level of Service Delay (seconds) A < 10.0 B 10.1 to 15 C 15.1 to 25 D 25.1 to 35 E 35.1 to 50 F > 50.0 Source: Highway Capacity Manual, 2016 The “overall” intersection level of service at a signalized or an unsignalized intersection corresponds with the average delay experienced on the minor street approaches and the uncontrolled major street movements. The unconflicted major street through movements are considered to have no delay. Because most of the intersection movements are major street movements with no delay, the overall intersection results in a LOS with less delay than the minor street approaches and conflicting major street movements (left turns) experience. In general, CDOT and the County consider the overall intersection operation of LOS “D” or better acceptable during the peak hours. The goal is to also provide a similar LOS for each controlled intersection movement and/or approach. Baseline Traffic Conditions (2026) 4.1 Existing Roadways and Intersections The scope of the study area consists of the following roadway. • CR 109 is a two-lane roadway with a posted speed of 25 mph in the vicinity of The Reserve intersection. Classified as minor collector by Garfield County, CR 109 consists of two paved 11’ travel lanes with minimal gravel shoulder. The roadway extends from CR 154 on the north and terminates at CR 108 on the south. CR 109 serves as a collector for properties west of the Roaring Fork River, primarily Westbank and Ironbridge on the north end, providing a connection to SH 82 on the north and Carbondale to the south. 4.2 Baseline Intersection Capacity Analysis The Reserve intersection with CR 109 operates at an overall LOS A with little or no delay. The SB left also operates at LOS A, while the stop-controlled WB movement from Bald Eagle Way operates at LOS A with a delay of about 9 seconds. This applies for both the AM and PM design hours. Total Traffic (2046) S SGM 4.0 5.0 6 Traffic Analysis 9 5.1 Project Trip Generation, Directional Distribution, and Trip Assignment ITE’s Trip Generation Manual (11th Edition) was used to provide trip generation rates and directional distribution for the proposed development as described in 3.0 Methodology. The resulting trip generation design hour volumes are shown in Table 5. TABLE 5 - PROJECT TRIP GENERATION Glenwood Springs is the economic and population center of the valley, along with the upvalley corridor to lesser extent. The directional distribution for the project is based on experience with traffic patterns in the vicinity and is generally consistent with other recent traffic studies in the nearby SH 82 corridor. The trip distribution and assignment used for the analysis is shown in Table 6. TABLE 6 – PROJECT TRAFFIC DISTRIBUTION AND ASSIGNMENT Applying those directional distribution percentages results in the design hourly trip assignment shown in Figure 3 and 4 below. S SGM W ee kd ay De sign Ho ur Traffic Numb e r Wee kd ay AM AM PM PM Land Us e o f Unit s T raff ic IN OUT IN OUT Single Fam ily Detac hed 10 12 1 2 7 7 4 Mu lti-Fam ily (Low-ri se ) 10 67 1 3 3 2 188 3 1 0 10 6 Dire cti o nal AM I N AM OUT PM IN PM O UT Distributi o n Acc ess Distributi o n and Assignm e nt SH 82 (AS PEN) 30 % 1 3 3 2 CR154 (G S) 60 % 2 6 6 4 CR108 (CARB ) 10 % 0 1 1 1 6 Traffic Analysis 10 Figure 3 – 2046 AM Trip Assignment & CR 109 DHV Figure 4 – 2046 PM Trip Assignment CR 109 DHV A full calculation of directional distribution and trip assignment is provided in the Appendix B. S SGM 6 Traffic Analysis 11 5.2 Total Intersection Capacity Analysis The Reserve access intersection with CR 109 will operate at an overall LOS A with little or no delay. The NB and SB lefts will also operate at LOS A, while the stop-controlled WB and EB movements from The Reserve and Bald Eagle Way will operate at LOS B with a delay of around 10 seconds. 5.3 State Highway Access Permit Evaluation Based on the SHAC and Garfield County LUC, an access permit is required when a change of greater than 20% occurs when accessing a state highway. This development will have multiple routes to access the state highway corridor. This analysis reviews the access to SH 82 in two locations, the north spur of CR 154 and Diamond Ranch A Road. Locations not reviewed are Main Street at SH 133 in Carbondale and CR 154 south spur at SH 82. Buildout of The Reserve will result in the traffic volume increase at intersections as presented in Table 7. Based on the current development plan, this project will not require a CDOT access permit at either intersection as the volume increase is less than the 20% threshold. TABLE 7 – PROJECT DHV AND AP DHV % The affect to CR 109 ADT volumes are tabulated in Table 8. TABLE 8 – CR 109 ADT SUMMARY The 2024 CR109 DHV was assumed to be 12% of the ADT, typical for rural roadways of this type. That volume was then factored to 2026 and 2046 using the Garfield County growth rate of 0.88%. The additional traffic loading on CR 109 from The Reserve is estimated to be 188 vpd. The percentage traffic increase based on 2026 CR 109 volumes is 10% at The Reserve access. That volume, added to the 2046 estimated ADT of 2,137 vpd, is a total 2,326 ADT, or roughly 30% of the overall capacity (7200 vpd) of the existing roadway. The existing CR 109 roadway template has adequate capacity to carry the proposed 2046 total traffic volumes. Project Access to CR 109 The proposed access to the site shown on Figure 2 is aligned with Bald Eagle Way to the east to create a 4-legged, two-way stop-controlled intersection with CR 109. The intersection will provide access to all 10 single family lots. The access will be gated, with the gate located 60 ft off edge of CR 109, providing storage space for multiple passenger vehicles and/or Single Unit trucks, or a Multi-Unit truck without blocking CR 109 travel lanes. 6 S SGM COO T Access Pe rmi t Eva lu ation Access CR 154 Diamond A Ranch ADT Project % DHV Bas is DHV DHV Increase COOT AP 600 10 2% #3 16048 20 18 10 1 5 5% TMC s CR 109 Ave rage Da il y Traffic 2026 SG M (f actored) 1,876 % CR 109 Increase 10% 2043 2043 T ota l Backg ro un d 2,137 2 ,326 Traffic Analysis 12 To analyze the need for auxiliary turn lanes at the intersection, CR 109 would be classified as an NR-C roadway by the CDOT Sate Highway Access Code (SHAC). As such, the volume threshold for auxiliary turn lanes is > 25 vph for left turns and > 50 vph for right turns. The buildout turning volumes (max of 6 vph) developed in Figures 3 and 4 are well below the threshold to warrant auxiliary turn lanes at this intersection. The ingress and egress lanes should be aligned with Bald Eagle Way to provide straightforward circulation for residents of The Reserve to and from the main portion of Aspen Glen and SH 82. A Garfield County driveway permit will be required for the proposed access. The sight distance along CR 109 for vehicles entering the roadway is adequate because of the site’s topography and existing conditions along the roadway. As stated in the State Highway Access Code, the required sight distance for Single Unit Trucks along a two-lane roadway is 325 ft at a 25-mph design speed, the posted speed limit in this section of CR 109. Vehicles preparing to turn onto CR 109 from The Reserve access will have approximately 550 ft to the north and 925 ft to the south of clear sight lines along CR 109 to make safe turning maneuvers from the site. Confirmation of sight distances should be done during preliminary design of the access point to ensure roadside vegetation near the access is removed from the sight triangle area. See Figures 5, 6 & 7. Figure 5 – CR 109 at Bald Eagle Way and The Reserve Intersection – Looking North Figure 6 – CR 109 at Bald Eagle Way and The Reserve Intersection – Looking South S SGM 6 Traffic Analysis 13 Figure 7 – CR 109 and The Reserve Intersection – Entering Sight Distance 5.4 Diamond A Ranch Road – Signal Warrant Study SGM prepared a Signal Warrant Study for Garfield County dated January 24, 2019, for the intersection of State Highway 82 and Diamond A Ranch Road, the Aspen Glen entrance to SH 82 The existing intersection is located along a 4-lane divided highway segment with an approximate native median width of 25 ft and is at milemarker 9.7. One criteria used by the Colorado Department of Transportation (CDOT) to provide an assessment of the need for a traffic signal is a Warrant Study. The Warrant Study is defined by eight (8) signal warrants in the Manual on Uniform Traffic Control Devices (MUTCD). Section 4C in the MUTCD states, “Traffic control signals should not be installed unless one or more of the warrants in this manual are met. The satisfaction of a warrant or warrants is not in itself justification for a signal.” The MUTCD Traffic Signal Warrants are as follows: 1. Eight (8) Hour Vehicular Volume 2. Four Hour Vehicular Volume 3. Peak Hour 4. Pedestrian Volume 5. School Crossing 6. Coordinated Signal System 7. Crash Experience 8. Roadway Network 550 ft 925 ft CR 109 The Reserve S SGM 6 14 To re-assess the volume warrants, the previously performed 12-hour traffic counts (6 am – 6 pm) on August 22 and 23, 2018 at the Diamond A Ranch Road intersection with SH 82 were used as a basis. The SH 82 volumes have increased approximately 16% based on the CDOT continuous count station (000214) located in Glenwood Springs south of the Blake Avenue intersection near Walmart. The previous traffic counts included approximately 545 existing units, the Aspen Glen PUD allows 643 units total, and the Reserve is proposing 10 units, for a potential of 20 additional units. This analysis compares the 2018-unit count to the potential total unit count resulting in a unit factor of 1.20 applied to increase the traffic volumes on Diamond A Ranch Road reviewed in volume warrants 1-3. Warrant 4-8 are not reviewed in this analysis. Signal volume warrants are NOT met for the intersection based upon SH 82 volumes and Diamond A Ranch Road factored buildout volumes that do not meet warrant thresholds for warrants 1-3. Based on this analysis, we do not believe that a signal will meet volume warrants for the complete buildout of the Aspen Glen PUD, including the additional Reserve area. In the time since this Study, although additional units have been constructed, and considering the addition of these lots, the conclusion remains that the traffic volumes of the minor street (Diamond A Ranch Road) will not meet the warrant volumes for a signalized intersection. 5.5 Road Impact Fee Calculation Using the Garfield County Road Impact Fees (2017), an estimated road impact fee was calculated for The Reserve using assumptions for the number of units and their size. The County’s impact fee ranges from $726 to $2,703 per residential unit depending on the size of units. Using 10 ADU units at $1,474 (901 – 1,400 sf) and 10 SF units at $2,703 (2,401 sf and greater), the road impact fee for The Reserve may be approximately $43,859, depending on the size of units and numbers of ADU’s permitted by lot owners. It is anticipated that the road impact fee will be collected at building permit and paid by the lot owner. 5.6 Construction Phasing and Traffic The current phasing plan will consist of construction of the main north-south oriented roadway that will access the proposed lots. No temporary access points will be created for this project. The construction plan allows for most work to be completed outside the right-of- way of CR 109 until final connection are needed. The permanent access location will be the construction access. The Reserve will be reconstructing the portion of CR 109 trail through the site. Staging and storage of vehicles and materials will be on The Reserve property and out of all County rights-of-way. At this point in the planning process, construction traffic impacts can only be speculated. In general, traffic generated by a residential site is typically greater at buildout than at any time during the construction of the residential site. Although there will be some initial mobilizations of heavy equipment and heavy daily loads for base, paving and concrete construction, the contractor will be encouraged to carpool workers to and from the site to minimize day-to-day construction traffic. S SGM 15 Conclusions and Proposed Mitigation Measures 6.1 Summary of Conclusions • The project access location to CR 109 will operate efficiently as single lane approach without the need for auxiliary turn lanes for ingress or egress to the project. • The CR 109 roadway capacity is adequate to carry the 20-year design volumes calculated in this study. • Based on comparison of existing traffic (or permit) volumes to projected Reserve traffic volumes at the CR 154 and Diamond A Ranch Road legs of SH 82 intersections, a State Highway Access Permit is not required since the increase in traffic is less than the 20% threshold in the SHAC. 6.2 Proposed Mitigation Measures • None S SGM 6.0 Traffic Impact Study Appendix A Appendix A - Site Plan S SGM 6 Lot 1 - 3.4 Ac. Env. - 1.8 Ac. Lot 3 - 4.7 Ac. Env. - 1.3 Ac. Lot 4 - 5.2 Ac. Env. - 1.6 Ac. Lot 5 - 3.6 Ac. Env. - 1.1 Ac. Lot 6 - 3.8 Ac. Env. - 1.5 Ac. Lot 7 - 5.1 Ac. Env. - 1.6 Ac. Lot 8 - 7.4 Ac. Env. - 2.3 Ac. Lot 9 - 5.2 Ac. Env. - 1.7 Ac. Lot 10 - 5.0 Ac. Env. - 2.4 Ac. Lot 2 - 4.2 Ac. Env. - 1.9 Ac. 1 2 3 4 5 6 7 8 9 10 Aspen Glen Reserve Open Space Plan Map and Land Use Summary Table (October 2025 Plan w/ Corridors) Updated January 16, 2026 by The Land Studio, Inc. Reserve Hillside Open Space 91.4 Acres±(57.7%) Reserve Lots Open Space 30.1 Acres (19.0%) Reserve Common Open Space 14.2 Acres±(9.0%) Reserve Building Envelopes 17.1 Acres±(10.8%) Reserve Road ROW 5.7 Acres±(3.6%) Total Reserve Land Area 158.5 Acres (100%) 0 400 800 1200 2000north F F GV FC ET G HD F T F FF G GV S ICVICV E F T ET T T F T ET G T FT ET G FT FT G FT G FFT GV 6", 5' Above Grade Building14.8 11.7 14.9 11.9 Gas Pipeline Emergency Valve 30" CMP in Box Inlet Inv. El. 6078.8' 30" CMP Inv. El. 6082.0' 14" CMP Top El. 6095.1' Inv. El. 6093.8' 16" CMP Inv. El. 6082.6' 16" CMP Inv. El. 6086.6' 16" CMP Top El. 6089.1' Inv. El. 6087.8' 16" CMP Top El. 6090.7' Inv. El. 6089.4' 16" CMP Inv. El. 6071.2'16" CMP Inv. El. 6073.3' 16" CMP Inv. El. 6066.5' 16" CMP Inv. El. 6068.8' 16" CMP Inv. El. 6070.7' 16" CMP Inv. El. 6071.8' 18" CMP Top El. 6083.0' Inv. El. 6081.4' 18" CMP Top El. 6085.6' Inv. El. 6084.1' 24" CMP Top El. 6095.5' Inv. El. 6093.5' 24" CMP Top El. 6096.1' Inv. El. 6094.0' 24" CMP Inv. El. 6085.6' 24" CMP Inv. El. 6082.3' 24" CMP Inv. El. 6083.8' 24" CMP Inv. El. 6079.2' 24" CMP Top El. 6088.0' Inv. El. 6086.0' 24" CMP Top El. 6091.7' Inv. El. 6089.7' 24" CMP Top El. 6091.4' Inv. El. 6089.4' 24" CMPTop El. 6090.7'Inv. El. 6088.7' 24" CMP Top El. 6098.4' Inv. El. 6096.4' 24" CMP Top El. 6098.6' Inv. El. 6096.5' 24" CMP Top El. 6102.6' Inv. El. 6100.6' 24" CMP Top El. 6100.6' Inv. El. 6098.6' 30" CMP Inv. El. 6076.7'24"x48" Drain Inlet Rim El. 6078.3' 30" CMP Inv. El. 6072.0' 30" CMP Top El. 6098.0' Inv. El. 6095.9' 30" CMPTop El. 6097.5' Inv. El. 6094.9' 30" CMP Inv. El. 6071.9' 6'x3.5' Drain Inlet Rim El. 6073.3' 30" CMP Inv. El. 6069.7' STMH 24" Grated Lid Rim El. 6076.3' Inv. El. _____ 24"x36" Drain Inlet Rim El. 6075.1' Inv. El. _____ 20" CMP Top El. 6075.9' Inv. El. 6074.4' 18" CMP Top El. 6085.7' Inv. El. 6084.2' 18" CMP Inv. El. 6083.2' 12" CMP Top El. 6088.3' Inv. El. 6087.2' 12" CMP Top El. 6087.8' Inv. El. 6086.8' 36" CMPInv. El. 6086.6' 3'x6' Drain Inlet Rim El. 6088.1' 36" CMP Inv. El. 6083.3' 15" CMP Top El. 6079.8' Inv. El. 6078.5' 15" CMP Top El. 6077.0' Inv. El. 6075.7' 18" CMP Inv. El. 6083.3' 18" CMP Inv. El. 6081.7' 15" CMP Top El. 6082.5' Inv. El. 6081.3' 15" CMP Top El. 6079.9' Inv. El. 6078.6' 24" CMP Top El. 6086.8' Inv. El. 6084.8' 24" CMP Top El. 6083.9' Inv. El. 6081.9' 3" Conduit Top El. 6106.1' Concrete Dirt Road Asphalt Daylights from Dirt & Mudslide Debris FHTop Nut El. 6101.9' 'Caution, End of Bike Path' 'Speed Limit 35 MPH' 'Stop' 'Warning' 'Warning' SMH Rim El. 6085.4' Inv. El. _____ WVTop Nut El. 6095.3' WVTop Nut El. 6095.4' E E County Road 109 Bald Eagle Way Lariat Lane Section 24 Fishermans Road Section 13 S S Water Tank 2-TrackRoadl SMHRim El. 6113.9' SMHRim El. 6141.0' S W SMHRim El. 6203.7' County Road 109 6090 6080 6080 6080 6080 6080 6080 6090 6090 6090 6088 6090 6080 6080 6078 6080 6086 60806090 6080 6080 6090 6080 6090 6090 6100 6110 6090 6090 6090 6090 6090 6090 6090 6090 6090 6090 6090 6100 6100 6100 6100 6100 6090 6090 6090 6090 6090 6120 14" CMP Top El. 6092.3' Inv. El. 6091.0' 6130 6140 6150 6160 6170 6180 6190 6200 County Road 109 6090 6090 6100 6110 6120 6130 6080 6080 6078 6084 6090 6100 6110 6120 6130 6140 6070 6070 6084 6072 6080 6090 6100 6120 6130 6140 6080 6090 6100 6110 6120 6130 6140 6080 6120 6130 6080 6080 6100 6100 6110 6120 6130 6140 6150 6160 6080 6080 6080 6080 6100 6110 6120 6130 6140 6080 6100 6110 6120 6130 6080 6090 6088 6088 6086 6086 61006110 6120 6130 6140 6150 6092 6094 6080 6088 6092 6100 6110 6120 6130 6090 6090 6090 6100 6110 6120 6130 6140 6150 6100 6110 6120 6130 6090 6100 6090 6110 Garfield County Parcel No.239513200968 Owner: Bureau of Land Management Garfield County Parcel No.23952400034 Owner: Crystal River Ranch Co. LLP Garfield County Parcel No.239513300001 Owner: Crystal River Ranch Co. LLP Subject ParcelA Portion of Aspen GlenFiling No. 1 Reception No. 476330158.48 Acres± G G G C D Found 5/8" Rebar Project Benchmark: El. 6111.5' Traffic Impact Study Appendix B Appendix B – Trip Generation, Distribution, Assignment Worksheet, CDOT Access Permit Evaluation S SGM 6 Aspen Glen - The Reserve Number ITE Weekday AM AM AM PM PM PM Weekday AM AM PM PM Land Use of Units Code Rate Rate Entering Exiting Rate Entering Exiting Traffic IN OUT IN OUT Single Family Detached 10 210 12.10 0.92 0.24 0.68 1.14 0.72 0.42 121 2 7 7 4 Multi-Family (Low-rise)10 220 6.74 0.40 0.09 0.31 0.51 0.32 0.19 67 1 3 3 2 TOTAL TRIPS:TOTAL TRIPS: 188 3 10 10 6 AM IN AM OUT PM IN PM OUT AM IN AM OUT PM IN PM OUT SH 82 (ASPEN)30% 1 3 3 2 Single Family Detached 210 Fitted Curve Peak Hour adjacent Street 26% 74% 63% 37% CR 154 (GS)60% 2 6 6 4 Multi-Family (Low-rise) 220 Average Peak Hour adjacent Street 23% 77% 63% 37% CR 108 (CARB)10% 0 1 1 1 Access DHV Basis ADT 1,876 10% 2,137 2,326 32% Land Use Basis of RateITE Code Time Period Used Above Weekday Design Hour Distribution Directional Distribution Project DHV Design Hour Rates Weekday Design Hour Traffic 2026 SGM (factored) 2046 Background 2046 Total% CR 109 Increase CR 109 Average Daily Traffic 5% CDOT Access Permit Evaluation CR 154 Diamond A Ranch 2018 TMCs 101 5 CDOT AP #316048 600 10 2% % Increase I D Traffic Impact Study Appendix C Appendix C – Synchro Results S SGM 6 HC M 6 t h T W S C 3: C R 1 0 9 & R e s e r v e / B a l d E a g l e W a y 04 / 2 8 / 2 0 2 6 20 2 6 A M 7 : 2 1 a m 0 7 / 0 3 / 2 0 2 4 Sy n c h r o 1 1 R e p o r t Pa g e 1 In t e r s e c t i o n In t D e l a y , s / v e h 1 . 9 Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Tr a f f i c V o l , v e h / h 0 0 0 1 0 0 1 3 0 4 0 4 1 6 8 7 0 Fu t u r e V o l , v e h / h 0 0 0 1 0 0 1 3 0 4 0 4 1 6 8 7 0 Co n f l i c t i n g P e d s , # / h r 0 0 0 0 0 0 0 0 0 0 0 0 Si g n C o n t r o l S t o p S t o p S t o p S t o p S t o p S t o p F r e e F r e e F r e e F r e e F r e e F r e e RT C h a n n e l i z e d - - N o n e - - N o n e - - N o n e - - N o n e St o r a g e L e n g t h - - - - - - - - - - - - Ve h i n M e d i a n S t o r a g e , # - 0 - - 0 - - 0 - - 0 - Gr a d e , % - 0 - - 0 - - 0 - - 0 - Pe a k H o u r F a c t o r 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 He a v y V e h i c l e s , % 0 0 0 0 0 0 0 1 0 0 0 6 0 Mv m t F l o w 0 0 0 1 1 0 1 4 0 4 3 4 1 7 9 5 0 Ma j o r / M i n o r M i n o r 2 Mi n o r 1 Ma j o r 1 Ma j o r 2 Co n f l i c t i n g F l o w A l l 1 8 1 1 7 6 9 5 1 7 4 1 7 4 4 5 9 5 0 0 4 7 0 0 S t a g e 1 1 2 9 1 2 9 - 4 5 4 5 - - - - - - - S t a g e 2 5 2 4 7 - 1 2 9 1 2 9 - - - - - - - Cr i t i c a l H d w y 7 . 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 4 . 1 - - 4 . 1 - - Cr i t i c a l H d w y S t g 1 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Cr i t i c a l H d w y S t g 2 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Fo l l o w - u p H d w y 3 . 5 4 3 . 3 3 . 5 4 3 . 3 2 . 2 - - 2 . 2 - - Po t C a p - 1 M a n e u v e r 7 8 5 7 2 1 9 6 7 7 9 3 7 2 3 1 0 3 1 1 5 1 2 - - 1 5 7 3 - - S t a g e 1 8 8 0 7 9 3 - 9 7 4 8 6 1 - - - - - - - S t a g e 2 9 6 6 8 6 0 - 8 8 0 7 9 3 - - - - - - - Pl a t o o n b l o c k e d , % - - - - Mo v C a p - 1 M a n e u v e r 7 6 8 7 1 3 9 6 7 7 8 7 7 1 5 1 0 3 1 1 5 1 2 - - 1 5 7 3 - - Mo v C a p - 2 M a n e u v e r 7 6 8 7 1 3 - 7 8 7 7 1 5 - - - - - - - S t a g e 1 8 8 0 7 8 4 - 9 7 4 8 6 1 - - - - - - - S t a g e 2 9 5 3 8 6 0 - 8 7 0 7 8 4 - - - - - - - Ap p r o a c h EB WB NB SB HC M C o n t r o l D e l a y , s 0 9. 1 0 1. 1 HC M L O S A A Mi n o r L a n e / M a j o r M v m t N B L N B T N B R E B L n 1 W B L n 1 S B L S B T S B R Ca p a c i t y ( v e h / h ) 15 1 2 - - - 9 0 9 1 5 7 3 - - HC M L a n e V / C R a t i o - - - - 0 . 0 2 8 0 . 0 1 1 - - HC M C o n t r o l D e l a y ( s ) 0 - - 0 9 . 1 7 . 3 0 - HC M L a n e L O S A - - A A A A - HC M 9 5 t h % t i l e Q ( v e h ) 0 - - - 0 . 1 0 - - 4 4 4 4 HC M 6 t h T W S C 3: C R 1 0 9 & R e s e r v e / B a l d E a g l e W a y 04 / 2 8 / 2 0 2 6 20 2 6 P M 7 : 2 2 a m 0 7 / 0 3 / 2 0 2 4 Sy n c h r o 1 1 R e p o r t Pa g e 1 In t e r s e c t i o n In t D e l a y , s / v e h 2 . 2 Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Tr a f f i c V o l , v e h / h 0 0 0 1 9 0 2 6 0 1 0 7 1 1 7 5 4 0 Fu t u r e V o l , v e h / h 0 0 0 1 9 0 2 6 0 1 0 7 1 1 7 5 4 0 Co n f l i c t i n g P e d s , # / h r 0 0 0 0 0 0 0 0 0 0 0 0 Si g n C o n t r o l S t o p S t o p S t o p S t o p S t o p S t o p F r e e F r e e F r e e F r e e F r e e F r e e RT C h a n n e l i z e d - - N o n e - - N o n e - - N o n e - - N o n e St o r a g e L e n g t h - - - - - - - - - - - - Ve h i n M e d i a n S t o r a g e , # - 0 - - 0 - - 0 - - 0 - Gr a d e , % - 0 - - 0 - - 0 - - 0 - Pe a k H o u r F a c t o r 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 He a v y V e h i c l e s , % 0 0 0 0 0 0 0 0 0 0 0 0 Mv m t F l o w 0 0 0 2 1 0 2 8 0 1 1 6 1 2 8 5 9 0 Ma j o r / M i n o r M i n o r 2 Mi n o r 1 Ma j o r 1 Ma j o r 2 Co n f l i c t i n g F l o w A l l 2 1 1 2 0 3 5 9 1 9 7 1 9 7 1 2 2 5 9 0 0 1 2 8 0 0 S t a g e 1 7 5 7 5 - 1 2 2 1 2 2 - - - - - - - S t a g e 2 1 3 6 1 2 8 - 7 5 7 5 - - - - - - - Cr i t i c a l H d w y 7 . 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 4 . 1 - - 4 . 1 - - Cr i t i c a l H d w y S t g 1 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Cr i t i c a l H d w y S t g 2 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Fo l l o w - u p H d w y 3 . 5 4 3 . 3 3 . 5 4 3 . 3 2 . 2 - - 2 . 2 - - Po t C a p - 1 M a n e u v e r 7 5 0 6 9 7 1 0 1 2 7 6 6 7 0 2 9 3 5 1 5 5 8 - - 1 4 7 0 - - S t a g e 1 9 3 9 8 3 6 - 8 8 7 7 9 9 - - - - - - - S t a g e 2 8 7 2 7 9 4 - 9 3 9 8 3 6 - - - - - - - Pl a t o o n b l o c k e d , % - - - - Mo v C a p - 1 M a n e u v e r 7 2 4 6 9 3 1 0 1 2 7 6 2 6 9 8 9 3 5 1 5 5 8 - - 1 4 7 0 - - Mo v C a p - 2 M a n e u v e r 7 2 4 6 9 3 - 7 6 2 6 9 8 - - - - - - - S t a g e 1 9 3 9 8 3 1 - 8 8 7 7 9 9 - - - - - - - S t a g e 2 8 4 6 7 9 4 - 9 3 3 8 3 1 - - - - - - - Ap p r o a c h EB WB NB SB HC M C o n t r o l D e l a y , s 0 9. 5 0 0. 9 HC M L O S A A Mi n o r L a n e / M a j o r M v m t N B L N B T N B R E B L n 1 W B L n 1 S B L S B T S B R Ca p a c i t y ( v e h / h ) 15 5 8 - - - 8 5 3 1 4 7 0 - - HC M L a n e V / C R a t i o - - - - 0 . 0 5 7 0 . 0 0 5 - - HC M C o n t r o l D e l a y ( s ) 0 - - 0 9 . 5 7 . 5 0 - HC M L a n e L O S A - - A A A A - HC M 9 5 t h % t i l e Q ( v e h ) 0 - - - 0 . 2 0 - - 4 4 4 4 HC M 6 t h T W S C 3: C R 1 0 9 & R e s e r v e / B a l d E a g l e W a y 04 / 2 8 / 2 0 2 6 20 4 6 A M 1 0 : 4 4 a m 0 7 / 0 8 / 2 0 2 4 Sy n c h r o 1 1 R e p o r t Pa g e 1 In t e r s e c t i o n In t D e l a y , s / v e h 2 . 6 Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Tr a f f i c V o l , v e h / h 6 3 1 1 3 1 1 8 0 4 5 5 1 9 9 9 2 Fu t u r e V o l , v e h / h 6 3 1 1 3 1 1 8 0 4 5 5 1 9 9 9 2 Co n f l i c t i n g P e d s , # / h r 0 0 0 0 0 0 0 0 0 0 0 0 Si g n C o n t r o l S t o p S t o p S t o p S t o p S t o p S t o p F r e e F r e e F r e e F r e e F r e e F r e e RT C h a n n e l i z e d - - N o n e - - N o n e - - N o n e - - N o n e St o r a g e L e n g t h - - - - - - - - - - - - Ve h i n M e d i a n S t o r a g e , # - 0 - - 0 - - 0 - - 0 - Gr a d e , % - 0 - - 0 - - 0 - - 0 - Pe a k H o u r F a c t o r 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 He a v y V e h i c l e s , % 0 0 0 0 0 0 0 1 0 0 0 6 0 Mv m t F l o w 7 3 1 1 4 1 2 0 0 4 9 5 2 1 1 0 8 2 Ma j o r / M i n o r M i n o r 2 Mi n o r 1 Ma j o r 1 Ma j o r 2 Co n f l i c t i n g F l o w A l l 2 1 3 2 0 5 1 0 9 2 0 5 2 0 4 5 2 1 1 0 0 0 5 4 0 0 S t a g e 1 1 5 1 1 5 1 - 5 2 5 2 - - - - - - - S t a g e 2 6 2 5 4 - 1 5 3 1 5 2 - - - - - - - Cr i t i c a l H d w y 7 . 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 4 . 1 - - 4 . 1 - - Cr i t i c a l H d w y S t g 1 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Cr i t i c a l H d w y S t g 2 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Fo l l o w - u p H d w y 3 . 5 4 3 . 3 3 . 5 4 3 . 3 2 . 2 - - 2 . 2 - - Po t C a p - 1 M a n e u v e r 7 4 8 6 9 5 9 5 0 7 5 7 6 9 6 1 0 2 1 1 4 9 3 - - 1 5 6 4 - - S t a g e 1 8 5 6 7 7 6 - 9 6 6 8 5 6 - - - - - - - S t a g e 2 9 5 4 8 5 4 - 8 5 4 7 7 5 - - - - - - - Pl a t o o n b l o c k e d , % - - - - Mo v C a p - 1 M a n e u v e r 7 2 5 6 8 5 9 5 0 7 4 6 6 8 6 1 0 2 1 1 4 9 3 - - 1 5 6 4 - - Mo v C a p - 2 M a n e u v e r 7 2 5 6 8 5 - 7 4 6 6 8 6 - - - - - - - S t a g e 1 8 5 6 7 6 5 - 9 6 6 8 5 6 - - - - - - - S t a g e 2 9 3 5 8 5 4 - 8 3 7 7 6 4 - - - - - - - Ap p r o a c h EB WB NB SB HC M C o n t r o l D e l a y , s 1 0 9. 3 0 1. 2 HC M L O S B A Mi n o r L a n e / M a j o r M v m t N B L N B T N B R E B L n 1 W B L n 1 S B L S B T S B R Ca p a c i t y ( v e h / h ) 14 9 3 - - 7 2 9 8 7 6 1 5 6 4 - - HC M L a n e V / C R a t i o - - - 0 . 0 1 5 0 . 0 4 0 . 0 1 3 - - HC M C o n t r o l D e l a y ( s ) 0 - - 1 0 9 . 3 7 . 3 0 - HC M L a n e L O S A - - B A A A - HC M 9 5 t h % t i l e Q ( v e h ) 0 - - 0 0 . 1 0 - - 4 4 4 4 HC M 6 t h T W S C 3: C R 1 0 9 & R e s e r v e / B a l d E a g l e W a y 04 / 2 8 / 2 0 2 6 20 4 6 P M 1 0 : 4 5 a m 0 7 / 0 8 / 2 0 2 4 Sy n c h r o 1 1 R e p o r t Pa g e 1 In t e r s e c t i o n In t D e l a y , s / v e h 2 . 6 Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Tr a f f i c V o l , v e h / h 4 2 1 2 3 3 3 1 1 1 2 2 1 4 9 6 2 6 Fu t u r e V o l , v e h / h 4 2 1 2 3 3 3 1 1 1 2 2 1 4 9 6 2 6 Co n f l i c t i n g P e d s , # / h r 0 0 0 0 0 0 0 0 0 0 0 0 Si g n C o n t r o l S t o p S t o p S t o p S t o p S t o p S t o p F r e e F r e e F r e e F r e e F r e e F r e e RT C h a n n e l i z e d - - N o n e - - N o n e - - N o n e - - N o n e St o r a g e L e n g t h - - - - - - - - - - - - Ve h i n M e d i a n S t o r a g e , # - 0 - - 0 - - 0 - - 0 - Gr a d e , % - 0 - - 0 - - 0 - - 0 - Pe a k H o u r F a c t o r 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 9 2 He a v y V e h i c l e s , % 0 0 0 0 0 0 0 0 0 0 0 0 Mv m t F l o w 4 2 1 2 5 3 3 4 1 1 3 3 1 5 1 0 6 7 7 Ma j o r / M i n o r M i n o r 2 Mi n o r 1 Ma j o r 1 Ma j o r 2 Co n f l i c t i n g F l o w A l l 2 5 2 2 4 1 7 1 2 3 5 2 3 7 1 4 1 7 4 0 0 1 4 8 0 0 S t a g e 1 9 1 9 1 - 1 4 3 1 4 3 - - - - - - - S t a g e 2 1 6 1 1 5 0 - 9 2 9 4 - - - - - - - Cr i t i c a l H d w y 7 . 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 4 . 1 - - 4 . 1 - - Cr i t i c a l H d w y S t g 1 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Cr i t i c a l H d w y S t g 2 6 . 1 5 . 5 - 6 . 1 5 . 5 - - - - - - - Fo l l o w - u p H d w y 3 . 5 4 3 . 3 3 . 5 4 3 . 3 2 . 2 - - 2 . 2 - - Po t C a p - 1 M a n e u v e r 7 0 6 6 6 4 9 9 7 7 2 4 6 6 7 9 1 2 1 5 3 8 - - 1 4 4 6 - - S t a g e 1 9 2 1 8 2 3 - 8 6 5 7 8 2 - - - - - - - S t a g e 2 8 4 6 7 7 7 - 9 2 0 8 2 1 - - - - - - - Pl a t o o n b l o c k e d , % - - - - Mo v C a p - 1 M a n e u v e r 6 7 4 6 5 9 9 9 7 7 1 7 6 6 2 9 1 2 1 5 3 8 - - 1 4 4 6 - - Mo v C a p - 2 M a n e u v e r 6 7 4 6 5 9 - 7 1 7 6 6 2 - - - - - - - S t a g e 1 9 2 0 8 1 7 - 8 6 4 7 8 1 - - - - - - - S t a g e 2 8 1 1 7 7 6 - 9 1 0 8 1 5 - - - - - - - Ap p r o a c h EB WB NB SB HC M C o n t r o l D e l a y , s 1 0 . 2 9. 8 0. 1 0. 9 HC M L O S B A Mi n o r L a n e / M a j o r M v m t N B L N B T N B R E B L n 1 W B L n 1 S B L S B T S B R Ca p a c i t y ( v e h / h ) 15 3 8 - - 7 0 2 8 0 7 1 4 4 6 - - HC M L a n e V / C R a t i o 0 . 0 0 1 - - 0 . 0 1 1 0 . 0 7 7 0 . 0 0 7 - - HC M C o n t r o l D e l a y ( s ) 7 . 3 0 - 1 0 . 2 9 . 8 7 . 5 0 - HC M L a n e L O S A A - B A A A - HC M 9 5 t h % t i l e Q ( v e h ) 0 - - 0 0 . 2 0 - - 4 4 4 4 EXHIBIT I ENGINEERING REPORT & WILL SERVE LETTERS PEAK3 RESERVE LLC THE RESERVE GARFIELD COUNTY, COLORADO PRELIMINARY PLAN ENGINEERING REPORT MAY 2026 Prepared by David M. Kotz, P.E. SGM, Inc. 05/08/2026 6 SGM .. •· .... ·· .. . • Ill . ,. •. • "I', • • 2 ! . . . .. •••···•••• . . . 118 West 6th Street, Suite 200 Glenwood Springs CO 81601 TABLE OF CONTENTS THE RESERVE PROJECT DESCRIPTION DRAINAGE WATER SEWER SOILS ACCESS/TRAFFIC MISCELLANEOUS UTILITIES APPENDICES A DRAINAGE CALCS B WATER MODEL FIRE FLOW RESULTS 6 SGM PROJECT DESCRIPTION The Reserve consists of a 158.48-acre parcel within the Aspen Glen PUD. This parcel is zoned 2-acre Residential Zone District and is subject to the development standards within that district. The Reserve parcel is located west of County Road 109 in the northern portion of the Planned Unit Development. It is bordered by The Crystal River Ranch on the south and west, Bureau of Land Management on the west and the Teller Springs Subdivision and other parts of Aspen Glen opposite CR 109 to the east. The plan now includes ten (10) single-family lots arranged on the west side of North Reserve and South Reserve Drives. The original PUD zoning approved 31 lots. The 1993 Preliminary Plan Submittal included survey and engineering design for a similar roadway with 20 lots. This revised Preliminary Plan submittal provides survey and near construction-level engineering design for the 10-lot configuration. The project may be built in one or two distinct phases. The North Phase will consist of Lots 1-7. The South Phase will consist of Lots 8 - 10. Phase boundaries are shown on the Master Water & Sewer Plan. Due to the locations of existing water and sewer lines, it is only necessary to construct the roadway and utilities within the phase to provide adequate service to that phase. Development of this parcel has always been a consideration in the overall master planning of Aspen Glen. SGM has been part of the development team since the Sketch Plan stage in 1993. SGM Principals Dan Cokley, PE, PTOE and David Kotz, PE both were highly involved in the 1993 Preliminary Plan design and submittal and have been continually active in Aspen Glen matters since. We also completed the design and construction engineering for this section of County Road 109. Appropriate planning occurred in 1993, and the subsequent construction has prepared the parcel for development. Connections for all utilities are located on the parcel. Existing water and sewer mains and downstream drainage infrastructure are more than sufficient to serve these 10 lots and any accompanying accessory dwelling units (up to 10 total ADUs). 6 SGM DRAINAGE The drainage plan and design for The Reserve will accommodate both “clean water” run- off and debris flow events. The primary concern for development is that proper residential site grading and design results in runoff and debris flows being satisfactorily conveyed around and past the structures. Most of the runoff and all of the rare debris flows are generated from the steep hillside to the west of the project. With a total drainage area of over 200 acres on the hillside, the lower building site/lot area generates only a minor portion of the flow. The 1993 Aspen Glen Preliminary Plan Master Drainage and Water Quality Plan reviewed and approved by the County and their consulting engineer (WWE) contemplated this 200+ acre tributary area and developed conditions runoff for the previous 21 Preliminary Plan lots on the Reserve parcel. Existing County Road 109 ditches and cross culverts and all downstream Aspen Glen PUD drainage infrastructure were designed to handle these flows. We now have only 10 proposed lots and a shorter length of frontage road draining in the same fashion as in 1993. Numerous tweaks and redesigns of the downstream drainage have occurred on Aspen Glen over the years as the various Filings were platted (all with County review). The Aspen Glen westside drainage system functions well with stormwater being directed to golf course ponds for peak attenuation and WQ treatment. Mixing with sustained flows of irrigation water occurs prior to piped and open swale conveyance towards the Roaring Fork River. Prior to reaching the river, these flows first spread out in manmade wetlands and then feed native wetlands bordering the Roaring Fork. Mitigation of debris flows was a major topic of concern during the PUD and 1993 Preliminary Plan approvals. Following up on previous studies, Hepworth-Pawlak Geotechnical developed a debris berm design scheme in 2006 to adequately protect the then proposed 21 residences from debris flows. Their July 25, 2006, report served as a reference document for both the RJ Engineering Geotech report and the GEI Consultants Debris Flow Hazard Review that accompany this submittal. Due to the extensive 6 SGM disturbance that would have occurred with project-wide debris berms, the development team in the 2023 Preliminary plan submittal opted to propose debris barrier ring nets above the debris fans where possible. Berms were still proposed as a mitigation measure for Lots on the North and South ends. Current owner Peak3 Reserve LLC now proposes to develop only 10 lots, in part, to better deal with debris flows while minimizing disturbance in the developable areas. The proposed building envelopes are large and the residential construction will occupy only a small portion. It will be less impactful to design and construct only the debris mitigation measures necessary to protect the residence rather than the entire building envelope. SGM recommends that an “Engineered Site Plan” designed and stamped by a professional engineer be required for each lot at the time of building permit. Based on the chosen residence and location within the envelope, the “Engineered Site Plan” would detail and implement specific drainage and debris flow mitigation measures as described in the various reports. An optimized plan with minimal disturbance will result. The remainder of this section discusses the procedures and results of the drainage analysis conducted by SGM for the new 10 lot plan. Complete calculations and drainage area map are included in Appendix A. Methodology The NRCS WinTR-55 method was used for estimating the amount of runoff that will occur as a result of a particular precipitation event. This method calculates runoff from individual basins based on the basin area, SCS curve number, precipitation, and the time of concentration. Drainage Basin Area The total basin tributary to The Reserve is over 200 acres in size and was divided into six large sub-areas (denoted A1 – A6) that range in size from 30 acres to 48 acres. Each basin represents the overall area tributary to a roadway low point. Basins were delineated using the project LIDAR topo and the USGS 1:24000 Cattle Creek topographic map. An additional 1.2 acre sub-area A7 consists of the developed area tributary to the main entrance. 6 SGM Refer to the exhibit in Appendix A for the locations and orientation of these basins. SCS Curve Number A SCS curve number is assigned to each basin. The curve number provides the relationship between the amount of precipitation and the amount of subsequent runoff. The curve number is a function of soil type, vegetative-cover, land use, and antecedent moisture conditions. The SCS soil map and descriptive table are also included in Appendix B. An area-weighted average curve number is assigned to each sub-area due to the variation in soil types and land use. Precipitation Large runoff events in this region of Western Colorado area caused by cloudburst type storms that are characterized by short durations of high intensity rainfall. The SCS Type II 24-hour distribution best represents these types of storms and was used for this analysis. Rainfall depths were taken from the NOAA Atlas 14, Volume 8, Version 2, Carbondale, Colorado. Values for the 2-, 5-, 10-, 25-, 50- and 100-year are 1.20, 1.47, 1.70, 2.03, 2.29 and 2.57 inches, respectively. Time of Concentration Time of concentration (TC) is an important parameter in runoff modeling. It is defined as the time it would take for a drop of water falling on the most hydraulically remote point in the watershed to reach the outfall. TR-55 uses a segmented approach consisting of three components: sheet flow, overland flow, and channel flow, to estimate (TC). The length of flow, surface roughness, slope and channel geometry all factor in. Flow velocities were estimated using Manning’s kinematic flow equation. Shorter TC’s produce more rapid runoff and comparatively higher peaks. Analysis & Results The following Tables summarize the drainage characteristics of the sub-areas tributary to The Reserve and presents results of the 2-, 5-, 10-, 25-, 50- and 100-year analysis. Complete computer output is included in Appendix A. 6 SGM Stormwater Quality Water quality, particularly sedimentation is a concern during the construction phase of the project. To limit the amount of sediment discharged downstream to County Road 109, appropriate best management practices (BMP’s) will be utilized. The existing bike path ditch will serve to intercept runoff from disturbed areas above. Straw bale check dams and culvert inlet protection will prevent sediment from traveling downstream. The 6 SGM ---Sub -Area Da ta --- Name Desc ri p t ion Re a ch Area (ae) RCN Tc Area 1 LO L 9 Cul.let 33 .95 7 5 0 .370 Area 2 Lot 8 Outlet 41.09 75 0 .410 Area 3 Lot 6 & 1 Outlet 48 .02 74 0 .450 Area 4 Lots 4 , 5 & 6 Outlet 42 .18 72 0 .450 Area 5 Lot 3 Outlet 34 .09 70 0 .450 Area 6 Lo t 2 Outlet 22 70 0 .390 Arca 7.1 Entrance (S ) Outlet 0.82 68 0 .100 Area 7 .2 En t rance (NW ) Outlet: 0 .4 1 73 0 .1 00 Area 7 .3 Entrance (NE ) Outlet 0 .5 71 0 .1 00 Tota l area : 223 .06 (ac) SGM Inc The Reserve Garfie:.d County , Colorado Watershed Peak T able Sub-Area Pea k Flo w by Rainfall Return Period or Reach 2 -Yr 5-Yr 10 -Yr 25-Yr SO -Yr 100 -Yr I d en ti fier (c f s ) (cf s ) (cfs ) (Cfs) (cfs) (cfs) ---------------------------------------------------------------------------· SUBA RE AS Area 1 0 .74 3 .02 5 .97 11. 37 16.43 22 .34 Ar ea 2 0 .86 3 . 4 1 6 .75 12 .90 18 .64 25 .41 Arca 3 0 .62 2 .95 6 .22 12.51 18.53 25 . 72 Area 4 0 .24 1. 4 6 3 .67 8 .34 12 .99 18. 71 Area 5 0 .09 0 .56 1.83 4 .88 8 .1 4 12 .32 Area 6 0 .06 0 .38 1.28 3.47 5.79 8. 72 Area 7 .1 .00 .00 0 .06 0 .18 0 .30 0 .44 Area 7 .2 .00 .00 0 .09 0 .18 0 .25 0 .34 Area 7 .3 .00 .00 0 .08 0 .17 0 .25 0 .35 contractor will need to obtain a “Stormwater Permit for Construction Activities over 1 Acre” from the Colorado Department of Public Health and Environment. WATER Water Supply and Treatment The Reserve will be served by the Roaring Fork Water & Sanitation District (RFWSD). Refer to the “will serve” letter contained elsewhere in this application. The RFWSD water supply system has been approved and accepted by the Colorado Department of Public Health & Environment and has more than enough capacity to serve the 10 lots and 10 ADUs in The Reserve in addition to the previously platted lots within the District. Water for the District is supplied through an augmentation plan, Case No. 93CW192, which was approved on October 31, 1995. Under this plan, water is supplied via wells on the Aspen Glen property, which are augmented through contracts with both the West Divide Water Conservancy District and the Basalt Water Conservancy District. The infrastructure completed as part of the previous phases of Aspen Glen includes a 700,000- gallon water storage tank east of Highway No. 82, a 300,000-gallon tank west of County Road 109 in The Reserve above Lot 2, three wells and a chlorination well house. The RFWSD system also includes two separate 10” connections to Coryell Ranch where a 400 gpm well pumps thru a chlorination facility to a 200,000-gallon tank. A 12” transmission main also extends northward to Iron Bridge where a 300,000+ gallon tank is located. All these facilities are interconnected and provide redundant storage and connections to The Reserve. Water Distribution Water service will be provided to The Reserve by an 8" main located in North and South Reserve Drives. The new main will connect to the existing system at three different points. Moving north to south, those points are: the 10” transmission from the 300,000 gallon tank, 8” main stubbed across from Bald Eagle Way and the 8” main stubbed across County Road 109 from the golf maintenance facility. The new 8” loops installed with The Reserve construction will further strengthen the district system. Waterlines will be built to the standards and review comments of the 6 SGM Roaring Fork Water & Sanitation District. Upon completion and acceptance, the lines will be dedicated to the District. The design of the system has been done in substantial conformance with the recommendations of the Carbondale & Rural Fire Protection District. Refer to letter supplied elsewhere in this submittal. The elevations of The Reserve lots are rather high in relation to the RFWSD tanks and the rest of the District service area. The Reserve Master Water & Sewer Plan shows 40 and 50 psi contours based on the Mid-tank elevation of 6216’. These are common minimum pressures found in distribution systems. Depending on actual house elevations and personal preference, individual homeowners may choose to install in-house pressure booster systems. Water system computer modeling has shown that this area will have adequate fire flows well in excess of the required 1500 gpm at a 20 psi residual and minimum system pressure. This is true whether the project is developed in phases or as a whole. Base conditions for the model considered all district tanks at the ½ full elevation of 6216’ and system-wide maximum day demands. If the project is developed in phases, it is necessary to complete the water line loop from the main entrance to either the North or the South. The “South Phase” will have a minimum available fire flow of 1674 gpm. The “North Phase” will have a minimum available fire flow of 1981 gpm. When both loops are completed, the “South Phase” minimum flow increases to 1897 gpm and the “North Phase” minimum flow increases to 2047 gpm. Refer to Appendix B for annotated WaterCad modeling results and estimates of available flow in various locations throughout the project. SEWER Wastewater Treatment Wastewater treatment will be through the Roaring Fork Water & Sanitation District (RFWSD). The District has completed Phase II of the wastewater treatment facility, and it is operating under Discharge Permit No. CO-0044750 issued by the Colorado Department of Public Health & Environment. At the present time, numerous residences are built and tied into the wastewater 6 SGM treatment facility and it functions satisfactorily. Total flow to the facility is approximately 75,000 gallons per day, well below the permitted capacity of 214,000 gallons per day. Refer to the “will serve” letter provided by the RFWSD contained elsewhere in this application. Wastewater Collection System The Reserve is included within the Roaring Fork Water and Sanitation District wastewater service area, and the interceptor sewer and wastewater treatment facility were all sized to include The Reserve wastewater contribution. Service to this parcel is consistent with the Water & Wastewater Master Plan previously approved for Aspen Glen. The internal 8" gravity collection sewer lines will be built to the standards of the Roaring Fork Water & Sanitation District, and then dedicated to the District upon completion and acceptance by the District. These lines will connect to two existing lines that cross County Road 109: one at the main intersection opposite Bald Eagle Way, the other at the north end of the project opposite the Homestead Road cul-de-sac. Wastewater will flow entirely by gravity from the collection lines to the interceptor sewer line that flows to the wastewater plant. SOILS The Reserve parcel has undergone extensive soils, geotechnical and geohazard investigations. RJ Engineering (RJE) was charged reviewing previous studies and providing recommendations for present day construction. Section 2.0 of their May 2026 Preliminary Geotechnical Engineering Report lists eleven previous investigations. Significant RJE recommendations include thick, structural pavement sections, restrained joints for water and sewer, extra care to prevent ponding near improvements, and site- specific foundation investigations for each residence. ACCESS/TRAFFIC The Reserve is located west of County Road 109. Improvements to County Road 109 adjacent to The Reserve were completed by Garfield County and the Aspen Glen PUD, per the approval resolution. One access point was permitted by Garfield County in the 1993 Preliminary Plan approval. It is located directly across from the Bald Eagle Way intersection. Bald Eagle Way is the main collector street within the Aspen Glen PUD. It provides access to Colorado Highway 82 by way of an Access Permit granted by the Colorado Department of Transportation. 6 SGM The interior roads are called North and South Reserve Drives. The roadway cross section includes two 11-foot asphalt driving lanes with 29-inch-wide curb and gutter on each side. The north and south ends of these roads terminate in cul-de-sacs. Radii exceed that necessary for emergency vehicles. Like the other internal access roads within the Aspen Glen PUD, these roads will be privately owned by The Reserve homeowners’ association. Traffic impacts for the original 31-lot zoning of The Reserve parcel were contemplated in the 1992 PUD “Traffic Impact Study” by Matthew J. Delich, P.E. This Preliminary Plan submittal contemplates 10-lots each with an ADU and a new “Traffic Analysis” dated 04/30/26 was prepared by SGM’s Daniel J. Cokley, PE, PTOE and is included elsewhere in this submittal. Significant findings of the new analysis include that CR 109 is adequate for 20-year design volume and the access will function satisfactorily without turn lanes. Also, a State Highway Access Permit is not required as the 20% threshold is not exceeded at Highway 82. MISCELLANEOUS UTILITIES All affected utility companies have been notified of this application and have copies of the project layout so they may complete their respective designs. “Will-serve” letters are included elsewhere in this submittal. Electricity Power for the west side of Aspen Glen, or the west side of the Roaring Fork River, is provided by Xcel Energy. As part of the master planning and development of the Aspen Glen PUD an electric system sufficient to serve the entire development has been designed. Xcel Energy will service The Reserve via the existing underground power lines extended to the project area below the proposed roads. Gas Gas Service will also be provided by Black Hills Energy. The gas main, which previously crossed the Aspen Glen property on the west side of the Roaring Fork River, has been relocated along County Road 109. The main was sized at the time of installation to provide service to the Aspen Glen PUD. Gas lines will be extended through The Reserve forming a looped delivery system. 6 SGM Communications Qwest originally provided telephone service to Aspen Glen through a land development agreement dated December 5, 1991. Telephone lines, which previously cross the Aspen Glen property west of the Roaring Fork River had been rerouted along The Reserve parcel below the proposed roads. A fiber optic line is located between the existing bike path and County Road 109. Ting has indicated an ability to provide internet services to the Reserve. Comcast can supply cable and CenturyLink/Lumen can provide various individual and bundled services. 6 SGM Appendix A Drainage Calculations 6 SGM 33 6 S S S S S S S S S S 1 2 3 4 5 6 7 8 9 10 CO U N T Y R O A D 1 0 9 CO U N T Y R O A D 1 0 9 BALD EAGLE WA Y FISHE R M A N S R O A D LARIAT LANE S BALD EAGLE W A Y Revision#Dw g N o . Jo b N o . Dr a w n b y : Da t e : Fi l e : PE : QC : Date By: Project Milestone: Of : 20 2 3 - 1 9 5 . 0 0 4 TB S 05 / 0 5 / 2 0 2 6 DK AG R e s - D r a i n a g e P l a n DCD1 1 PRELIMINARY NOT FOR CONSTRUCTION Ti t l e : Garfield County, Colorado Ov e r a l l D r a i n a g e P l a n THE RESERVE Gr a p h i c S c a l e In F e e t : 1 " = 2 0 0 ' 0 1 0 0 2 0 0 40 0 I :\2023\2023-1 95-Aspe nG lenReserve \ 002-Pea k3-AspenG le n Reserve \H-Dwg s \Civil\ PS-SheetSet \AGRes-DrainagePlan. dwg Platted: 5/7/2026 3:49 "(j( I "' • " -~ ,, I I I I ~ l I /., ) ((//1, 2 3 "' "' PM By: Ken Martinez (' ' ' ' ' , ' ' I ' ' ' ' ' lf ' " I . l I ; I .. 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Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com WinTR-55 Current Data Description --- Identification Data --- User: SGM Inc Date: 5/8/2026 Project: The Reserve Units: English SubTitle: Areal Units: Acres State: Colorado County: Garfield Filename: I:\2023\2023-195-AspenGlenReserve\002-Peak3-AspenGlenReserve\B-Calcs\DRAINAGE\The Reserve.w55 --- Sub-Area Data --- Name Description Reach Area(ac) RCN Tc ------------------------------------------------------------------------------ Area 1 Lot 9 Outlet 33.95 75 0.370 Area 2 Lot 8 Outlet 41.09 75 0.410 Area 3 Lot 6 & 7 Outlet 48.02 74 0.450 Area 4 Lots 4, 5 & 6 Outlet 42.18 72 0.450 Area 5 Lot 3 Outlet 34.09 70 0.450 Area 6 Lot 2 Outlet 22 70 0.390 Area 7.1 Entrance (S) Outlet 0.82 68 0.100 Area 7.2 Entrance (NW) Outlet 0.41 73 0.100 Area 7.3 Entrance (NE) Outlet 0.5 71 0.100 Total area: 223.06 (ac) --- Storm Data -- Rainfall Depth by Rainfall Return Period 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 1.2 1.47 1.7 2.03 2.29 2.57 .0 Storm Data Source: User-provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Storm Data Rainfall Depth by Rainfall Return Period 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr -Yr (in) (in) (in) (in) (in) (in) (in) -------------------------------------------------------------------------------- 1.2 1.47 1.7 2.03 2.29 2.57 .0 Storm Data Source: User-provided custom storm data Rainfall Distribution Type: Type II Dimensionless Unit Hydrograph: <standard> WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Watershed Peak Table Sub-Area Peak Flow by Rainfall Return Period or Reach 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ---------------------------------------------------------------------------------- SUBAREAS Area 1 0.74 3.02 5.97 11.37 16.43 22.34 Area 2 0.86 3.41 6.75 12.90 18.64 25.41 Area 3 0.62 2.95 6.22 12.51 18.53 25.72 Area 4 0.24 1.46 3.67 8.34 12.99 18.71 Area 5 0.09 0.56 1.83 4.88 8.14 12.32 Area 6 0.06 0.38 1.28 3.47 5.79 8.72 Area 7.1 .00 .00 0.06 0.18 0.30 0.44 Area 7.2 .00 .00 0.09 0.18 0.25 0.34 Area 7.3 .00 .00 0.08 0.17 0.25 0.35 REACHES OUTLET 2.26 11.35 25.12 52.67 79.47 112.17 WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Hydrograph Peak/Peak Time Table Sub-Area Peak Flow and Peak Time (hr) by Rainfall Return Period or Reach 2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr Identifier (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (hr) (hr) (hr) (hr) (hr) (hr) ---------------------------------------------------------------------------------- SUBAREAS Area 1 0.74 3.02 5.97 11.37 16.43 22.34 12.26 12.19 12.17 12.14 12.14 12.13 Area 2 0.86 3.41 6.75 12.90 18.64 25.41 12.31 12.23 12.19 12.16 12.16 12.16 Area 3 0.62 2.95 6.22 12.51 18.53 25.72 12.40 12.26 12.23 12.19 12.20 12.18 Area 4 0.24 1.46 3.67 8.34 12.99 18.71 13.01 12.30 12.25 12.22 12.21 12.18 Area 5 0.09 0.56 1.83 4.88 8.14 12.32 15.15 12.40 12.28 12.24 12.21 12.20 Area 6 0.06 0.38 1.28 3.47 5.79 8.72 15.12 12.33 12.22 12.18 12.17 12.15 Area 7.1 .00 .00 0.06 0.18 0.30 0.44 n/a n/a 12.03 12.03 12.02 12.02 Area 7.2 .00 .00 0.09 0.18 0.25 0.34 n/a n/a 12.02 12.02 12.01 11.96 Area 7.3 .00 .00 0.08 0.17 0.25 0.35 n/a n/a 12.03 12.02 12.02 12.01 REACHES OUTLET 2.26 11.35 25.12 52.67 79.47 112.17 WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Sub-Area Summary Table Sub-Area Drainage Time of Curve Receiving Sub-Area Identifier Area Concentration Number Reach Description (ac) (hr) -------------------------------------------------------------------------------- Area 1 33.95 0.370 75 Outlet Lot 9 Area 2 41.09 0.410 75 Outlet Lot 8 Area 3 48.02 0.450 74 Outlet Lot 6 & 7 Area 4 42.18 0.450 72 Outlet Lots 4, 5 & 6 Area 5 34.09 0.450 70 Outlet Lot 3 Area 6 22.00 0.390 70 Outlet Lot 2 Area 7.1 .82 0.100 68 Outlet Entrance (S) Area 7.2 .41 0.100 73 Outlet Entrance (NW) Area 7.3 .50 0.100 71 Outlet Entrance (NE) Total Area: 223.06 (ac) WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Sub-Area Time of Concentration Details Sub-Area Flow Mannings's End Wetted Travel Identifier/ Length Slope n Area Perimeter Velocity Time (ft) (ft/ft) (sq ft) (ft) (ft/sec) (hr) -------------------------------------------------------------------------------- Area 1 User-provided 0.370 Time of Concentration 0.370 ======== Area 2 User-provided 0.410 Time of Concentration 0.410 ======== Area 3 User-provided 0.450 Time of Concentration 0.450 ======== Area 4 User-provided 0.450 Time of Concentration 0.450 ======== Area 5 User-provided 0.450 Time of Concentration 0.450 ======== Area 6 User-provided 0.390 Time of Concentration 0.390 ======== Area 7.1 User-provided 0.100 Time of Concentration 0.100 ======== Area 7.2 User-provided 0.100 Time of Concentration 0.100 ======== Area 7.3 User-provided 0.100 Time of Concentration 0.100 ======== WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Sub-Area Land Use and Curve Number Details Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- Area 1 Paved parking lots, roofs, driveways B .69 98 Pinyon - juniper (fair) C 6.6 73 Pinyon - juniper (fair) D 22.5 80 Sagebrush (w/ grass understory) (fair) B 4.16 51 Total Area / Weighted Curve Number 33.95 75 ===== == Area 2 Paved parking lots, roofs, driveways B .52 98 Pinyon - juniper (fair) C 13.2 73 Pinyon - juniper (fair) D 22.95 80 Sagebrush (w/ grass understory) (fair) B 4.42 51 Total Area / Weighted Curve Number 41.09 75 ===== == Area 3 Paved parking lots, roofs, driveways B 1.04 98 Pinyon - juniper (fair) C 19.72 73 Pinyon - juniper (fair) D 21.92 80 Sagebrush (w/ grass understory) (fair) B 5.34 51 Total Area / Weighted Curve Number 48.02 74 ===== == Area 4 Paved parking lots, roofs, driveways B 1.57 98 Pinyon - juniper (fair) C 21.54 73 Pinyon - juniper (fair) D 11 80 Sagebrush (w/ grass understory) (fair) B 8.07 51 Total Area / Weighted Curve Number 42.18 72 ===== == Area 5 Paved parking lots, roofs, driveways B .87 98 Pinyon - juniper (fair) B 3.37 58 Pinyon - juniper (fair) C 13.4 73 Pinyon - juniper (fair) D 10.33 80 Sagebrush (w/ grass understory) (fair) B 6.12 51 Total Area / Weighted Curve Number 34.09 70 ===== == Area 6 Paved parking lots, roofs, driveways B .59 98 Pinyon - juniper (fair) B 3.82 58 Pinyon - juniper (fair) C 10.51 73 Pinyon - juniper (fair) D 4.2 80 Sagebrush (w/ grass understory) (fair) B 2.88 51 Total Area / Weighted Curve Number 22 70 == == Area 7.1 Open space; grass cover > 75% (good) B .66 61 Paved parking lots, roofs, driveways B .161 98 Total Area / Weighted Curve Number .82 68 === == Area 7.2 Open space; grass cover > 75% (good) B .28 61 Paved parking lots, roofs, driveways B .13 98 Total Area / Weighted Curve Number .41 73 === ==WinTR-55, Version 1.00.10 Page 1 5/8/2026 11:31:37 AM SGM Inc The Reserve Garfield County, Colorado Sub-Area Land Use and Curve Number Details (continued) Sub-Area Hydrologic Sub-Area Curve Identifier Land Use Soil Area Number Group (ac) -------------------------------------------------------------------------------- Area 7.3 Open space; grass cover > 75% (good) B .36 61 Paved parking lots, roofs, driveways B .14 98 Total Area / Weighted Curve Number .5 71 == == WinTR-55, Version 1.00.10 Page 2 5/8/2026 11:31:37 AM Appendix B Water Model Fire Flow Results 6 SGM PH A S E 2 PH A S E 1 1 2 3 4 5 6 7 8 9 10 CO CO CO CO CO CO CO CO CO COU N T Y R O A D 1 0 9 NOR T H R E S E R V E R O A D COU N T Y R O A D 1 0 9 BA L D E A G L E W A Y FIS H E R M A N S R O A D LA R I A T L A N E TANK ACC E S S R O A D SOUT H R E S E R V E R O A D Graphic Scale In Feet: 1" = 200' 0 100 200 400 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 04/07/2026 DK AGRes-SitePlan DC Da t e B y : C5 Of : Pr o j e c t M i l e s t o n e : 30 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N TH E R E S E R V E Overall Site Plan AS P E N G L E N Title: Ultimate Pressure: 57 psi FF: 2,131 gpm North Loop Phase Pressure: 57 psi FF: 2,122 gpm Ultimate Pressure: 55 psi FF: 2,312 gpm North Loop Phase Pressure: 55 psi FF: 2,298 gpm Ultimate Pressure: 56 psi FF: 2,087 gpm North Loop Phase Pressure: 56 psi FF: 2,050 gpm Ultimate Pressure: 57 psi FF: 2,047 gpm North Loop Phase Pressure: 57 psi FF: 1,981 gpm Ultimate Pressure: 53 psi FF: 2,057 gpm North Loop Phase Pressure: 53 psi FF: 1,932 gpm South Loop Phase Pressure: 53 psi FF: 1,716 gpm Ultimate Pressure: 56 psi FF: 1,971 gpm South Loop Phase Pressure: 56 psi FF: 1,708 gpm Ultimate Pressure: 55 psi FF: 1,897 gpm South Loop Phase Pressure: 55 psi FF: 1,674 gpm Modeling Constraints - Maximum Day Demands - Maintain 20 psi Residual Pressure - Tanks 1/2 Full c • cc C 0 rn i' ~ I ::1 0 '.:!-"' N 0 '.:!­ l'l • "e CL / rn • C: / 0 u 0 ,:: il1\ .. 1 O' BIKE (REPLACE PATH EX PATH) "~~~'.>;. '·~-~,::\\:,h , .. , 1 O' BIKE PATH (REPLACE EX PATH) ~--._ -... -~~-­ ":_';,--.._. }; ,, .... ·-\~~~-~\-:::~ <~::;/,/;·\,,,,, t~~t~;i~:;'1'!:ti,, ·~: ' \;}'.:)11~;1ifltl_ ' '\ . ·1:. 1[iffi,~ • ·,,, •, ~~ ··-~1.:2~--- (~i)-1fr •• • ·:,·{-rf~}~~----,~: tJ J.''iC;g,~12, ~~j~jI "' ,, ;:;.,:~::.¾,,. APPROXIMATE 30% SLOPE LINE 50 PSI = 6104' 40 PSI = 6128' 0..-­ oO NCO Q) T"" =;~ C) en_t) +-' Q) Cl) ~ C) +-' C: en·;:: en .r:::. C. s;f" :xcn g en -o ..- c.o i I~ 00 Q) 0 T"" "' ...... ..-~CJ) E 8 u C: --' E C) Cl) i EXHIBIT J FIRE PROTECTION LETTER AND MITIGATION STANDARDS October 5, 2023 David Kotz SGM Principal Civil Engineer 118 W Sixth St, Suite 200 Glenwood Springs, CO 81601 Re: Reserve at Aspen Glen. • Both Bill and I reviewed the Reserve Fire flow and are good with minimum 1500 GPM with 20 PSI. • 500 feet average spacing between hydrants with maximum distance from any point on street or road frontage to a hydrant shall be 250 S., and reduced by 50 S for dead-end streets or roads. Hydrant spacing can increase by 25% if the buildings are equipped throughout with an approved automaXc sprinkler sys (SecXon P2904 of the InternaXonal ResidenXal Code). • Concerning triggers for automaXc sprinkler systems, Aspen Glen subdivision requires structures 4,800 square feet or larger, to install a fire protecXon sprinkler system (SecXon 3.39, PP 17, DeclaraXon of Covenants, CondiXons and RestricXon For Aspen Glen). In 2003 Bill Gave`e submi`ed a le`er to Andy Schwaller, Building official, Glenwood Springs, staXng that aSer tesXng available fire flows, and having improved, would allow for an increase to 6,200 feet for fire area requiring automaXc fire sprinkler systems (see a`ached le`er). • Cul-de-sac measurements from the design review look to meet our requirements of the turning radius of our largest trucks. We do not require access from CR109, though for emergency exiXng it might be helpful to give home owners a choice and if we have a structure fire in the subdivision, two access points gives us more possibiliXes for fire truck posiXoning with more hydrant possibiliXes. Hope this helps, Karl Oliver 1 The Reserve at Aspen Glen Dra2 Wildfire Mi8ga8on Standards September 19, 2023 The Reserve at Aspen Glen Applicant agrees to adhere to the following standards to mi8gate the moderate to high wildfire risks associated with the property: 1. Defensible Space: a. Brush, debris, and non-ornamental vegeta8on shall be removed within a minimum ten- foot 10’ perimeter around all structures. b. Vegeta8on shall be reduced to break up the ver8cal and horizontal con8nuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. Spacing between clumps of brush and vegeta8on up to the thirty (30) foot perimeter shall be a minimum of two (2.5) 8mes the height of the fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. c. All branches from trees and brush within the thirty (30) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. d. Tree crown separa8on within the thirty (30) foot perimeters shall have a minimum of ten (10) feet between the edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regenera8on, understory shrubs and down and dead materials shall be removed. e. All branches that extend over the roof eaves shall be trimmed and all branches within fi2een (15) feet of chimneys shall be removed. f. The density of fuels up to a one hundred (100) foot perimeter of the structures shall be reduced where natural reduc8on has not already occurred. g. All deadfall up to a one hundred (100) foot perimeter shall be removed. h. No new conifer trees shall be planted within ten (30) feet of a residence. i. No flammable mulches shall be placed within two (3) feet of a residence. j. The property owner shall be responsible for the con8nued maintenance of the defensible space vegeta8on requirements. 2. Roofing Materials: Class A covering or Class A assembly as defined by the currently adopted Building Code. No wood shakes or shingles. All other adopted Building Code compliant methods and materials permiZed. Roofs with less than a 3:12 pitch not permiZed unless approved by the Fire Marshal prior to submiZal of a building permit applica8on. 3. Roof Ven8ng: a. Soffit ven8ng shall be located in the outer 1/3rd por8on of the overhang. b. A^c, soffit and other roof ven8ng shall be of non-corrosive metal mesh with maximum 1/4” openings. 4. Projec8ons at the Roofline, including Soffits, Ra2ers, Porch or Deck Roofs, Fascias, or Other: 2 a. One hour rated material, or any material underlain by 5/8” Type X gypboard or equal, or b. “Type IV” Heavy Timber materials, per the currently adopted building code. 5. Decks, Decking, Can8levered Floors, or Other Projec8ons Below the Roofline: a. Construc8on with noncombus8ble or one (1) hour rated material, or material with flame spread <24, or b. Conven8onally framed deck with waterproof surface and underside protected with 5/8” Type X gypboard or equal, or c. Type IV Heavy Timber materials: joist and beams minimum 6”x10”, columns minimum 8”x8”, decking minimum 4” in depth, or decking as 1” above; or equivalent log construc8on, or d. Enclose projec8on ver8cally to ground with one hour fire resis8ve materials. Decking as above. 6. Railings: Railings must be constructed of noncombus8ble or “Type IV” Heavy Timber materials. 7. Exterior of the Structure, Including All Walls: a. One hour fire resis8ve rated materials, or b. 5/8” gypboard underlying combus8ble materials, or c. Cement stucco, minimum 3/4” thickness. d. All glazing to be tempered glazing or equivalent to protect windows from shaZering under extreme heat, with the excep8on of window on the north side of the house; and e. Doors to be metal or wood 1 3/4” thick minimum, or tempered glass. 8. Founda8ons: Founda8ons, skir8ng, and crawl space openings shall be fully enclosed and constructed with materials approved for one (1) hour fire-resis8ve construc8on on the exterior side of the walls and shall extend from the top of grade to the underside of the floor decking or walls. 9. Maintenance and Miscellaneous Requirements: a. Roofs and guZers shall be kept clear of debris. b. Roof vents shall be screened with corrosive resistant wire mesh, with mesh 1/4” maximum. c. Any outbuilding shall adhere to the same wildfire requirements. d. Yards shall be kept clear of all liZer, slash and flammable debris. e. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from the structure. f. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. g. Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away from the structure. h. Fences shall be kept clear of brush and debris. 3 i. Wood fences shall not connect to any structure unless made of non-combus8ble materials and/or a non-combus8ble fence comes between the structure and wood fences that protects the direct contact to the structure. j. Fuel tanks shall be installed underground with an approved container. k. Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegeta8on mi8ga8on around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire-resis8ve construc8on on the exterior side of the walls. l. Each structure shall have a minimum of one 10 pound ABD fire ex8nguisher. m. Addresses shall be clearly marked with 4” non-combus8ble leZers and shall be visible at the primary point of access for the public or common access road and installed on a non-combus8ble post. n. The Applicant shall comply with all condi8ons of the Carbondale and Rural Fire Protec8on District. EXHIBIT K EXISTING CONDITIONS MAPS - L E G E N D - - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO 5/3/2023 BB Reserve-EX Da t e B y : 1 14Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 250' 0 125 250 500 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o C 0 ~ 0 I 0 :,; o_ N N I n N 0 :::-n N 0 :::- 0 @ □ 0 N ~ 0 0 I □ 0 □ 0 □ 0 0 I 0 .,. @ Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser ·r Post Gate Post/Bollard ---,----,---Flowline Culvert :-~~~-~~~-~~-:i culvert with Flared End Sections Found 1/2" No Cap -Asphalt paving • I -Concrete -Gravel Sheet Found 3/4'' Rebar No Cop Rebar 2 S13'28'04"E 297.83' Sheet 4 Sheet 3 Found Sheet 5 Found 5/8" Rebar & 1 25" White Plastic Cap Marked SGM LS15710 5/8' Rebar No Cap Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. Sheet t.=5'52'29" R=5347.84' L=548.33' Ch Brg=S23'22'16"E Ch Dis\=548.09' 5/8" Rebar Na Cap\ Found 6 Found 5/8" Rebar Illegible Brn1ec Cap Garfield County, Colorado Sheet 7 S2618'31"E 854.10' Sheet 8 Sheet 9 Sheet 10 Found 5/8" Rebar & 1 25' Yellow Plastic Cap Marked SGM LS15710 Found 5/8" Rebar & 1 25" Yellow Plastic Cap Marked SGM LS15710 S20'41'20"E 13.75' S29'19'46"E 503.37' Sheet S32'15'50"E 41.64' 1 1 Found Found Found 5/8" Rebar & 1.25" Yellow Plastic Cop Marked SGM LS15710 Found 1/2" Rebar & 1" Yellow Plastic Cap Marked Property Corner 14111 Sheet 1 2 5/8~ Rebar No Cop~ S57'35'29"E 486.06' .• Sheet Garfield County Parcel No.23952400034 Owner: Crystal River Ranch Co. LLP I I 14 co r--­n 0 0 ~ N n n 0-, >, C 0 Cl. E 0 u n _c: Nu C 0 0 z Cc'. -.; u ~ 0 (l_ ~ OJ > Cc'. 3 25" Aluminum Cap on 3/4" Aluminum Rod Marked HCE Inc 17S R89W NE1/16 S24 1997 LS19598 -Nt<"J._j-LO<nl'"--COO> - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 2 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o C Q ry 0 I 0 I n N 0 :::-n N 0 :::- 0 @ □ 0 N ~ 0 0 I □ 0 □ 0 □ 0 0 I 0 .,. @ Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser ·r Post Gate Post/Bollard Flowline Culvert c-~~~-~~~-~~-i culvert with Flared End Sections -Asphalt paving • I -Concrete I: • -Gravel iG ····• ....... . (\ •·• .... ,(, : t,'J I .... ,. • .• t .. \ ........... .......... ---------- ·•• __ ................. .. :'_ ..... : ........................... ' .............................. .. •· ............... ; ...... .... .. .. _ } -· -· ..................... -···· .. -· .-·· .. / ............... • ... -..... _ ........ ---· .. -· ... ...... / I ... ................. -· .. Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. ~ --------' _..--,,---- ,' ' ------:::- ·-~ ---' -- ................ ..... .• -· ....... -· .. -------··--·· ......................... .......... • Garfield County, Colorado / . .... ····/ .. .... / .. ,, .................................................... . . •. .................................... • · ..................... ·--.......... -.. , ........... ... -· ..... ................... ::-·-·· ..................... ------.... -··- // • .. .. ...... .. .. ............ ... ... .... -----.. -· ------- ,, . ... ................. __ .··-..... .... .... ,.,,.. ........ --...... _ . ...... .... .. ........ v? ........ --... •• ............ :.,,:,0 • ......... •--... ...... • ............ ,. ••••• ...... h ... ,. ........... ,..... •• _ ............. •1-·-··-·-· ..................................... • I I I I I -- -----------------------~ ---- ____ , __ _ 1- I - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 3 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o I n N 0 :::-n N 0 :::- I I I I I I I ,oBD······ ----- -I --1 -------- 1 ----- .. - Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. Garfield County, Colorado -- ------------- ..... 5Q8D ·············· •••••••••• ••• • •••••••• --- --- //' '' --,' <' -: - Inv -1ct~--~ • \rh'. t\ --- --u -v -­ !tY::'<l, i-:::-:73.j' J c --.- lrw. C:I. ll 6Di:3 • ....... ______ . _____ ,._ .... ----..................... . ------·-· • --------------------. .. -- ·- , .-· .. ------------ .. .. ...... --­.. ---------............ ______ .. _-----------.. ~' ,--··· :-·----.. : .. .: ·-..... :, ·-.. .: ··------.: ·-.... _ ... II!!!! N " N I □ 0 □ 0 □ 0 0 I 0 .,. @ Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser T Post Gate Post/Bollard ----,-----,----Flowline l • Culvert r-~~~~-~~~~-i Culvert with Flared End Sections -Asphalt paving -Concrete -Gravel -Nt<"J._j-LO<nl"--COO> - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 4 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o C 0 ~ 0 I 0 :,; o_ n N I n N 0 :::-n N 0 _'.!- I I I I I I I I I I I ~ --.- ••• J -1 ----- l Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. Garfield County, Colorado ---------- / ----;,,,---- ,.-;;:..,;__>/ ,'/ ,>__.;>;;/ ,,.,.,.,~ _,,:-"~.;>--,_-,.._,,,, / /' / ' ,, ,_ i_ \iP_.---- T:Jr._:>H .' f_/)32.'=1· lr\~.-1::_1 cc,,:;,-1 j. ... -· .---~ ......... -····-··· ........ • V , .. .. -·· .. -· .. -···· , □ 0 II!!!! N " N I □ 0 □ 0 □ 0 0 I 0 .,. @ --------.,' ///// ,' ,,../' ' ' / / Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser T Post Gate Post/Bollard ----,-----,----Flowline I I 1 .. • I I Culvert r-~~~~-~~~~-i Culvert with Flared End Sections -Asphalt paving -Concrete -Gravel -Nt<"J._j-LO<nl"--COO> G G GV F C - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 5 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o C Q ry 0 I 0 I n N 0 :::-n N 0 :::- I I Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 I Township 7 South, Range 89 West of the 6th P.M. I Garfield County, Colorado I I I I I I I I I I I I ', ',, ',, ', ,-/ _-;/ ~,~'---,,, __________ _ \ ' ', \\~ '"~---/----\, / -------- \ I • I \ / ,/ I /, / r / .. / /! / / .. I ! ' I /' : i /.~,'. I /· ' ' : _/" I,.• '' --, : / ; / : / ' / ! ,,,/" I ,.; / ,,/,/:-'' I .,,. /' ,,_/-;< ' ' ' ' ' • . ' -_, ,:::-- ----,,, __ , -· ,,-- / y /_.,> , ' ,// /0 ,-;/ ,7 .-, .. -----/ /:/ ,-/ ,.-/ ... .. ........ -_.... , .. .. .. __ ........ -­ __ ........ ---· ........ .. .. ...... • 1 ······· .. - __ ....................... .. .... •·················6090------------l - -· __ .......... ----------- ·····• ------------~~- -----,-:, --: □ 0 ~ 0 0 □ 0 □ 0 □ 0 0 I 0 .,. @ Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Fiber Optic Optic Manhole Vault Fiber Optic Marker Sign -Single Pole PVC Riser T Post Gate Post/Bollard ----,----------Flowline ~ Q) Q) _c U) I l J ■ Culvert r-~~~~-~~~~-i Culvert with Flared End Sections -Asphalt paving -Concrete , I -Gravel E -Nt<"J._j-LO<nl"--COO> G C D ET G HYD F S - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 6 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o I n N 0 :::-n N 0 :::- I I I I I I I I I I I I I I I Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. Garfield County, Colorado _,,,,- _,,,,-_,,,,- " ·,/ -~~_.:-:_--~"'_-~ ::.' _,,,,-_,,,,- • _,,,,- _,,,,-_,,,,- _,,,,- _,,,,-_,,,,- -- ----' ..... -·-'J ••• ,· .-----...... . _____ , ·------.---·-.~ ...... -------· . .. .--.. _____ ........ l,•• ·• ........ .. ------. ---..... -,., □ 0 ~ 0 0 □ 0 □ 0 □ 0 0 I 0 .,. @ ________ , Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser T Post Gate Post/Bollard ----,-----,----Flowline I 1 --,----. ,-'' '. --· -~• Culvert r-~~~~-~~~~-i Culvert with Flared End Sections -Asphalt paving -Concrete , I -Gravel -Nt<"J._j-LO<nl"--COO> F F T ET T T - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 7 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o C 0 ~ 0 I 0 I n N 0 :::-n N 0 ,'.!- I I I I I I I I I I I I I I Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. Garfield County, Colorado Cl\-1 f1 ~--c c,B s-.::Y-----· t r ' : , : , ' ' : :\ / .. / l ....... --- 00 ...... 6\ • ' ' ' . ' . . . ' ., , ........ _, .. • , .. • :' ' ' : ' .----------·· ,. / 1/ 24 CHP ._,,,. .... • .. --···----.. -· ........ -, _, ........... l : ... ., ... •• 1,o --·······----.,........ .......... .,. .. ......................... •··' "·----... ----··· /., ,•· ---... , .6 • ' / / ...... •··--.... -----------..... _ .•• -------•.. _____ ,-----------------·· ----------...... _ .. __ .. ,.-·---. .. .. ----···· .-• ____ .l \... .. ..... ----..... •• / ,/ / \,,•· C, / ............ -----· -. -. , , ...... --------.,---....... -· ' .···•-....... ------~ -· .------------··--.... ____ ..• • .--·· --· { ................... ··' /_ .. ,--·· --· / .-· II!!!! N " N I □ 0 □ 0 □ 0 0 I 0 .,. @ Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser T Post Gate Post/Bollard ----,-----,----Flowline I I ,, _)_, I ---1 I .-:1.,- I· Culvert r-~~~~-~~~~-i Culvert with Flared End Sections -Asphalt paving -Concrete -Gravel -Nt<"J._j-LO<nl"--COO> F F T ET G - LEGEND - ET Y D T F F F G F C C ICV S T E W Approved: Location: Garfield County, Colorado Re v i s i o n # Sheet No. Job No. Drawn by: Date: File: 2023-195.001 AO BB Reserve-EX Da t e B y : 8 Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 20' 0 10 20 40 5/3/2023 14 Cy p r e s s E q u i t y I n v e s t m e n t s A s p e n G l e n - R e s e r v e Ga r f i e l d C o u n t y , C o l o r a d o C Q ry 0 I 0 I n N 0 :::-n N 0 :::- I I I I I I I I I I I I I I I _,- 1 ---- -· ,• .. -- I I I Existing Conditions Map A Portion of Aspen Glen Filing No. 1 Section 12 and Section 13 Township 7 South, Range 89 West of the 6th P.M. Garfield County, Colorado V -~f;''.;,,Tt _U,>1~~-J_Jet ' •• I-' r"_ .v · u_~.-, -.J r·,.,: .Ff . 6 Jlj;}:'1' // ___ ,,,,,/ // ✓---_ •• ,. 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Garfield County, Colorado ....... -... ... , ' . ' . ' . ' , , "---............. . 5/8"_ ,R',;bar Berichmark: El )6111-5' ' \ .\ \\\ ,....., ·< u ' 0 ' ' ' ' \ ' ' ' ' ' ' ' ' ' ' ,, , ' ' ' ,' -.... , J'i I 'Stop', l )If :1,.,11;•,~­ :_~, ;-1\-/ _::::-. '.j~;!";] ,~ ·- ............ 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PL S : Gr a p h i c S c a l e In U . S . F e e t : 1 " = 2 0 ' 0 1 0 2 0 40 5/ 3 / 2 0 2 3 1 4 Cypress Equity Investments Aspen Glen - Reserve Garfield County, Colorado I: \2023\2023-195-CypressEquity1nvest\001-AspenGlenReserve\H-Dwgs\Surv\Dwgs\BaseMaps\Reserve-EX.dwg Plotted: 5/3/2023 12: 53 PM By: Austin O'Hagan • • ....... •, '\. ___ \ : ; ,j,,, ·•.\ \ '"· ... ·--... .. ._ •••··. • , .. • I •, '··--..... ... '··-....... ······~ : ___ 'i ..... -. \, ..... •· ... . .... \ ': \ • .. -. .. \ / . I • : I • • • \ ,· I • I (_ ..... . , .. • : ... '· ~ ......... .. . , \ : \ ) .,. ...... • •, • ·• .. \ : •, { \ ', : • .. • : .. ) I : I .. . \ .. ', ( ' ·--.... \ •• .... '• \ • \ ' ,_ --: •, • : • • : • • : • \ •••· ... \ • .... '• \ •· .. ; \ \ •, •, She-~t Shee t 11 ', ',, ',, ',,,,, ,, ',,, ', ',, ',,,, ', ', 1 0 ',, ', ',, ',,, ',, ', ',, ', ', \ ' \ .... .._ ~. ~-' \ -.. ~ . ._:;\ . .. ·-.. .. 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N " N I □ 0 □ 0 □ 0 0 I 0 .,. @ • : ' • : ' ' : • : : : I : ! • ,• • • : : : ' : • ! ' } : l ' ' : : I I • : • • : • • I , ~ :' ~-J';;j I : ! / ! ! : ' Found Monument as described Found Monument as described Electric Transformer Electric Vault Water valve Fire Hydrant Water Manhole Sanitary Sewer Lid Storm Manhole Drain Inlet • : • : : j I • • : • : • : ' Irrigation/Non-Potable Control Valve Gas Valve Gas Marker Telephone Ped Telephone Manhole CATV Pedestal CATV Vault Fiber Optic Pedestal Fiber Optic Manhole Fiber Optic Vault Fiber Optic Marker Sign -Single Pole PVC Riser T Post Gate Post/Bollard ----•-----•-----Flowline • : • : • • : • : • ' : ' : ' ' : / l' I • • : I • : : • ! • : • : I ' : ' • R <1;i ' : • : • : • : ' • : • • / l: : • : ' • • -N..-:i._j-LO<nr--.COO> ·--------------------. _____________ _ Culvert r-~~~~-~~~~-i Culvert with Flared End Sections -Asphalt paving -Concrete -Gravel Revision#Dw g N o . Jo b N o . Dr a w n b y : Pr i n t D a t e : Fi l e : PE : QC : 20 2 3 - 1 9 5 . 0 0 4 TB S 05 / 1 8 / 2 0 2 6 DK AG R e s - A d m i n DC Date By: C1 Of : Project Milestone: Sc o p e o f W o r k Co n s t r u c t i o n o f r o a d w a y s , u t i l i t i e s a n d d r a i n a g e i n f r a s t r u c t u r e f o r 1 0 l o t s i n T h e R e s e r v e . Wo r k i n c l u d e s r e c o n s t r u c t i o n o f a n e x i s t i n g b i k e p a t h a l o n g t h e C o u n t y R o a d 1 0 9 f r o n t a g e o f th e p r o p e r t y . Pr o j e c t S i t e Pr o j e c t C o n t a c t s Da v i d K o t z , P E Vi c i n i t y M a p Pr o j e c t E n g i n e e r da v e k @ s g m - i n c . c o m ( 9 7 0 ) 3 8 4 - 9 0 0 8 2 2 PRELIMINARY NOT FOR CONSTRUCTION Pr e l i m i n a r y P l a n PE A K 3 R e s e r v e L L C Garfield County, Colorado Co v e r S h e e t THE RESERVE Ti t l e : Th e R e s e r v e Gl e n w o o d S p r i n g s , C O 8 1 6 0 1 97 0 . 9 4 5 . 1 0 0 4 ww w . s g m - i n c . c o m Br y a n t R a g a n Fo u n d e r / C E O 31 0 M a r k e t S t . Ba s a l t , C O 8 1 6 2 1 Pr e l i m i n a r y P l a n Ma y 2 0 2 6 SC A L E : 1 " = 2 0 0 0 ' Pr o j e c t E n g i n e e r Do u g l a s P r a t t e , A S L A l a n d s t u d i o 2 @ c o m c a s t . n e t ( 9 7 0 ) 9 2 7 - 3 6 9 0 P l a n n e r Sh e e t L i s t T a b l e Sh e e t N u m b e r S h e e t T i t l e C1 Co v e r S h e e t C2 Le g e n d & A b b r e v i a t i o n s C3 Ge n e r a l N o t e s C4 Ut i l i t y N o t e s C5 Ov e r a l l S i t e P l a n C6 Er o s i o n C o n t r o l P l a n C7 Si t e L a y o u t & R o a d w a y G e o m e t r y P l a n ( 1 ) C8 Si t e L a y o u t & R o a d w a y G e o m e t r y P l a n ( 2 ) C9 No r t h R o a d O v e r a l l U t i l i t y P l a n C1 0 So u t h R o a d O v e r a l l U t i l i t y P l a n C1 1 No r t h R o a d P l a n & P r o f i l e S t a . 1 + 0 0 t o S t a . 9 + 5 0 C1 2 No r t h R o a d P l a n & P r o f i l e S t a . 9 + 5 0 t o S t a . 1 8 + 5 0 C1 3 No r t h R o a d P l a n & P r o f i l e S t a . 1 8 + 5 0 t o S t a . 2 7 + 2 5 C1 4 No r t h R o a d P l a n & P r o f i l e S t a . 2 7 + 2 5 t o S t a . 3 5 + 7 5 C1 5 So u t h R o a d P l a n & P r o f i l e S t a . 1 0 0 + 0 0 t o S t a . 1 0 5 + 0 0 C1 6 So u t h R o a d P l a n & P r o f i l e S t a . 1 0 5 + 0 0 t o S t a . 1 1 2 + 0 0 C1 7 So u t h R o a d W a t e r L i n e P l a n & P r o f i l e C1 8 So u t h R o a d W a t e r L i n e P l a n & P r o f i l e 1 C1 9 Re l o c a t e d B i k e P a t h P l a n & P r o f i l e C2 0 Si t e D e t a i l s C2 1 Ut i l i t y D e t a i l s C2 2 Sl o p e A n a l y s i s P l a n Da v i d M . K o t z , P . E . 2 9 9 6 1 Ty s o n S i l l e r y ty s o n s @ s g m - i n c . c o m ( 9 7 0 ) 3 8 4 - 9 0 1 1 P r o j e c t D e s i g n e r Br y a n t R a g a n , b r y a n t @ p e a k 3 a s p e n . c o m ( 9 7 0 ) 9 4 8 - 6 1 6 6 O w n e r l:\2023\2023-195-AspenGlenReserve\D02-Peak3-AspenGlenReserve\H-Dwgs\Civil\PS-SheetSet\AGRes-Admin.dwg Plotted: 5/18/2026 12:58 PM By: Tyson Sillery .· >I I) ., ~;1· ., •. ,/>~·~ ..... -,: t·· ~-._ .... A..-- ' C z 0 0 ~ I ~ OJ 0 I 0 I ii (D N -111 (;;: N I 0 a" ~ am. (D ,. I OJ '--J = . C. -· a • 2 3 .. "l ."'! ~ > ~ ,, ' ... le •• : .. >\;2 • ....l,,. ....l,,. (X) ~ CD CJ) r-t- en -· ~ ::::J"' en r-t- CD CD r-t--en C -· r-t- CD I'\.) 0 0 ;i i-P ·~· .. . .. -·-., . . . . . . 6 SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com T T C FO TR U E C WEFOGSTU EC FO TRT U GV ICV SV GV S ET ET G M W GM EM WM G W S P P GM EM WM T C FO TR U E EC FO TRT U G W S G M W SV ICV S Y ICB CO SPR ICB SPR P P CO Y U WT E FO IR Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-Admin DC Da t e B y : C2 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Legend & Abbreviations TH E R E S E R V E Title: :, CL ro ~ N ro N 0 N " ro ~ I n N 0 N ;; 8 N ,:: EXISTING -T---OH--- --T---T-- --G---G-- ---HPG--- --c---c-- -C---OH--- --E---E-- -E---OH--- ■■■■■■■■■ --w---w-- --ws---ws-- --s---s-- --ss---ss-- --FO---FO-- - -IRR - - -IRR - - - --c---0---0---0---0- ■■■■■■■■1 = 111111111111111 I I I I I I I I I I I EXISTING LINETYPES PROPOSED --T--OM-11-- ---T--- ---G--- --G--HIP--- ---C--- --C--OH-11-- ---E--- --E--OH-11-- LEGEND DESCRIPTION OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE LOW PRESSURE GAS LINE HIGH PRESSURE GAS LINE UNDERGROUND CABLE TELEVISION LINE OVERHEAD CABLE TELEVISION LINE UNDERGROUND ELECTRICAL LINE OVERHEAD ELECTRICAL LINE STORM DRAIN LINE ---w WATER LINE - -ws - - -ws - -WATER SERVICE LINE ---s SANITARY SEWER LINE -ss ss -SANITARY SEWER SERVICE LINE ---FO--- ---IRR--- FIBER OPTIC LINE IRRIGATION LINE DRAINAGE SWALE FLOWLINE -x-x-x-x-x-BARBED-WIRE FENCE LINE -0-0-0-0-0-CHAIN LINK FENCE -SF--5r-SF-SILT FENCE ------"='"',,JI CULVERT & FES EDGE OF ASPHALT EDGE OF CONCRETE EDGE OF WATER CENTERLINE --------- ROCK WALL CONTOURS RIGHT -OF-WAY VEGETATION -LDA--LDA-LIMITS OF DISTURBED AREA RAILROAD TRACKS TOP OF CUT TOP OF FILL EASEMENT -BUILDING ENVELOPE HATCHING PROPOSED PESCRIPUON ~ ASPHALT MILLING ASPHALT CONCRETE SURFACING (PLAN VIEW) bi#i1fflttffi GRAVEL SURFACING ~ RIPRAP /RIVER ROCK I· •.•.•.•. :. I RE-ESTABLISH NATIVE VEGETATION l::::::!:::::==::l' WOOD DECK lc;;f\ tH FLAGSTONE I I UNDISTURBED SOIL I . I RECOMPACTED SOIL EXISTING □□□ □□7 SYMBOLS PROPOSED 0 0 D D □ DD □ I 0 0 0 (]fF.:ll ~ ®O o ~\.;:l\.;:I 0 0 0 oo _J □ t><1 t><1 t><1 t><1 0 0 0 00 0 □ -t\0 o -t\.O M ,_ [F [F [F ~ [F [F [F [F □□□ 0 0 0 0 0 C) [UJ (?f □ @ 0 CO_, ----3 ¢ ( I T □□□ 0 0 0 0 0 0 Ill (?f □ @ 0 '1l, 0 °" DESCRIPTION DECIDUOUS TREE CONIFEROUS TREE MONUMENT MARKER CONTROL POINT MARKERS (CATV, ELEC, FIBER) (TELE, TRAFFIC, UNKNOWN) PEDESTALS (CATV, ELEC, FIBER) (TELE, TRAFFIC, UNKNOWN) MANHOLES (DRAINAGE, ELEC, FIBER, IRRIGATION, SANITARY, TELEPHONE, UNKNOWN, WATER) VAULTS/HANDHOLES (CATV, ELEC, FIBER, TELE, TRAFFIC, UNKNOWN) ELECTRIC TRANSFORMER GAS VALVE SANITARY VALVE IRRIGATION CONTROL VALVE WATER VALVE WATER SHUTOFF VALVE FIRE HYDRANT VENTS(GAS,WATER,SEWER,MISC.) METERS (GAS, ELECTRIC, WATER) GAS WELL MONITORING WELL WATER WELL CLEAN-OUT PROPANE TANK (ABOVE GROUND) PROPANE TANK (UNDERGROUND) HEATING/AIR CONDITIONING UNIT WATER SPIGOT IRRIGATION CONTROL BOX IRRIGATION HEADGATE IRRIGATION SPRINKLER HEAD PVC PIPE FLAG POLE UTILITY POLE GUY WIRE STREET LIGHT POLE TRAFFIC LIGHT POLE FLOOD LIGHT SIGN MAILBOX BOLLARD SOIL BORING LOCATION TEST PIT LOCATION LARGE ROCK/BOULDER ''T" POST SATELLITE DISH TRANSITION FROM SPILL TO CATCH GUTTER MINIMUM 4" TOP SOIL OR SPECIFIED ALTERNATIVE @ ~ # MC AASHTO ABC ABUT ACM ACP ADA ADT ALT AP APWA AS ASD ASPH ATB BBL BCKF BLKF BLM BM BMP BOW BP BT BVCE BVCS BW C CBC cc COOT CDPHE CF CFS CG CIP CL CLOMR CMP CMU co COM CONC CONST CONT COR CPE CSP CTB cu CY D DB DEG DHV DIA DIP DOW DR DTM DW DWG E EA EB EG EL ELEV EOA EOD EOC EOG EOM EOP EP EPA ES ESMT EST EVCE EVCS EX EXIST EXT FM FEMA FES FF FG FH FHWA FL FOW FPS FRTF FT G GAL GALV GB GIS AT DEGREE DIAMETER NUMBER ALUMINUM ARCH CULVERT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AGGREGATE BASE COURSE ABUTMENT ASBESTOS CONTAINING MATERIAL ASBESTOS CEMENT PIPE AMERICANS W/ DISABILITIES ACT AVERAGE DAILY TRIPS ALTERNATE ANGLE POINT AMERICAN PUBLIC WORKS ASSOCIATION ASPHALT ALLOWABLE STRESS DESIGN ASPHALT ASPHALT TREATED BASE BARRELS BACK FACING BLOCK FACING BUREAU OF LAND MANAGEMENT BENCHMARK BEST MANAGEMENT PRACTICES BACK OF SIDEWALK BEGIN PROJECT, BEGINNING POINT BEGIN TRANSITION BEGINNING VERTICAL CURVE ELEVATION BEGINNING VERTICAL CURVE STATION BOTTOM OF WALL CURB CONCRETE BOX CULVERT CURB CUT COLORADO DEPARTMENT OF TRANSPORTATION COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT CUBIC FEET CUBIC FEET PER SECOND CURB AND GUTTER CAST IN PLACE CENTERLINE CONDITIONAL LETTER OF MAP REVISION CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONCRETE COMMUNICATIONS CONCRETE CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE CORRUGATED STEEL PIPE CEMENT TREATED BASE CUBIC CUBIC YARD DEEP DECIBELS DEGREES DESIGN HOUR VOLUME DIAMETER DUCTILE IRON PIPE DIVISION OF WILDLIFE DRAIN DIGITAL TERRAIN MODEL DRIVEWAY DRAWING EASTING EACH EAST BOUND EXISTING GRADE ELEVATION ELEVATION EDGE OF ASPHALT EDGE OF DRIVEWAY EDGE OF CONCRETE EDGE OF GRAVEL EDGE OF MILLINGS EDGE OF PAVEMENT END PROJECT, END POINT ENVIRONMENTAL PROTECTION AGENCY ELECTRIC SERVICE EASEMENT ESTIMATE END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EXISTING EXISTING EXTERIOR FEDERAL AVIATION ADMINISTRATION FEDERAL EMERGENCY MANAGEMENT AGENCY FLARED END SECTION FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FEDERAL HIGHWAY ADMINISTRATION FLOWLINE FACE OF WALL FEET PER SECOND FRONT FACE FEET GAS GALLONS GALVANIZED GRADE BREAK GEOGRAPHICAL INFORMATION SYSTEM GPM GPS GR GRAV GS GSP GV HAZMAT HC HCL HOPE HMA HORIZ HOV HP HPG HWY HYO ID INT INV IP JB KIP KW L LGTH LB LB/FT LEED LF LOMR LPFM LP LS LSA LT LTB LUM M MAT'L MAX MH MHT MIN MISC ML MLW MP MPH MSE MUTCD MW N N/A NAT NAVO NB NE NEPA NFPA NGVD NHS NIP NO NPDES NTP NTS NW 0/S oc OD OH OP OT PC PCC PED PERM PG PGL Pl PL PM PNT POC POT PRC PROP PRY PSF PSI PT PUD PVC PVI PVMT PVT Q ABBREVIATIONS GALLONS PER MINUTE GLOBAL POSITIONING SYSTEM GRAVEL GRAVEL GAS SERVICE GALVANIZED STEEL PIPE GATE VALVE HAZARDOUS MATERIALS HANDICAP RAMP HORIZONTAL CONTROL LINE HIGH DENSITY POLYETHYLENE HOT MIXED ASPHALT HORIZONTAL HIGH OCCUPANCY VEHICLE HIGH POINT HIGH PRESSURE GAS HIGHWAY HYDRANT INSIDE DIAMETER INTERSECTION INVERT INLET PROTECTION JUNCTION BOX THOUSAND POUNDS KILOWATT LEFT LENGTH POUNDS POUNDS PER FOOT LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LINEAR FOOT LETTER OF MAP REVISION LOW PRESSURE FORCE MAIN LOW POINT LUMP SUM LANDSCAPED AREA LIGHT POLE LIME TREATED BASE LUMINARY METERS MATERIAL MAXIMUM MANHOLE METHOD OF HANDLING TRAFFIC MINIMUM MISCELLANEOUS MEGALUG MASONRY LANDSCAPE WALL MILE POST MILES PER HOUR MECHANICALLY STABILIZE EARTH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MONITORING WELL NORTHING NOT APPLICABLE NATIVE GRASS AREA NORTH AMERICAN VERTICAL DATUM NORTH BOUND NORTHEAST NATIONAL ENVIRONMENTAL POLICY ACT NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL GEODETIC VERTICAL DATUM 1929 NATIONAL HIGHWAY SYSTEM NAIL IN PLACE NUMBER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOTICE TO PROCEED NOT TO SCALE NORTHWEST OFFSET ON CENTER OUTSIDE DIAMETER OVERHEAD OUTLET PROTECTION OVERHEAD TELEPHONE POINT OF CURVATURE POINT OF COMPOUND CURVATURE PEDESTRIAN PERMANENT PAGE PROFILE GRADE LINE POINT OF INTERSECTION PROPERTY LINE PROJECT MANAGER POINT POINT ON CURVE POINT ON TANGENT POINT OF REVERSE CURVE PROPOSED PRESSURE REDUCING VALVE POUNDS PER SQUARE FEET POUNDS PER SQUARE INCH POINT OF TANGENCY PLANNED UNIT DEVELOPMENT POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENCY PEAK DISCHARGE QA/QC QTY R R-R RAD RCP REF REQ REVEG RFTA ROW RP RSS RW SAC SAN SB SCF SD SOR SE SECT SF SHLDR SL SMH SOD ss SSD STA STBK SW SY SYM T TAN TBC TBLK TC TCE TCP TELE TEMP TP TRANS TRFLG TW TYP UCTV UE UG USACE USGS UT vc VCP VP VTC w W/ WB WL ws WQCD ws WWM x-s YD QUALITY ASSURANCE/QUALITY CONTROL QUANTITY RIGHT REMOVE AND REPLACE RADIUS REINFORCED CONCRETE PIPE REFERENCE REQUIRED REVEGETATE ROARING FORK TRANSIT AUTHORITY RIGHT OF WAY RADIUS POINT REINFORCED SOIL SLOPE RETAINING WALL STEEL ARCH CULVERT SANITARY SOUTH BOUND SEDIMENT CONTROL FENCE STORM DRAIN STANDARD DIMENSION RATIO SOUTHEAST SECTION SQUARE FEET SHOULDER SANITARY SEWER LINE SANITARY SEWER MANHOLE GRASS AREA SANITARY SEWER SERVICE STOPPING SIGHT DISTANCE STATION SETBACK SIDEWALK SQUARE YARDS SYMMETRICAL TREAD STAIRS TANGENT TOP BACK OF CURB THRUST BLOCK TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TRAFFIC CONTROL PLAN TELEPHONE TEMPORARY TOP OF PIPE TRANSITION TRAFFIC FLANGE OF FIRE HYDRANT TOP OF WALL TYPICAL UNDERGROUND CABLE TELEVISION LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE US ARMY CORPS OF ENGINEERS US GEOLOGICAL SURVEY UNDERGROUND TELEPHONE LINE VERTICAL CURVE VITRIFIED CLAY PIPE VALLEY PAN VEHICLE TRACKING CONTROL WIDE WITH WEST BOUND WATER LINE WATER SERVICE WATER QUALITY CONTROL DIVISION WATER SERVICE WELDED WIRE MESH CROSS SLOPE YARD I ” ” ” “” “” “” “” “” “” Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-Admin DC Da t e B y : C3 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o General Notes TH E R E S E R V E Title: :, CL ro ~ N TI • 1l a: I n N 0 N ;;;- N 0 N C: GENERAL REQUIREMENTS: 1. WORK SHALL MEET STANDARDS SET BY THE PROJECT'S JURISDICTIONS OF AUTHORITY. THIS INCLUDES BUT IS NOT LIMITED TO HOA STANDARDS, SPECIAL DISTRICT STANDARDS, CITY/TOWN STANDARDS, COUNTY STANDARDS, AND STATE STANDARDS. 2. THE CONTRACTOR AND SUBCONTRACTORS SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS, CURRENT APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES. 3. ALL WORK SHALL BE DONE TO THE HORIZONTAL AND VERTICAL INFORMATION SHOWN ON THE PLANS. NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 4. THE DESIGN IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. THIS INCLUDES BUT IS NOT LIMITED TO SITE CONDITIONS, FEATURES AND STRUCTURES, AND TOPOGRAPHICAL INFORMATION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. 5. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. 6. LIMITS OF CONSTRUCTION SHALL BE 5' BEYOND GRADING LIMITS, BASE OF FILL SLOPES OR TOP OF CUT SLOPES, AND 20' EITHER SIDE OF THE CENTERLINE OF UTILITY INSTALLATIONS, BUT NOT BEYOND FENCE LINE, EASEMENT OR RIGHT -OF-WAY. PROJECT LIMITS SHALL ALSO INCLUDE ANY DESIGNATED BORROW AREAS, EXCAVATION DISPOSAL AREAS AND MATERIAL OR TOPSOIL STOCKPILE AREAS. 7. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. 8. WORK INSIDE PUBLIC RIGHT-OF-WAY WILL REQUIRE APPROVAL FROM THE JURISDICTION OF AUTHORITY PRIOR TO CONSTRUCTION. USE OF PRIVATE PROPERTY FOR THE PROJECT OUTSIDE OF THE CONSTRUCTION LIMITS SHALL BE APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE ENGINEER PRIOR TO USAGE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFELY PERFORMING ALL WORK IN ACCORDANCE WITH APPLICABLE OSHA STANDARDS AND REGULATIONS. 1 0. THE ENGINEER AND OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 11. ALL PUBLIC AND PRIVATE UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS (OR AS REQUIRED BY UTILITY COMPANIES) PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. 12. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER AND THEIR ASSIGNED REPRESENTATIVE. THE OWNER AND THEIR ASSIGNED REPRESENTATIVE RESERVE THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE PLANS OR SPECIFICATIONS. 13. PROJECT ACCEPTANCE TESTING WILL BE PERFORMED BY THE OWNER. CONTRACTOR SHALL PROVIDE 48 HOUR MINIMUM NOTICE FOR REQUIRED TESTS. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE A SUFFICIENT NUMBER OF PRE-CONSTRUCTION PHOTOGRAPHS/VIDEOS TO RESOLVE ANY DISPUTES, WHICH MAY ARISE REGARDING THE CONDITIONS PRIOR TO AND SUBSEQUENT TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE PRE-CONSTRUCTION PHOTOGRAPHS/VIDEOS TO THE ENGINEER PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL IDENTIFY ANY APPARENT POTENTIAL PROBLEMS AT THAT TIME. 15. PROGRESS AND RECORD PHOTOGRAPHS/VIDEOS SHALL BE PROVIDED BY THE CONTRACTOR TO RESOLVE DISPUTES AND TO DOCUMENT THE WORK PERFORMED AS A SUPPLEMENT TO THE RECORD DRAWINGS. IN GENERAL, ANY PHOTOGRAPHS/VIDEOS SHOULD BE SUFFICIENT TO SHOW THAT ALL WORK WAS PROPERLY COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 16. GEOTECHNICAL SUBSOIL STUDIES PROVIDED BY RJ ENGINEERING & CONSULTING INC. DATED OCTOBER 13, 2023. 17. THE CONTRACTOR SHALL PERFORM EXCAVATION, BACKFILL AND OTHER EARTHWORK ACTIVITIES IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEOTECHNICAL SUBSOIL STUDY. 18. SUBMITTALS SHALL BE PROVIDED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL ITEMS HAVING DIMENSIONAL REQUIREMENTS. MATERIALS SUBMITTALS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. THE ENGINEER'S REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ACCURACY, PROPER FIT OR PROPER FUNCTIONING AND PERFORMANCE OF THE WORK. 19. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP AND LAYOUT DRAWINGS, PRODUCT DATA, SAMPLES, MATERIALS, MANUALS AND PLANS PRIOR TO SUBMITTING TO THE ENGINEER. APPROVAL BY THE CONTRACTOR INDICATES THAT THEY HAVE VERIFIED ALL MATERIALS AND FIELD MEASUREMENTS WITH THOSE SHOWN ON THE DRAWINGS. APPROVAL ALSO INDICATES THAT THE CONTRACTOR HAS COORDINATED INFORMATION CONTAINED IN THE SUBMITTAL WITH WORK REQUIREMENTS OF ALL TRADES AND WITH THE CONTRACT DOCUMENTS. 20. AT NO TIME SHALL MATERIALS BE SUBSTITUTED FOR THOSE SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER PRIOR TO RELATED CONSTRUCTION AT THE SITE. ANY DEVIATION FROM THE DRAWINGS AND SPECIFICATIONS SHALL BE ACCOMPANIED BY WRITTEN APPROVAL OF THE ENGINEER. 21. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY FACILITIES FOR THEIR OWN CONVENIENCE OR TO MEET LOCAL, STATE OR FEDERAL REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, POTABLE WATER, SANITARY WASTE FACILITIES, POWER, TELEPHONE, INTERNET, ETC. SANITARY FACILITIES SHALL BE LOCATED ON SITE AND SHALL BE FULLY OPERATIONAL BEFORE CONSTRUCTION CAN BEGIN. SANITARY FACILITIES SHALL BE FIRMLY SECURED AGAINST OVERTURNING AND SHALL BE PLACED AWAY FROM FLOW LINES OF STREETS, SWALES, RAIN GARDENS AND AWAY FROM INLETS. THE COST OF THESE FACILITIES WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 22. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAILY CLEANING OF THE JOB SITE DURING AND AFTER CONSTRUCTION. A CONTINUING EFFORT SHALL BE MADE THROUGH THE DURATION OF THE CONTRACT TO KEEP ALL AREAS CLEAN AND FREE OF ALL RUBBISH, REMOVED VEGETATION, CONSTRUCTION WASTE, EMPLOYEE WASTE, AND OTHER OBJECTIONABLE MATERIALS GENERATED FROM THE PROJECT. WEEDS SHALL BE REMOVED IN DISTURBED AREAS PRIOR TO THEIR PRODUCING SEED AND PRIOR TO FINISHED GRADING AND LANDSCAPING INSTALLATION. 23. FINAL CLEAN-UP MUST BE APPROVED AND ACCEPTED BY THE OWNER BEFORE THE CONTRACT MAY BE CONSIDERED COMPLETE. 24. THE CONTRACTOR SHALL MAINTAIN TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS-BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES. SURVEY NOTES: 1. SOURCE OF MAPPING: EXISTING FIELD CONDITIONS WERE GENERATED BY A SURVEY PERFORMED BY SGM, GLENWOOD SPRINGS, CO. DATED MAY 5, 2023. 2. THE DESIGN ELECTRONIC CAD FILE MAY BE PROVIDED TO THE CONTRACTOR FOR CONSTRUCTION STAKING. CONTRACTOR SHALL ACCEPT THE LIMITATIONS PROVIDED BY THE ENGINEER PRIOR TO USE OF THE ELECTRONIC CAD DATA. CONSTRUCTION SHOULD NOT COMMENCE UNTIL STAKING HAS BEEN APPROVED BY THE OWNER OR ENGINEER AND ANY DISCREPANCIES, INCONSISTENCIES, OR ERRORS ARE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. PROPERTY LINES, MONUMENTS, BENCHMARKS, SURVEY CONTROL, AND ADDITIONAL HISTORIC SURVEY INFORMATION CANNOT BE REMOVED FOR CONSTRUCTION. DISTURBED SURVEY ITEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE RESTORED BY A STATE OF COLORADO LICENSED LAND SURVEYOR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT ON THIS PROJECT. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN STAKING OF THE PROJECT FOR CONSTRUCTION. 5. LOCATIONS OF CLEANOUTS, LIGHTS, SIGNAGE, JUNCTION BOXES, AND OTHER SIGNIFICANT SITE FEATURES TO BE STAKED FOR ENGINEER AND OWNER APPROVAL PRIOR TO WORK. CLEANOUTS, JUNCTION BOXES, AND ADJACENT GRADES TO BE RAISED ONE-HALF INCH AT ASPHALT/CONCRETE (OR 1 AT LANDSCAPING) TO PROVIDE POSITIVE DRAINAGE AWAY FROM FEATURES. ACCESS AND PROTECTION REQUIREMENTS 1. PROPERTY OWNER ACCESS SHALL BE MAINTAINED AT ALL TIMES BY THE CONTRACTOR. 2. IF TRAFFIC CONTROL IS NECESSARY, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL BY THE JURISDICTION OF AUTHORITY OR ENGINEER. TRAFFIC CONTROL PLAN SHALL INCLUDE METHODS OF HANDLING TRAFFIC (MHT'S) APPLICABLE TO THE WORK. 3. ALL CONSTRUCTION TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN PEDESTRIAN AND ADA COMPLIANT ACCESS DURING CONSTRUCTION. 5. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY OUTSIDE OF APPROVED WORKING HOURS. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBLIC RIGHT-OF-WAY AT THE END OF EACH DAY'S WORK AND AT OTHER TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON. 6. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK NOT CALLED OUT FOR REMOVAL OR REPLACEMENT. 7. TREES AND VEGETATION SHALL BE PROTECTED WITH INSTALLATION OF CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS NEAR THE WORK ZONE. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES. TREES AND VEGETATION THAT ARE NOTED FOR PROTECTION AND DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S COST. 8. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL AFFECTED OR DAMAGED LANDSCAPING, INCLUDING IRRIGATION, WITH SIMILAR MATERIALS AND PLANTS. SOD SHALL BE USED TO REPLACE LAWN. 9. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE. 10. ALL EXISTING UTILITIES, EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION. TEMPORARY EROSION CONTROLS MEASURES 1. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES (A.K.A. BEST MANAGEMENT PRACTICES OR BMPs), TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL MEASURES. 2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE GRADING OR EXCAVATION ACTIVITIES. CONTRACTOR SHALL ALSO IMPLEMENT APPROPRIATE CONTROL MEASURES FOR PROTECTION OF WETLANDS, SENSITIVE HABITAT, AND EXISTING VEGETATION FROM GROUND DISTURBANCE AND OTHER POLLUTANT SOURCES BEFORE CONSTRUCTION BEGINS. 3. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE, INCLUDING ALL BMP'S, STORAGE CONTAINERS, AND CONSTRUCTION EQUIPMENT, AT LEAST EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT OR SNOW MELT THAT MAY CAUSE SURFACE EROSION. 4. THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ONSITE AND AVAILABLE FOR REVIEW. INSPECTION REPORTS MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE CONSTRUCTION STORMWATER PERMIT. 5. CONTROL MEASURES SHALL BE MAINTAINED, INCLUDING REMOVAL OF COLLECTED SEDIMENT WHEN SILT DEPTH IS 50 PERCENT OR MORE OF THE EFFECTIVE HEIGHT OF THE EROSION CONTROL DEVICE. DAMAGES RESULTING FROM FAILURE TO MAINTAIN CONTROL MEASURES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. THE STORMWATER MANAGEMENT PLAN SHALL BE UPDATED TO REFLECT NEW OR REVISED CONTROL MEASURES DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE CONSTRUCTION SITE. UPDATES MUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN CONTROL MEASURES. 7. VEHICLE TRACKING PADS SHALL BE USED AT ALL VEHICLE AND EQUIPMENT EXIT POINTS FROM THE SITE TO PREVENT SEDIMENT EXITING THE LIMITS OF CONSTRUCTION OF THE PROJECT SITE. WHENEVER SEDIMENT COLLECTS ON THE PAVED SURFACE, THE SURFACE SHALL BE CLEANED. STORM DRAIN INLET PROTECTION SHALL BE IN PLACE BEFORE SHOVELING, SWEEPING OR VACUUMING. SWEEPING SHALL BE COMPLETED WITH A PICKUP BROOM OR EQUIPMENT CAPABLE OF COLLECTING SEDIMENT. STREET WASHING WILL NOT BE ALLOWED. 8. ERODIBLE STOCKPILES (INCLUDING TOPSOIL) SHALL BE CONTAINED WITH ACCEPTABLE CONTROL MEASURES AT THE TOE OF THE STOCKPILE THROUGHOUT CONSTRUCTION. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH HAY OR STRAW MULCH WITH TACKIFIER, BONDED FIBER MATRIX, HYDRAULIC MULCH WITH TACKIFIER OR SPRAY-ON MULCH BLANKET. 9. PERMANENT STABILIZATION REQUIREMENTS SHALL BE COMPLETED WITHIN 4 DAYS OF PLACEMENT OF THE TOPSOIL. PERMANENT STABILIZATION IS THE COVERING OF DISTURBED AREAS WITH TOPSOIL, SEEDING, MULCHING WITH TACKIFIER AND SOIL RETENTION COVERINGS. 10. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENT PROTECTION TO CONTAIN POTENTIAL SPILLS. 11. A CONSTRUCTED CONCRETE WASHOUT OR PREFABRICATED CONCRETE WASHOUT STRUCTURE THAT WILL CONTAIN WASHOUT FROM CONCRETE PLACEMENT, CONSTRUCTION EQUIPMENT CLEANING OPERATIONS AND RESIDUE FROM CUTTING, CORING, GRINDING, AND HYDRODEMOLITION MUST BE PROVIDED AND MAINTAINED. 12. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION AND SEDIMENT CONTROL MEASURES. 13. DUST MITIGATION SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE AND WHEN REQUIRED. SWEEPING AND CLEANING STREETS AND SIDEWALKS DURING THE CONSTRUCTION WILL BE DIRECTED BY THE AFFECTED JURISDICTIONS AND PERFORMED AS NECESSARY BY THE CONTRACTOR. ASPHALT PAVING 1. A TACK COAT OF EMULSIFIED ASPHALT (SLOW-SETTING) SHALL BE APPLIED AT THE FOLLOWING LOCATIONS: 1.1. BEFORE PLACING NEW PAVEMENT OVER EXISTING PAVEMENT 1.2. ALONG THE FACE OF ALL EXISTING PAVEMENT, AND ALL SURFACES AGAINST WHICH ASPHALT IS TO BE PLACED BETWEEN PAVEMENT COURSES 1.3. PREPARED BASE COURSES SHALL BE TACK COATED AT CONTRACTOR'S EXPENSE IF THE SURFACE HAS DETERIORATED DUE TO TRAFFIC, WEATHER OR TIME LAPSE BETWEEN SURFACE PREPARATION AND PLACEMENT OF BITUMINOUS MATERIALS, AS DIRECTED BY THE ENGINEER. 2. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT (SLOW-SETTING) AND 1 PART WATER. APPLICATION RATE SHALL BE 0.1 GALS/SO.YD. 3. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE SURFACES TO BE TACK COATED. SURFACES SHALL BE APPROVED BY ENGINEER PRIOR TO TACK COATING. CLEANING WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 4. THE FOLLOWING SHALL BE USED WITH EACH BITUMINOUS PAVER: 4.1.A SKI-TYPE DEVICE AT LEAST 30 FEET IN LENGTH. 4.2.SHORT SKI OR SHOE. 5. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED TO THE FULL AVAILABLE WIDTH WITHIN EACH PHASE OF CONSTRUCTION BEFORE THE SUCCEEDING LAYER IS PLACED. 6. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT VERTICAL LINE USING A PAVEMENT-CUTTING SAW AND MILLED TO A DEPTH OF 2 OVER 24 WIDE, OR OTHER METHOD AS APPROVED BY THE ENGINEER. VERTICAL EDGES SHALL NOT REMAIN OVERNIGHT. THE WORK WILL NOT BE MEASURED AND PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. CONCRETE CONSTRUCTION 1. CONCRETE FOR SIDEWALKS, DRIVEWAYS, CURBS AND GUTTERS SHALL BE COOT CLASS B OR D. APPROVED MACRO-FIBER REINFORCEMENT MAY BE REQUIRED AS DIRECTED BY THE ENGINEER. 2. OWNER TO APPROVE ALL CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE. EXPANSION JOINT MATERIAL SHALL BE 1 /2 IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE. 4. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT REQUIRED GRADES FROM BEING ACHIEVED. 5. ALL RAMPS, STAIRS, EDGE PROTECTION, AND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL CONFORM TO THE CDOT M-STANDARDS (SEE DETAIL M-608-1, ETC). ACCESSIBLE FEATURES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED TO CONFORM TO THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 6. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN IN THE PLANS MAY BE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY OTHERS. AT CRITICAL AREAS AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPES NOT IN CONFORMANCE WITH THE JURISDICTIONAL STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES. 7. A SINGLE WATER-SOLUBLE SULFATE CONCENTRATION O F0.02 PERCENT WAS MEASURED IN B-14 FROM CHEN, 1991 REPORT. THE CONCENTRATION OF WATER -SOLUBLE SULFATES ARE CONSIDERED NEGLIGIBLE.LOW (CLASS 0 EXPOSURE) DEGREE OF SULFATE ATTACK FOR CONCRETE EXPOSED TO THESE MATERIALS. DUE TO THE NEGLIGIBLE/LOW DEGREE, WE ANTICIPATE NO SPECIAL REQUIREMENTS FOR CONCRETE ARE NECESSARY FOR THIS SITE. A LOT-BY-LOT SPECIFIC WATER-SOLUBLE SULFATE CONCENTRATION SHOULD BE PERFORMED. BIKE PATH (RECYCLED ASPHALT PAVEMENT (RAP)) 1. EXISTING BIKE PATH TO BE RECONSTRUCTED IN PLACE BY PULVERIZING EXISTING ASPHALT AND MIXING WITH 2"-3" OF UNDERLYING CLASS 6 AGGREGATE USING BO-MAG OR SIMILAR EQUIPMENT TO PRODUCE A REUSABLE GRANULAR MATERIAL (RAP). 2. CONTRACTOR TO REDISTRIBUTE, LEVEL AND COMPACT (RAP) ACROSS 10' PATH WIDTH TO FORM STABLE, SMOOTH RIDING SURFACE GENERALLY MATCHING EXISTING GRADE. EARTHWORK 1. TOPSOIL IS TO BE STRIPPED PRIOR TO COMMENCING ROUGH GRADING. STRIPPED TOPSOIL GENERATED ONSITE IS TO BE STOCKPILED AND USED FOR RE-VEGETATION. 2. ANY OPEN EXCAVATION LEFT UNATTENDED SHALL BE BARRICADED OR FENCED OFF BY THE CONTRACTOR. 3. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK. 4. IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF GROUNDWATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS OR EROSION ON ABUTTING PROPERTIES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MEETING REQUIREMENTS OF CDPHE WATER QUALITY CONTROL DIVISION DEWATERING PERMIT FOR ANY DEWATERING DISCHARGES. 5. ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY THE GEOTECHNICAL, CIVIL AND STRUCTURAL ENGINEERS, AS APPLICABLE. MATERIAL SHALL BE SCREENED, PLACED IN LIFTS AND COMPACTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. 6. THE CONTRACTOR SHALL CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A. 7. ANY MATERIAL NOT SUITABLE FOR EMBANKMENT OR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AS PART OF THE WORK. 8. PLACEMENT OF AGGREGATE BASE COURSE OR PAVING SHALL NOT BEGIN UNTIL THE ENGINEER HAS APPROVED THE SUBGRADE. EXISTING SUBGRADE MATERIAL SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES, MOISTURE CONDITIONED AND RECOMPACTED. THE SUBGRADE SHALL BE PROOF ROLLED AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY SUBSEQUENT STRUCTURAL LAYERS. AREAS THAT DEFORM UNDER HEAVY WHEEL LOADS AS DETERMINED BY THE ENGINEER ARE NOT STABLE AND SHALL BE REMOVED AND REPLACED TO ACHIEVE A STABLE SUBGRADE. THE ENGINEER SHALL APPROVE THE TYPE AND WEIGHT OF THE VEHICLE TO BE USED FOR THE PROOF ROLL. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY FOR THE PROOF ROLL. PROOF ROLLING WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. WATER FOR COMPACTION WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 9. MOISTURE DENSITY CONTROL WILL BE REQUIRED FOR FULL DEPTH OF EMBANKMENTS AND AGGREGATE BASE COURSE IN PAVED AREAS. 10. ENSURE THAT DRAINAGE IS AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS A MINIMUM OF 6 INCHES IN THE FIRST 1 o· OR 3 INCHES IN THE FIRST 1 o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~co Q) ..... :t::: co :::] 0 cn_t) C)icn E ... C) 0 ..... C: Cl) en.;:: ~ ..r:::. C.."¢ u )(C/) 8-7 cn-o ..--E c.o 1ii g in c, Q) 3: s;t CJ) sc::~;· 00 Q) 0 ..... "' ...... .....~ (J') ~ N n I ³ ” ” Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-Admin DC Da t e B y : C4 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Utility Notes TH E R E S E R V E Title: :, CL ro ~ N TI • 1l a: I n N 0 N ;;;- N 0 N C: GENERAL PROPOSED UTILITY NOTES: THE CONTRACTOR SHALL ENSURE PIPES ARE FREE OF GRAVEL AND DEBRIS PRIOR TO BEING INSTALLED IN THE TRENCH. IF THE PIPE IS DIRTY, HAS GRAVEL OR DEBRIS INSIDE, OR HAS SAT UNUSED FOR A LONG PERIOD OF TIME, THE PIPE WILL REQUIRE CLEANING PRIOR TO INSTALLATION. 1. FOLLOW ALL COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPHE) REGULATIONS FOR WATER AND SEWER LINE CROSSINGS. 2. REFER TO EACH SPECIFIC MUNICIPALITY'S, SPECIAL DISTRICT, OR RESPECTIVE UTILITY OWNER'S STANDARDS AND SPECIFICATIONS FOR APPROVED MATERIALS AND EQUIPMENT AS WELL AS OTHER REQUIREMENTS THAT MAY NOT BE INCLUDED IN THESE NOTES. 3. ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH RESPECTIVE UTILITY COMPANY REQUIREMENTS. REFER TO THE UTILITY OWNER CONTACT TABLE FOR KNOWN UTILITY OWNERS WITHIN THE AREA. 4. PROVIDE CONDUIT SIZE AND TYPE PER RESPECTIVE UTILITY COMPANY REQUIREMENTS. 5. PROVIDE CONDUIT STUB A MINIMUM OF 6-INCHES ABOVE FINAL GRADE AT LOCATIONS DESIGNATED FOR PEDESTAL INSTALLATION AND CAP. 6. PROVIDE PULL STRING IN EACH DRY UTILITY CONDUIT. 7. TRANSITION CONDUIT FROM TYPICAL UTILITY TRENCH SPACING TO PROVIDE SEPARATION FROM VERTICAL APPURTENANCES OF DEEPER UTILITIES. 8. UNLESS OTHERWISE SPECIFIED, GAS UTILITY OWNER WILL INSTALL ALL NON-SERVICE LINE GAS PIPING. 9. GAS PIPING SHALL BE BEDDED AND BACK-FILLED THE SAME DAY AS INSTALLED. 1D. COMMUNICATIONS COMPANY PROVIDER WILL PROVIDE ANY REQUIRED VAULTS AND PEDESTALS. 11. CONTRACTOR TO INSTALL CONDUIT WITH BEDDING PER UTILITY OWNER SPECIFICATIONS; IF UTILITY COMPANY FAILS TO PROVIDE REQUIREMENTS, BED CONDUIT WITH 3/4-INCH MINUS MATERIAL, 4-INCHES BELOW TO 4-INCHES ABOVE CONDUIT. 12. CONDUIT PULL BOXES WILL BE REQUIRED AS SHOWN ON THE PLANS. IF PULL BOXES ARE NOT SHOWN ON PLANS, PROVIDE THEM AT ALL MAJOR ALIGNMENT/DIRECTION CHANGES AND NO GREATER THAN 300-FEET BETWEEN EACH LOCATION. SANITARY SEWER: 1. REFER TO THE STANDARDS AND SPECIFICATIONS FOR THE RFWSD FOR THE FULL REQUIREMENTS FOR SANITARY MAINS. 2. SANITARY MAINS SHALL BE INSTALLED WITH A STRAIGHT ALIGNMENT FROM MANHOLE TO MANHOLE UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE PLANS. 3. THE PLAN VIEW STATIONING IS FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR STRUCTURES. THE LABELED PROFILE DISTANCE AND SLOPE REPRESENTS PIPE LENGTH FROM INVERT OUT TO INVERT IN OF THE PIPE SEGMENTS BETWEEN MANHOLES OR STRUCTURES. 4. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SANITARY SEWER MAINS AND SERVICES (MEASURED OUTSIDE OF PIPE TO OUTSIDE OF PIPE). MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATER CROSSINGS (MEASURED OUTSIDE OF PIPE TO OUTSIDE OF PIPE). 5. SANITARY SEWER MAINS SHALL CONFORM TO ASTM D 3034 AND BE GASKETED SDR 26 PVC OR THICKER WITH RESTRAINED JOINTING. YELOMINE ASTM D2241 CERTA-LOK RJIB PVC PRESSURE PIPE. 6. MANHOLES SHALL BE SIZED AS SHOWN ON THE PLANS, AND NO SMALLER THAN 48 IN DIAMETER. 7. MANHOLE GRADE ADJUSTMENT RINGS SHALL BE USED TO BRING THE MANHOLE COVER TO THE CORRECT ELEVATION. RINGS SHALL BE FURNISHED IN HEIGHTS TO ALLOW FOR TWO-INCH ADJUSTMENTS. RINGS SHALL BE GROUTED IN PLACE. 8. IN PAVED AREAS: MANHOLE FRAMES AND LIDS SHALL BE INSTALLED TO MATCH THE SLOPE OF THE PAVED AREAS BY SHIMMING THE GRADE RINGS WITH MORTAR. A TWO-INCH ADJUSTING RING IS REQUIRED BETWEEN THE GRAME AND LID IN ALL PAVED AREAS. LID SHALL BE SET FROM 1/4 INCH TO 1/2 INCH BELOW THE PAVEMENT SURFACE. 9. IN GRAVEL AREAS: MANHOLE FRAMES AND LIDS SHALL BE INSTALLED PLUMB AND LEVEL, SET 2 TO 4 INCHES BELOW THE GRAVEL SURFACE. 10. SERVICE CONNECTIONS TO NEW MAINS SHALL BE MADE WITH FULL-BODIED WYES THAT MEET THE SAME SPECIFICATIONS AS THE SANITARY SEWER MAIN. 11. THE MINIMUM SLOPE FOR A NEW SANITARY SERVICE LINE SHALL BE 2%. 12. SEWER CLEANOUT STRUCTURES SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE DRAWINGS. IF NOT SHOWN ON DRAWINGS, CLEAN OUTS SHALL BE INSTALLED IN INTERVALS NOT TO EXCEED 100 FT IN STRAIGHT RUNS AND AT EACH CHANGE IN DIRECTION OF 45 DEGREES OR GREATER. TRACER WIRE: TRACER WIRE SPECIFICATIONS 1. PER COLORADO LAW, ALL NEW UNDERGROUND FACILITIES (UTILITIES), INCLUDING LATERALS OR SERVICES UP TO THE BUILDING BEING SERVED, SHALL BE ELECTRONICALLY LOCATABLE WHEN INSTALLED. ALL NON-ENERGIZED UTILITIES SHALL HAVE TRACER WIRE PROPERLY INSTALLED WITH THE UTILITY. (UNLESS THE UTILITY IS METALLIC AND SPECIFICALLY DESIGNED TO BE LOCATED THROUGH THE PIPE MATERIAL.) 2. TRACER WIRE 2.1. OPEN TRENCH INSTALLATIONS -TRACER WIRE SHALL BE #12 AWG COPPER CLAD STEEL, HIGH STRENGTH WITH MINIMUM 450 LB. BREAK LOAD, OR SOLID CU, AND WITH MINIMUM 30 MIL HOPE INSULATION THICKNESS. 3. CONNECTORS 3.1. ALL MAINLINE TRACER WIRES MUST BE INTERCONNECTED IN INTERSECTIONS, AT MAINLINE TEES AND MAINLINE CROSSES. AT TEES, THE THREE WIRES SHALL BE JOINED USING A SINGLE 3-WAY LOCKABLE CONNECTOR (SNAKEBITETM OR APPROVED EQUAL). AT CROSSES, THE FOUR WIRES SHALL BE JOINED USING A 4-WAY CONNECTOR. USE OF TWO 3-WAY CONNECTORS WITH A SHORT JUMPER WIRE BETWEEN THEM IS AN ACCEPTABLE ALTERNATIVE. 4. TERMINATION/ACCESS 4.1. ALL TRACER WIRE TERMINATION POINTS MUST UTILIZE AN APPROVED TRACER WIRE ACCESS BOX (ABOVE GROUND ACCESS BOX OR GRADE LEVEL/IN-GROUND ACCESS BOX AS APPLICABLE), SPECIFICALLY MANUFACTURED FOR THIS PURPOSE. ALTERNATIVELY, TRACER WIRE MAY DAYLIGHT ON A RISER WITH SNAKESKIN OR EQUAL. 4.2. A MINIMUM OF 2-FEET OF EXCESS/SLACK WIRE IS REQUIRED IN ALL TRACER WIRE ACCESS BOXES AFTER MEETING FINAL ELEVATION. 4.3. LONG-RUNS, IN EXCESS OF 500 LINEAR FEET -TRACER WIRE ACCESS MUST BE PROVIDED UTILIZING AN APPROVED GRADE LEVEL/IN-GROUND TRACER WIRE ACCESS BOX, OR ON A RISER. 5. GROUNDING 5.1. TRACER WIRE MUST BE PROPERLY GROUNDED AT ALL DEAD ENDS/STUBS. 5.2. GROUNDING OF TRACER WIRE SHALL BE ACHIEVED BY USE OF A DRIVE-IN MAGNESIUM GROUND ROD WITH A MINIMUM OF 20FT OF #12 RED HOPE INSULATED COPPER CLAD STEEL WIRE CONNECTED TO ANODE (MINIMUM 1.5 LB.) SPECIFICALLY MANUFACTURED FOR THIS PURPOSE AND BURIED AT THE SAME ELEVATION AS THE UTILITY. 5.3. WHEN GROUNDING THE TRACER WIRE AT DEAD ENDS/STUBS, THE GROUND ROD SHALL BE INSTALLED IN A DIRECTION 180 DEGREES OPPOSITE OF THE TRACER WIRE, AT THE MAXIMUM POSSIBLE DISTANCE. 6. INSTALLATION 6.1. TRACER WIRE SYSTEMS MUST BE INSTALLED AS A SINGLE CONTINUOUS WIRE, EXCEPT WHERE USING APPROVED CONNECTORS. NO LOOPING OR COILING OF WIRE IS ALLOWED. 6.2. ANY DAMAGE OCCURRING DURING INSTALLATION OF THE TRACER WIRE MUST BE IMMEDIATELY REPAIRED BY REMOVING THE DAMAGED WIRE AND INSTALLING A NEW SECTION OF WIRE WITH APPROVED CONNECTORS. TAPING AND/OR SPRAY COATING SHALL NOT BE ALLOWED. 6.3. TRACER WIRE SHALL BE INSTALLED AT THE TOP OF THE PIPE AND SECURED (TAPED/TIED) AT 5' INTERVALS STORM SEWER SEWER: 1. REFER TO THE STANDARDS AND SPECIFICATIONS FOR THE RFWSD FOR THE FULL REQUIREMENTS FOR STORM SEWER MAINS. 2. ALL PIPING SHALL BE ADS N-12 HOPE PIPE, UNLESS OTHERWISE SPECIFIED. 3. ALL MANHOLES SHALL BE 4' DIAMETER PRECAST CONCRETE. HAVE AN ECCENTRIC CONE UNLESS OTHERWISE SPECIFIED. 4. THE PLAN VIEW STATIONING IS FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR STRUCTURES. THE LABELED PROFILE DISTANCE AND SLOPE REPRESENTS PIPE LENGTH FROM INVERT OUT TO INVERT IN OF THE PIPE SEGMENTS BETWEEN MANHOLES OR STRUCTURES. WATER DISTRIBUTION: 1. THIS PROJECT IS WITHIN RFWSD AND ALL WATER COMPONENTS SHALL CONFORM TO THE LATEST RFWSD STANDARDS AND SPECIFICATIONS. ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THESE PLANS AND THE LATEST RFWSD UTILITY DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION AND RESOLUTION. 2. ALL WETTED COMPONENTS OR THOSE POTENTIALLY TO BE IN CONTACT WITH POTABLE WATER UNDER TYPICAL OPERATING CONDITIONS RELATED TO THE WATERLINE INSTALLATION (PIPE, FITTINGS, VALVES, COATINGS, AND OTHER APPURTENANCES) SHALL BE NSF 61 CERTIFIED (FULLY RESTRAINED ALL JOINTS). 3. WATER MAINS SHALL BE CL-52 DIP. PIPE AND FITTINGS SHALL BE MECHANICAL JOINT TYPE WITH EBM IRON MEGALUG-TYPE JOINT RESTRAINTS ORA OTHER FULLY RESTRAINED SYSTEM PER RFWSD. 4. DUCTILE IRON PIPE MANUFACTURER REFERENCE USED FOR DESIGN ALLOWS FOR CURVATURE OF THE PIPE FOR WATER MAIN UTILIZING A MINIMUM RADIUS OF 230-FEET BY UTILIZING PIPE DEFLECTION OF 5-DEGREES AT EACH JOINT. CONTRACTOR TO PROVIDE SUBMITTAL FOR PIPE THAT ALLOWS THIS AMOUNT OF DEFLECTION AT THE PIPE JOINTS. DESIGN UTILIZES 1 /2 ALLOWABLE DEFLECTION OR R 460' OR 2.5" PER JOINT. 5. NO PIPE DEFLECTION AT THE JOINTS OR ALONG THE BARREL WAS UTILIZED FOR THE DESIGN, THEREFORE NO DEFLECTION SHALL BE ALLOWED DURING THE INSTALLATION WITHOUT PRIOR APPROVAL FROM THE ENGINEER. 6. ALL FITTINGS (BENDS, CROSSES, PLUGS, VALVES AND TEES) SHALL HAVE BOTH CONCRETE THRUST BLOCK (AKA CONCRETE REACTION BLOCK) AND EBM IRON MEGALUGS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SHOWN ON THE DETAIL SHEETS. 7. ALL FITTINGS (BENDS, CROSSES, PLUGS, VALVES AND TEES) SHALL BE WRAPPED WITH POLYETHYLENE, SEE RELEVANT DETAIL. 8. PLEASE NOTE THAT VERTICAL BENDS OR FITTINGS HAVE DIFFERENT RESTRAINT REQUIREMENTS THAN HORIZONTAL BENDS AND FITTINGS, SEE VERTICAL RESTRAINT DETAIL. NO NEW OR ADDITIONAL VERTICAL BENDS OR FITTINGS SHALL BE ADDED WITHOUT THE APPROVAL OF THE ENGINEER. 9. ALL JOINTS MUST BE RESTRAINED WITH A JOINT RESTRAINT HARNESS WITHIN THE LENGTH FROM FITTINGS AS SPECIFIED IN THE TABLE ON THE JOINT RESTRAINT DETAIL. ANY CHANGES TO THE DESIGN MAY REQUIRE RE-CHECKING THE JOINT RESTRAINT TABLE. 10. WHEN REQUIRED TO ABANDON WATER VALVE REMOVE TOP SECTION OF VALVE BOX, BACKFILL ENTIRE CAVITY AND COMPACT TO 95% AND PATCH SURFACE ACCORDING TO JURISDICTION'S REQUIREMENTS. 11. ALL ABANDONED PORTIONS OF THE SYSTEM MAINLINES SHALL BE PHYSICALLY CUT AND CAPPED WITH 2-LINEAR-FEET OF NON-SHRINK GROUT AT THE NEAREST CONVENIENT LOCATION TO THE NEW SYSTEM OR AS RFWSD PERSONNEL DIRECT. EXISTING FIRE HYDRANTS SHALL BE ABANDONED AND REMOVED FROM THE SITE AFTER NEW HYDRANTS ARE PUT INTO SERVICE. LATERAL HYDRANT PIPE TO BE CUT, CAPPED, AND GROUTED. CUTTING AND GROUTING OF ABANDONED WATERLINES WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN WORK. 12. IT IS THE INTENT OF THESE PLANS TO MINIMIZE OR ELIMINATE SERVICE DISRUPTION AS MUCH AS POSSIBLE. CONTRACTOR SHALL MAINTAIN WATER SERVICE THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE SERVICE INTERRUPTIONS WITH THE RFWSD AND UNLESS DOCUMENTED RESPONSIBILITY IS TRANSFERRED TO RFWSD, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AFFECTED RESIDENCES 48 HOURS PRIOR TO DISRUPTION. 13. INSTALLED SYSTEM COMPONENTS SHALL NOT BE CONSIDERED COMPLETED UNTIL NEW MAINS ARE TESTED AND ACCEPTED BY THE RFWSD. 14. TRACER WIRE IS REQUIRED ON ALL WATER MAINS AND SERVICE LINES. PER STATE LAW, ON ALL NEW UNDERGROUND INSTALLATIONS, TRACER WIRE SHALL BE INSTALLED UP TO THE BUILDING BEING SERVED, OR THE END/TIE-IN OF THE NEW LINE TO EXISTING. TRACER WIRE SHALL BE AT MINIMUM #10 SOLID COPPER WIRE COATED WITH 45-MIL POLYETHYLENE. 15. TRACER WIRE TEST STATIONS (MODEL GLENN 4) SHALL BE REQUIRED AT ALL FIRE HYDRANTS, AND AS OTHERWISE SPECIFIED ON THE PLANS. CONNECTION POINTS AT VALVES SHALL BE INSTALLED VIA A SMALL HOLE DRILLED IN THE TOP OF THE VALVE BOX. 16. WARNING TAPE: ABOVE ALL WATER MAINS INSTALL A 6-INCH WIDE DETECTABLE ALUMINUM FOIL PLASTIC BACKED TAPE INDICATING A BURIED WATER LINE AND PLACE 18-INCHES BELOW THE SURFACE. THE TAPE MUST BE BLUE IN COLOR AND BE MADE BY THORTEC OR APPROVED EQUAL WARNING TAPE SHALL BE INSTALLED ABOVE ALL NEW SERVICES AS WELL. 17. ALL WATER MAINS SHALL BE INSTALLED WITH A 5.5 FOOT MINIMUM DEPTH OF COVER AND A 10-FOOT MAXIMUM DEPTH OF COVER PER RFWSD. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES OR OTHER OBSTRUCTIONS, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THE MINIMUM AND MAXIMUM DEPTHS OF COVER IS MAINTAINED. CONTACT ENGINEER FOR ANY GRADE CHANGES DEVIATING FROM THE PLAN MORE THAN 12-INCHES OR IF THE MINIMUM OR MAXIMUM COVER DEPTHS CAN NOT BE ACHIEVED. 18. ALL CONFLICTS WITH UTILITIES HAVE BEEN SHOWN TO THE BEST AVAILABLE INFORMATION ON THE PLANS. ON CONFLICTS WITH SEWER, 1.5-FOOT MINIMUM SEPARATION SHOULD BE MAINTAINED. AT ALL CROSSINGS 19. A FULL STICK OF WATER MAIN PIPE SHALL BE CENTERED AT THE CROSSING. IT IS PREFERRED FOR THE WATER TO GO ABOVE THE SEWER. INSTANCES WHERE THE DESIGN CAN NOT ACHIEVE 1.5-FEET OF SEPARATION, THE NEAREST JOINTS OF THE WATERLINE SHALL BE ENCASED IN CONCRETE. SEE DETAILS. WATER VALVES AND APPURTENANCES: 1. GATE VALVES SHALL BE USED FOR VALVES 3-INCH THROUGH 12-INCH IN SIZE. THEY SHALL BE RATED FOR 250-PSI WORKING PRESSURE, 2-INCH NUT, RESILIENT SEAT, EPOXY COATED, MECHANICAL JOINT OR FLANGED, AS REQUIRED, NON-RISING VALVE STEM, OPEN LEFT, COUNTER-CLOCKWISE AND SHALL CONFORM TO AWWA C-509. 2. COMBINATION AIR VALVE: ALL COMBINATION AIR AND VACUUM RELEASE VALVES SHALL BE IN ACCORDANCE WITH AWWA C512 AND SHOP ASSEMBLED AND SHIPPED AS A COMPLETE UNIT READY FOR FIELD INSTALLATION. 3. VALVE BOXES AND EXTENSIONS: VALVE BOXES AND ALL VALVE BOX COMPONENTS INCLUDING LIDS AND RISERS SHALL BE TYLER PIPE OR EAST JORDAN IRON WORKS (EJIW). FOR VALVES LESS THAN 14-INCH THE BOXES SHALL BE SCREW TYPE 668S FOR SERIES 8550 AND FOR VALVES 14-INCH OR LARGER THE BOXES SHALL BE SCREW TYPE 668S FOR SERIES 8560. DUE TO CASTING DIFFERENCES, ALL PARTS MAY NOT BE INTERCHANGEABLE BETWEEN TYLER AND EJIW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING COMPLIANCE BETWEEN ALL PARTS. HYDRANTS AND APPURTENANCES: 1. HYDRANTS: PER AWWA C 502; WITH 6-INCH MECHANICAL JOINT PIPE CONNECTION AUTOMATIC DRAIN FEATURE (DRIP VALVE), OPEN LEFT, 1-1/2 INCH PENTAGONAL OPERATING NUT, TWO 2-1/2 INCH NATIONAL STANDARD (NST) THREAD HOSE NOZZLES, AND A 4-1/2 INCH NST THREAD STEAMER NOZZLE, RED IN COLOR, WITH BURY DEPTH MATCHING MINIMUM COVER FOR MAIN LINE OR OTHER LENGTH IF PIPE IS NOT TYPICAL MINIMUM BURY. 2. ALL HYDRANTS SHALL HAVE MARKERS ATTACHED TO THE BACK OF HYDRANT ON THE FIRST FLANGE IMMEDIATELY ABOVE THE BURY LINE. WATER SERVICES (2-INCH AND LESS): 1. SERVICE LINES GREATER THAN 2-INCH SHALL BE CONSIDERED MAIN LINES FOR PURPOSES OF REQUIREMENTS AND SPECIFICATIONS. 2. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER OR PURE-CORE HOPE. 3. TAPPING SADDLES SHALL BE DOUBLE STRAP AND COMPATIBLE WITH THE PIPE MATERIAL OF THE MAIN LINE. 4. WATER SERVICE LINES SHALL BE INSTALLED WITH THE SAME MINIMUM COVER REQUIREMENT AS WATER MAINS. 5. ALL NEW WATER SERVICE LINES SHALL HAVE TRACER WIRE INSTALLED UP TO THE EDGE OF THE BUILDING BEING SERVED OR UNTIL THE END OF THE NEW LINE'S INSTALLATION. TRACER WIRE SHALL BE TERMINATED WITH AN APPROVED ACCESS POINT. 6. ALL NEW WATER SERVICES SHALL HAVE CORP STOPS INSTALLED WITH THE TAPPING SADDLE. 7. CURB STOPS SHALL BE INSTALLED APPROXIMATELY 12 INCHES FROM THE PROPERTY LINE WITHIN THE RIGHT-OF-WAY AND OUTSIDE OF HARDSCAPED AREAS WHERE POSSIBLE. 8. ALL KNOWN SERVICES WHICH TIE INTO THE EXISTING MAIN ARE SHOWN. ANY SERVICE WHICH IS NOT SHOWN BUT TIES INTO MAIN SHALL BE REPLACED AND TIED INTO NEW MAIN. MINIMUM SEPARATION FROM POLLUTION SOURCES: 1. PER CDPHE DESIGN CRITERIA, WATER MAINS SHALL BE SEPARATED FROM POLLUTION SOURCES.PARRALLEL INSTALLATION OF SEWER MAINS WITH POTABLE, RECLAIM, AND IRRIGATION WATER SHALL BE ACCOMPLISHED IN A FASHION TO PRECLUDE CONTAMINATION OF THE WATER FACILITIES. 2. WATER MAINS SHALL BE LOCATED NO LESS THAN 10 FEET HORIZONTALLY AND 1.5 FEET VERTICALLY (ABOVE) FROM SEWER LINES. 3. SEWER MAINS SHALL BE LOCATED NO LESS THAN 4 FEET HORIZONTALLY FROM AND 1.5 FEET VERTICALLY (BELOW) RECLAIM/IRRIGATION WATER LINES. 4. IF THE SEWER MAIN CROSSES UNDER THE WATER MAIN BUT LESS THAN 1.5-FEET OF CLEAR SPACE WILL EXIST, THE SEWER MAIN SHALL BE INSTALLED IN A CASING PIPE EXTENDING NO LESS THAN 9 FEET ON EACH SIDE OF THE WATER MAIN CENTERLINE. THE CASING PIPE SHALL BE OF WATERTIGHT MATERIAL WITH NO JOINTS. THE CASING PIPE MATERIAL MAY BE STEEL, DUCTILE IRON, OR PVC WITH SUITABLE CARRIER PIPE SUPPORTS AND CASING PIPE END SEALS. 5. ALL CROSSINGS SHALL HAVE A FULL-LENGTH STICK (20 FEET) OF THE NEW PIPE CENTERED AT THE CROSSING. 6. ANY DEVIATIONS FROM THE ABOVE REQUIREMENTS MUST BE PROVIDED IN WRITING FROM THE RFWSD STAFF. DISINFECTING. FLUSHING AND TESTING: 1. PERMANENT CONNECTIONS TO THE EXISTING SYSTEM SHALL NOT BE MADE UNTIL AUTHORIZED BY THE RFWSD UTILITY DEPARTMENT. LOOPED PIPELINES SHALL BE CONNECTED ONLY AT ONE END PRIOR TO COMPLETION AND APPROVAL OF THE DISINFECTION TESTS. PERMANENT CONNECTIONS MUST BE CLEANED AND DISINFECTED PER THE CURRENT REVISION OF AWWA C651. 2. THE ENGINEER MUST BE ON SITE TO OBSERVE THE INSTALLATION OF ALL PERMANENT CONNECTIONS. 3. CONTRACTOR TO INSTALL SAMPLING POINTS, AIR-BLEEDING POINTS, AND TEMPORARY THRUST SUPPORT AS NEEDED TO TEST AND DISINFECT SYSTEM. THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WATERLINE ITEM. 4. DISINFECT THE WORK IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OF THE CURRENT REVISION OF AWWA C651. IF CALCIUM HYPOCHLORITE TABLETS ARE USED THEY MUST BE ATTACHED TO THE TOP OF THE INSIDE OF THE PIPE WITH AN NSF 61 APPROVED ADHESIVE. DO NOT USE EXCESSIVE CHLORINE. CHLORINE IN EXCESS OF 50 MG/L AFTER 24 HOURS MAY BE GROUNDS FOR REJECTION OF THE WATER SYSTEM. FILLING OF THE WATER MAIN SHALL BE ACCOMPLISHED AT A WATER VELOCITY LESS THAN ONE FOOT/SECOND. AFTER 24 HOURS, THE ENGINEER SHALL TEST THE CHLORINE RESIDUAL. IF A MINIMUM RESIDUAL OF 10 MG/L IS NOT MET, THE DISINFECTING PROCEDURE SHALL BE REPEATED. 5. PRESSURE TESTING: AFTER CONCRETE THRUST BLOCKS HAVE CURED FOR A MINIMUM OF 48 HOURS, ALL NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSI. TRENCHING AND BACKFILL: 1. THE MAXIMUM AMOUNT OF TRENCH OPEN AT ONE TIME SHALL BE LIMITED TO 300-FEET OR SUCH LENGTH AS THE ENGINEER CONSIDERS REASONABLE AND NECESSARY. NO TRENCH SHALL BE LEFT OPEN OVERNIGHT UNLESS SPECIFIED OTHERWISE IN THE SPECIAL PROVISIONS 2. ALL EXISTING UTILITY LINES AND WATERCOURSES ENCOUNTERED SHALL BE MAINTAINED AND PROVIDED FOR BY THE CONTRACTOR WITHOUT DAMAGE OR NUISANCE TO OTHER PARTIES. SHORING, BRACING, SHEETING, OTHER TRENCH SUPPORT METHODS, AND TRENCH BOXES SHALL BE USED WHEN NECESSARY TO PROTECT THE WORK, PROPERTY AND PERSONS. THE PROVISION, APPROPRIATENESS AND ADEQUACY OF ALL SUCH DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. USE OF NATIVE MATERIAL FOR BEDDING AND SHADING IS NOT ALLOWED. BEDDING MATERIAL SHALL BE IMPORTED 3/4-INCH MINUS, CLASS 6 A.B.C. OR OTHER MATERIAL AS APPROVED BY RFWSD AND ENGINEER. 4. BACKFILL MAY BE NATIVE MATERIAL IF THE MATERIAL MEETS THE COMPACTION AND DENSITY REQUIREMENTS. 5. COMPACTION AND DENSITY REQUIREMENTS FOR NATIVE BACKFILL: 5A. UNPAVED AREAS: BACKFILL MATERIALS SHALL BE PLACED IN LIFTS AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR TEST), OR 92% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR TEST). 5B. PAVED AREAS: PAVED AREAS (INCLUDING PAVED AND GRAVELED ROADWAYS, PAVED AND GRAVELED PARKING LOTS, SIDEWALKS, PAVED AND GRAVELED TRAILS, CURB AND GUTTERS, AND ALL AREAS UNDER PAVED STRUCTURES OF ANY KIND): BACKFILL MATERIALS SHALL BE PLACED IN 6-12 LIFTS AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 OR 92 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR TEST). IN INSTANCES WHERE A TRENCH CROSSES A PAVED PUBLIC STREET, THE UPPER 12-INCHES THAT LIE BELOW THE PAVEMENT SHALL BE BACKFILLED WITH FLOW FILL. IN ALL OTHER INSTANCES WHERE A TRENCH IS LOCATED UNDER A PAVED AREA, THE UPPER 12-INCHES OF THE BACKFILL ZONE THAT LIES BELOW ROAD BASE OR SUBBASE MATERIAL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, OR-98 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. BASE COURSE MATERIALS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. TRENCHES UNDER PAVED AREAS SHALL, IN GENERAL, BE BACKFILLED WITH IMPORTED MATERIAL. NATIVE BACKFILL MAY BE USED IN THESE AREAS ONLY WITH PRIOR, WRITTEN AUTHORIZATION FROM THE UTILITY DEPARTMENT. UTILITY DEPARTMENT AUTHORIZATION REQUIRES A SUBMITTAL FROM THE GEOTECHNICAL ENGINEER THAT DESCRIBES AND CLASSIFIES THE NATIVE MATERIAL AND A STATEMENT THAT THE MATERIAL IS SATISFACTORY FOR BACKFILLING UNDER PAVED AREAS. 6. DEWATERING: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY DEWATERING EQUIPMENT AND PROCEDURES NECESSARY FOR EXCLUDING AND REMOVING WATER FROM TRENCHES AND OTHER PARTS OF THE WORK. THE TRENCH SHALL BE MAINTAINED DRY SO THAT THE WORK MAY BE COMPLETED EFFICIENTLY, AND PIPES CAN BE LAID, JOINED, BEDDED, INSPECTED AND BACKFILLED IN DEWATERED CONDITIONS. THE PIPE BEING INSTALLED SHALL NOT BE USED TO DEWATER THE TRENCH. NO WATER SHALL BE ALLOWED TO FLOW OVER OR RISE UPON FRESH CONCRETE OR MORTAR, AND NO WATER SHALL BE ALLOWED TO ENTER THE INSTALLED PIPE. 00 ~co Q) ..... :t::: co :::] 0 cn_t) C)icn E ... C) 0 ..... C: Cl) en.;:: ~ ..r:::. C.."¢ u )(C/) 8-7 cn-o ..-E c.o 1ii g in c, Q) 3: s;t CJ) sc::~;· 00 Q) 0 ..... "' ...... ..-~CJ) I S S S S S S S S S S 1 2 3 4 5 6 7 8 9 10 COU N T Y R O A D 1 0 9 NOR T H R E S E R V E R O A D COU N T Y R O A D 1 0 9 BA L D E A G L E W A Y FIS H E R M A N S R O A D LA R I A T L A N E TANK ACC E S S R O A D SOUT H R E S E R V E R O A D Graphic Scale In Feet: 1" = 200' 0 100 200 400 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-SitePlan DC Da t e B y : C5 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Overall Site Plan TH E R E S E R V E Title: •, •, --------~~ ::,~------.__ ~­ ' ->""<<~--'<,, / j ',-._: 4 ·--~ •. ' ···<::<.~ •-,-,~ ·• ... ~ '• •, .... ,___ . ::~~ ,,::~~ ',, ',, LEGEND _,,_ SLOPE LINE APPROXIMATE 30% 50 PSI = 6104' 40 PSI = 6128' N n 1 2 3 4 5 6 7 8 9 10 COU N T Y R O A D 1 0 9 NOR T H R E S E R V E R O A D COU N T Y R O A D 1 0 9 BA L D E A G L E W A Y FIS H E R M A N S R O A D LA R I A T L A N E TANK ACC E S S R O A D SOUT HRESE R V E ROAD Graphic Scale In Feet: 1" = 200' 0 100 200 400 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-ErosionControlPlan DC Da t e B y : C6 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Erosion Control Plan TH E R E S E R V E Title: "' '" "" C 0 m e" "' m :, CL rn "' N - ~ N D N " m " "' ~ • " 0 0: rn • " C 0 0: g C 0 u C 0 ·a 0 CJ I m • °' " s( < • \'] • • ~ "' I "' CL c' -~ u / m rn • 0 I I / • e • • • °' C '" " C • 0 m s( I n ~ 0 • CL I N D 0 / • e • m • °' C '" " C • 0 00 s( I "' rn I n N 0 N / n N D N / 1 O' BIKE PATH (RECYCLE EX PATH) MHFD SYMBOL 8 MHFD SYMBOL 0 ----~ ::::-. ~---- ··-;t.,_ --:: ___ ~ 0 MHFD SYMBOL ',, e d MHFD EROSION CONTROL REFERENCE TABLE LINElYPES, HATCHES AND BLOCKS [ .... :i LINElYPES, HATCHES AND BLOCKS ~~' ~ @ LINElYPES, HATCHES AND BLOCKS ~00000000:1 o 0 o~o 0 o 0 o~ . . EROSION CONTROL# DESCRIPTION EC-2 TEMPORARY AND PERMANENT SEEDING SEDIMENT CONTROLS# DESCRIPTION SC-1 SILT FENCE SC-6 INLET PROTECTION IP-1 & CULVERT INLET PROTECTION CIP-1 SITE MANAGEMENT # DESCRIPTION SM-4 VEHICLE TRACKING CONTROL (MULTIPLE TYPES) 3435 LF SILT FENCE OF DEBRIS FL 0-NETTING (TY IF US DRAWING CODE (TS/PS) DRAWING CODE (SF) TYPE IP-1 & CIP-1 DRAWING CODE TYPE 1 EROSION CONTROL NOTES: 1. CONTRACTOR TO REFERENCE MHFD URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 3, CHAPTER 7, CONSTRUCTION BMP's FOR ALL EROSION CONTROL DETAILS CAN BE FOUND HERE: LINK TO VOLUME 3, CHAPTER 7 (MHFD WEBSITE) https:/ /www.mhfd.org/ criteria-ma nual-volu me-3 2. SILT FENCE TO BE INSTALLED AT ALL TOE OF FILL SLOPES AND STOCKPILE AREAS. 3. SILT FENCE TO REMAIN IN PLACE UNTIL SITE IS RESTORED AND VEGETATION ESTABLISHED. 4. PROVIDE INLET/OUTLET PROTECTION FOR ALL CULVERTS (NEW AND EXISTING) USING EROSION LOGS, PER MHFD DETAIL "EC-6 INLET PROTECTION". 5. TOPSOIL (4") AND SEED ALL NEWLY GRADED CUT AND FILL SLOPES AND OTHER DISTURBED AREAS. SEED MIX TO BASED ON MHFD CRITERIA OR ADJUST SEED MIX PER JURISDICTIONAL REGION. 6. VEHICLE TRACKING PADS TO BE INSTALLED AT ALL SITE ENTRANCES ACCORDING TO MHFD DETAIL, "SM-4, TYPE 1, VEHICLE TRACKING CONTROL". 7. SOIL RETENTION BLANKET TO BE PLACED ON ALL SLOPES 2:1 OR GREATER PER MHFD DETAIL, "EC-6, ROLLED EROSION CONTROL PRODUCTS". 8. STAGING AND STORAGE AREA LOCATED ON EROSION CONTROL PLAN. 9. TIRES OF ALL VEHICLES SHALL BE CLEANED PRIOR TO ASPHALT ACCESS. 10. ALL DISTURBED AREAS AND SOIL STOCKPILE SHALL BE SURFACE ROUGHENED, MULCHED, OR SEEDED AND MULCHED. OR OTHERWISE PROTECTED FROM EROSIVE FORCES IF THEY WILL REMAIN EXPOSED AND INACTIVE FOR PERIODS LONGER THAN FOURTEEN ( 14) DAYS, OR IF SOIL WILL BE EXPOSED DURING WINTER, SO EROSION WILL NOT OCCUR DURING SPRING SNOW MELT. DISTURBED AREAS SHALL BE MULCHED, OR SEEDED AND MULCHED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED. GRASS OR STRAW MULCH SHALL BE CRIMPED IN PLACE. ON SLOPES STEEPER THAN TWENTY (20) PERCENT, OR WITHIN FIFTY (5) FEET OF ANY WATER BODY. EXPOSED SOILS SHALL BE HYDROMULCHED OR COVERED WITH NETS OR MATS. LEGEND ------APPROXIMATE 30% SLOPE LINE 1118 LF SILT FENCE ·---':::c EXIST. ·--~-c= ~ ~WET~~~~~~ '--', , ~~::,::::-------============---.;;;---g _=====-----::~--------__ ==~=~====~~~~----, 1 2 3 4 EX A C C E S S R O A D FISHER M A N S R O A D LARIAT LAN E NO R T H RE S E R V E RO A D CO U N T Y R O A D 1 0 9 5 6 7 CO U N T Y R O A D 1 0 9 NO R T H RE S E R V E RO A D Gr a p h i c S c a l e In F e e t : 1 " = 6 0 ' 0 3 0 6 0 12 0 Revision#Dw g N o . Jo b N o . 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"" -- -----------------, I ' I I I I --I_ I I I I / I ' I I I (t , I o/ , II , ,, STA.3+50.29 / , I I I I MATCHLINE I ~\ I m I , , , , , , , ' L 11 _J_ 6 SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com r ~ 7J n :,, Cl r oc )> ;o s: (J) z - Cl z (J) ;o C I ';'. 0 VJ Cl 0 n l> =' 7J :,: z :rO ;o r r'l zO Cl Z [JJ )> Cl Al ;g r'l r'l Cl z OJ /;j r'l -, 0 :r: Cl Z 0 Al Z r'l 0 -r'l 0 u )> z n z )> +'-I~ )> --z Ul 0 (Jl J> ' 's: VJ "1 -, Cl Cl Al Cl r Al )> Cl X OJ r l> Cl Al --.,_ .,.. )> (f) n (f) oC Al ';'. z r'l Cl 0 Al ◄ OJ r'l )> ;o z G') l 8 9 10 COUNT Y R O A D 1 0 9 SOUTH RESERVE ROAD BA L D E A G L E W A Y Graphic Scale In Feet: 1" = 60' 0 30 60 120 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-Layout-SitePlan DC Da t e B y : C8 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Site Layout & Roadway Geometry Plan (2) TH E R E S E R V E Title: iii " CL 0 0 ~ N 0 N " ro I n N 0 N ;; 8 N ,:: BP: 1 +00.00 f ' N 7198.96 / __ E 2929 15;/ ------------------______ ,,,,,,--' ----------- u D- ' Found 5/8" Rebar & BEGIN CONSTRUCTION 1.25" Yellow Plastic Cap MATCH EX ROAD EOA,i:Marked SGM STA.1+11.81 LS15710 N=7193.26 E=2918.80 N 7080.79 \ ~E 3027.42 --',,,,, ••• ___ =------------------=----=--=---=--=---=--=----=--=----=--=----=--=----=--=- LINE TABLE LINE # BEARING LENGTH L 1 S61 '07'52"W 114.63' L2 S19'57'09"E 116.43' L3 S14'56'10"E 120.00' L4 S38'06' 48"E 136.20' LS S20'33'27"E 174.55' L6 N39'08'36"W 71.69' L7 NT48°16"W 100.00' LB N31 '40'57"W 50.00' L9 N19'2B'45"W 100.00' L10 N31'27'2B"W 170.00' L11 N12·20•3o"w 1s5.1s· L 12 N32'34'35"W 322. 75' L13 N18'18'14"W 203.63' j Found 5/8" Rebar & 1.25" Yellow Plastic Cap Marked SGM LS15710 6643.31 3273.1 6 CURVE TABLE CURVE # ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH DELTA ANGLE C16 287.61' 862.04' N21 '53'59"W 286.28' 19'06'58" C15 197.07' 942.67' N25"28'07"W 196.71' 11'58'44" C14 248.57' 1167.03' N25'34'51"W 248.10' 12'12'12" C13 637.09' 1528.70' N19'44'37"W 632.49' 23'52'41" C12 43.36' 420.14' N4'50°52"W 43.34' 5·54'49" C11 238 30' 416.86' N18'16'03"W 235.06' 32"45'11" c1 o 249.02' 486. 75' N19·59'15"w 246.31' 29·15• 40" C9 118.02' 200.00' N22'14'17"W 116.32' 33'48'38" C17 148.33' 420.00' N22'27'32"W 147.56' 20'14°05" CB 58.44' 200.00' S2B'22'14"E 5B.24' 16'44°35" C5 62.48° 324.61' s43·37'39"E 62.38' 11'01'41" C4 231.97' 388.55' S32'02'20"E 228.54' 34'12'20" C3 127.31' 203.70' S32'50'27"E 125.25' 35'48°34" C2 108.74' 201.21 • S35'20'05"E 107.42° 30·57'51" Cl 58.44' 200.00' s2s·22·14"E 58.24' 15·44'35" .. ------- I I I I I I ---- ' EP ';11+34.10 \_N 6165.53 E 3364.14 -------------- ---------------------------------------- _,, _,, ' --------------------------------------- ~ ----~ I GV F F GV F F G G G U S F GV T G F F F G F D GVF S F F T ET ET S S S S 1 2 3 4 EX A C C E S S R O A D NORTH RESERVE ROAD FI S H E R M A N S R O A D LA R I A T L A N E NORTH RESERVE ROAD COUNTY ROAD 1 0 9 F T T G F F F F F F F F T ET ET S S S S 5 6 7 COUNTY ROAD 109 NORTH R E S E R V E R O A D Graphic Scale In Feet: 1" = 60' 0 30 60 120 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-OverallUtilityPlan DC Da t e B y : C9 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o North Road Overall Utility Plan TH E R E S E R V E Title: . ------------ I -- I J. I ------------------- ---------' -------= ---=--= ____ ::::-_::::-__ ::-:_::::___ =-= --=--=-' ,j!~-----------------------------===--=-=-::=:-:~-_-: __ :-_:-=_:::-_:-::--_:::_-_:--------------: -0 ------ - - ----------;--;c ,-a,,-' rn) - - - - ---- ---- - -,------' c_ -,:o,;,_ ---; ~,,_ :-i ,ca ---- --, ----'"" "" --q " -----;-;;,: : :-------------------- • ----·--~ -' ---------------------- ' _ _ _ _ _____ s,s ,a , M '~ (R_ -------,a.,-c ---, ~ ----'~" --' °'----,-._, , •.-'-°"'->----------~ • --ots =..i 83 -... B·~o'W" F OLa -, "' • --' •· _,,_, __ -·o,, --, ·,__ ..___ ' • " cs· " --"" --' "' ' •• "' cee ""' c) H• ------~ -----•---OC --~--------------m F-QLB --' i£ STA • B INLET ) G-QLB---G-QLB---G-QL • o·~ -'-H, ,, -,_,,._ --' ••-----------,'¾ ---------- I I • § C _L F QL,B-" B 21+83 79, -3.72 R __ F-rno_ --F-QLB--8" 11 25· ELBOW _c A 16+31 50 (12.14 -=~J.&,,:;,._--.;::::__·;-------~ -----,..•o.,:·----. ·-----------._______ -------------------- i" _CUR 2(1217'R G-QLB---6+4532 -3.6 ------t=-'""----,""----"--------------------- , _ _, CS-_ _ o ,a _ , q' ,o , ,0 C ___ _ __ • ___ _ , "" _ _ _ ,_., e ----HIB--S" ' • , 0 -• -•-F ~~--,:,f> ---<e,, __ - -e w, -----, ,e -_ --•-oca _ -'•ooe, '%>,--__;;--,____ '•o,, >----,, -___ r t~::~..., ---.._ G-01 -----------_ QI ---cc~--B-..---E-Ot~ ------' MH#7 4• ,,1,---,, ---,-~"--~-G --¾"' -------' ------ : " '--c -ec,,-~::c_ -,, ____ ---t ,'"•-------------~-· ;, ;, ,rn,: ~;;;;---_-_=,--16+64.5~ (7.99'R),.,J ,..~ ,. ----=----. --------~l"-ola..___ _____ "Ole..___ ____ N 4' MH/1'4 (8 99'R)·---------,.._01'1,-:.:.-;.:_-----------------------=------------------- O --"-'"Cc /. , --e ~ ---•-o,, -·~"'"' rn+c_ • "' __. C " CS ;;-~---~-----,--f"' "'ODO ·----, , ------------_ _ _ £_-0 -I Z T-rn n , ./ "'-"'~--------\,ILt:/ ---------r-os_u _ ------~--==~~J;:J::,...+ ----, , ------, 4, . _, 0 -•--,_ --_ ---_ --_ ~ = _J~~,.=,"""::::::E:=:::::::::_N....., ........ ---------r ~ ~====~~~~:; ,, J , -" 0 -• ._____<,-?-= •·· __ ~-,,,,,.,,,.,,,,.,,,.,,,,"'r. -:--,,,__ -" -__ __ -,~ ___ ,, ----------------- --------_ _ _ _ _ __ _ _ ___ _ _ ______ ---;v ------~ 1-• I + 2 ~,11 -+ /;'~ 4;;::::':=::::@,i:==~::;;'' , • 0-• 0 , • .;;. < "'-=s,, -o • , 0 ,,~~-. .,,~ c.o,e..___ --,----.,.::-, "'• " _ _ , :;;_--___ _ __ J' ' U o • ~ =--,. • • o ' •, -•--,. I~ o • a----._ -• , % 7'C a -_ -----_ _ _ _ __ _ ___ _ 0 --o C "o -• -.-. • ' "'l'lf":::= • -, • • ••O -• • •--, ,_ ••• .--.__ C •,~ ' °'W - -'-oL - --------------------L _________ _ > !, "> ·• •• -• •C. e O , .. g_ • -o O -' ~.b ,., 8 '5i'l -->•~• -~-e" " 20' CCCO: s,S ---,,_. •• ;::::~:::8 ~~ ---._,,._______ '-'"s ;<";we . ~ e --' "" :-,,., ; ;_-;;; ,i :;;_ --; 0, S-C C CC ,-,. - -'~ ' ~"'-r-·::;,; """~\-\__ ..,s~Acr;i::Ns h:_E_Rv-1c~E·,$¢ _f .:;;l!/!" ,II -,--"" co sow ,on "' '""°'----",,. c_eow • -• ..--_-..,-..,.;;;,,,.;, ;-~---.., "-,,,__ ¼,'<~--. "'--',.,. - _ c,cc , occ,a,s,< , ,-'°''---'--, -----e • _, .,-, •• • • 8 ',;S;.";c::--...,~,.,, ' .--..__ '·'< ·,"w , ---• we - ---,_,,, _ __ wee ,am ., , ,'cl O ,-,e1, (? gg'R)lLa -oL f -----------------, --- ------------~~' __ ,rn,oec {,) e" ''"'_E6L4B4o'wR'__ ASSEMBLY5 ·-------------: cs~:-,~;\;'° ,.,_,,-, ! "' m,c "\,, ,rn·;;;,--"------.. ,,"' c,ee,,ce -=-•~•~~ •C~"i'iiifi;c~o;_---, ;-,ejc t -,i;~/'l,C fic/_,-co eow, w ,-:;:; '"'"t "''°:'' __:,_ --'" -• • cl I 18+52.38, • I -----STA.18+2) ' : I : ASSEMBLY VICE (2) ..... "" --a ,fr ;;::-....:::-:::;-,~ ------.......::-~€:---~✓-:-; "'' " "°' -~" -,-,,, e+n "" ; ----~ ' -C--•--,-,rn ··""'--------c __--l-J.:LU::::::"":"':==---=:::1 , ,,, Hom, : , ec w,,,rn -•--._--.:;;, -.._ -.. -~ ------•,,,, ,_,_ ,,,,_ --•----,.,, __ "" ¾,, --f CURB INLET (nn'C) I i w" "''"'" ,,, i /· i "1';~:cci : I ~-''·""~" c!;(a~ -·: ----;-_____ -~ "-:_ ,........_ ------WF--t======::::::::::::::~ "STA. 20+91.7,o I ' I ,., """-~~o ru , o - ~ ,fr= ;,----------------~ ---z 7 coeca,ce,a, : I : : , : / : --------' «c:g ___ . ..: . . ~ --,__ _ , _ ~ ASSEMBLY I I ' ' ' ' ' --------" -, _,_. "" ,. --. --, I "'STA.21 + W. ' i : / ' ' : --,. 8 .. 2 2 c· mow_ ••a3•>c -• -•-., ~o u ~ -----. ,' ', I I I I I ------INLET --(2), I / \ '-- --•• , ~ , ' ' --,__ CURB -------T-SERVICE · ----•• wee " ,., ,n) ' ' , , , ( 12 17 ,L) wA : I, ·--... : 1 i i \ i / i "'°' " <' ,_,,-u : ,C,ec "'°""' I --------• -1------------I 1i ', : / : : / \ : : "''-,-,. ,,. mow -ssc,co, t ., ____ ,_j I L_ ________________________________________ j/ I \ / I -·--·--------,____ '"' "'"A ";'.~c'oi"f!c'~~r s·:-::: 0 ~LBOW jj I I I / -.____ ' "" -+ --a I • . ·-.. . . I I ------.__ ' • ' ---. -----.. ~ I ', ---I --- • ' - "' I ',, .,.,_...... I s ----- ; I \ ! I ____l. j • I J --I n N 0 N ;; 8 ~ --------- I STA.4+35, 1 6 71 9.15'R S F F F E F G F F F F E F F G F F ET S S S S S 8 9 10 COUNT Y R O A D 1 0 9 SOUTH RESERVE ROAD BA L D E A G L E W A Y F F F F F H F T F EM F F F F F F S COUNT Y R O A D 1 0 9 Graphic Scale In Feet: 1" = 60' 0 30 60 120 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-OverallUtilityPlan DC Da t e B y : C10 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o South Road Overall Utility Plan TH E R E S E R V E Title: ::E CL 0 m N 0 s -F-QL8 -- -- I I I I I 1 I I [} 0 I CONNECT TO EX 8" WATER N 7143.08 _E 2872.56 ,_FIELD VERIFY LOCATION DEPTH AND C , _,_~,REQUIREMENTS ONNECTION CURB INLET STA. 100+31 'i------------+-+-~--;:_::~, .51 ( 1 2. 1 7' R) 8" 22.5· STA 101+97.47 , ELBow·- 5.59'R S"XS" TEE 8 ,, STA 1 00+ 18.0 8 11 .25' ELBOW , 5.32'R ' I STA 2+19.48 -3 OO'R N/S 4' MH#1 • I I I I I CONNECT TO EX 8"SS (FIELD VERIFY LOCATION & ELEV. PRIOR TO STA. 1 +9J 37 (l CONSTRUCTION) · 7.37'R) . I I I I I I STA. AREA INLET 102+96.75 (18.29'R) 8 " 11 .25" ELBOW STA 7 02+66. 14 ' 7.53'R \ \ 8 " 2 2.5' ELBOW N 5633.32 E 4073.87 CONNECT TO E N 5,523.0 25 X 8 " WATER E 4,422.708 ~lf~D VERIFY LOCATION RE00~ RE~NE~T~ONNECTION 8 " 45· ELBOW N 5520.18 E 4420.91 8 " 45 ELBOW N 5516.27 E 4407.17 S F E F F E G F F F T FF S ICVICV E F T ET G G EE S 7 Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-NorthRoad-P&P DC Da t e B y : C11 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o North Road Plan & Profile Sta. 1+00 to Sta. 9+50 TH E R E S E R V E Title: c • in ::E CL 0 m N 0 ~ ro I n N 0 N ;; 8 N ,:: --F QLB- I -----CURB INLET --STA. 2+14.63 • RIM 6091.49' N/S 4' MH#1 CONNECT TO EX 8"SS -. (FIELD VERIFY LOCATION & ·-ELEV. PRIOR TO CONSTRUCTION) INV. OUT 6089.49' 8" WATER LINE TABLE LINE # BEARING LENGTH L1 S58'03'24"W 9.44 L2 S67'53'17"W 34.78 L3 N21'47'56"W 22.56 L4 N33'21'47"W 198.22 L5 N09'35'47"W 133.41 L6 N26'23'51 "W 261.24 L7 N08'32'25"W 354.06 -,-.. CURB INLET CURB INLET 22.4 LF 18" CMP N I 6105 6085 f----+-----+-----+------t-----+-----+-----+-----+---~-@_7_.o_9_%--+-r -~c-+-+------l 8" W 6085 12.0 LF 18" CMP @ 1.06% STA 3+32.51 8 ,, PVC SCALE: H1 "=30', 1 "=8' 6080 >-------,~----+----+--------,----+----+-----+----+----+--S_TA_.--++_4_4_.5_0_-+--------16080 cJf2 ~ [ 8 ~e jf2 cJf2 ~f2 ~f2 8f2 se ,~c f2 ,_~-1 f2 ·I_ ~ =: ~ ,c, ~ [;; , li3 ,]: b r..c_:, L.:) :'": ..j. ~ I"') 1:1 I"') r---: N r-·. c~ N ,_); ,_-:;:, :, .. m _lJ m , __ J m m ,_); m '?:' m ~c;: ~-::-g ~c~ g ~c~ g ~c; g ~c; g ~c:: g cc 0+80 1+00 1+50 2+00 2+50 3+00 3+50 3+75 STORM SEWER -STA. 6+00 r--n '° n n r--­n 01 + 0 n '° PVI STA 3+00.00 PVI EL 6095.14 K= 25.00 LVC 67.33' 6115 n '° n OCl '° n (0 01 +o N to 6110 ~ STA. 1+93.37 (17.37'R) ~ z 0 f-- ~ ~ I)' z I-0:: ,,..---.., (1)0(1) ,,..---..,W (!)~Zr'-,,..---..,3:2=_, <eon l/lZ DJ U U I'-.____....____... lO w w O -LJl l/l" l/l" X~Q DJO 61 20 ,--------.--------,----,--------,------,-----,----.--------.--------,----,--------,-1 -----,-----,----.--------,-------,----,---------,-------,-----,-----,-------,-------,----,---------,------,>"t-,>e'-.--------,--------,-7 >=>----,-------,--_ _____,_>--,,f--r--: _ ,, , " :;; LO ~I PT STA '+26.00 HIGH PT STA 4+35.14 w w mm "lloO u. O' n '° n -0 6120 r· (; HIGH PT EL 6100. 6 If--I)' 0 n ~ i's 5 (0 6115 L(• W PT EL 092.23 0'""-------',,~:'-'4-'---f'l"'===c=j====c=j==--~~~-c=i'F=====+=====+=-i-+---l------j----f-+--f----f----="'=-~ ~w "' m -'° ) 6115 ,---------,-----,------,----,-----,-------,-------,,----------,c-i-===!=====+====+p=,===+=,=====t=====i======1==-ac;---,----H m ";_ ~ PVI ST, 4+20.14 -u > n. -t-rn,~-r 7 -::,r-----+----+-----+----1 ~ VI STA 6781.00 m ~-st -;t PVI E 6102 _95 st c st w O -8~ = o _O' -~ ~ :g PVlv EL ,~o~~ 21 25 ~ r---o '. "':[! K~ 15.00 '." ~ lll ~ d ~ <i ::e > > 611 0 r--------j------t-----+----+----+----+---+ro'!-~,,:,~sj-~-----i,cctc<,mj---+-----+-----t-----l'c=-__;,'"7J-U-----t-----+----+,~cctrr,,mi--+----+-t;Nc.,.-,~n"·'----:c1-~---;'~~~"'::------t-----+------:Lc'V-;;C+:c'1 c:6c'5-c.occo;c,, ----j------t-----+--!cnj::~?i!-----j------t-----+-+--+----+-~ -= w I ~ 0:: = -= 6110 ~-.! tfil LVC18000' j;ii; ;~;§~ j;l f ~-----.'.C'~-~-----~g ~n n ,~ 61 05 t-----+----t------t----+--------j----+-n--t'.oc:_-o~;c;7~'----l82'---+j+c-ti;---t-----+----t-----t----+--------t----+-l/lcrcwc,-+----,:,F+-1LO-'i'8':--~--q-c ----,u&(L)#-----+----+---------t~------_+---o.-==----i---~+,---umuji---s -t-----+=-~---_+--+---+----+--------t➔~ ci t '° ro ~'2 rro---,r---c'.t c~~<C~o':t--,--, 61 05 ~n • ~~ ~~ w._,,;. ._. ~llJ __ ,..,,,. ~a -----......._ 0)--_::i+~:5+-.::t ~g·~== I-+~ I-_J_J LLILLI N ;--"-2>: ....._ +m ,,----0) ,,----0) + <( 6100 e------+-----+-----+-----+-----+-----+--2 -·:,; ::oo ~ -ro "'--~-l§_J"'?,,c+c-1----f------j 6100 --~ II\JIJ11t.LJ IL-LIJLL~-_. " -,,.. ----'7 -,i0---0 <(0 -AO::,,-,.,... T -8" 22 5· ELBOW • -~ ~ f--'° z f--co ~ ~ 6095 f--..___ ~- 6090 6085 385.4 I C' R" rn --' .JL../o sJ-<i > GRACE (FG)---------,cHJ✓o _ e--18.fl-LF 8" DIP CL52 1 1 -i'" _J 1/l <t C/1 i'" _J x <Cr--- z 0 ~z ~ --------:-_/1('111\," \ ~ TOP E □94.9S 6.5oz "-v ..l[lw _ ci ~ ci (J)...i.J w1-i'- • I 1/l ~-C--------, 609 5 133.3 LF 8" DIP CL52 11.25' ELBOW TOP 6086.11 5 ,, DIP C L52 , ;hQ-L \ 8"X6" TEE \_ FIRE HYDRr.NT ASSEMBLY TOP 6094 39 19TJu 8 ,, DIP C 5z 21 .4 LF u (0 f-- J.s1 p " DIP CL'. 2-2.00% - 6090 2.U0% 6085 I V '99.4LF "PVC@).51% ~ • 8" 22.5' ELBOW_ -/ \ 262., LF 8" P' C @ 0.51 t;: - 6080 c_-----t----+----+---+----T_0+'-60_8_7_._05-+---+--W~A0T~E~R-;J;---'X~-~IN~G,--f-+-+--+-+---+----t-------l----+----+~S~"-1~1~.~25"-b~EL~B~O~W~+----t-------ll-----+----+----+----+----t----l------t----+----+----+----+++---l--_!_-+-+-t----+----+---+---~6080 ' 8" DI' CL52~ \_ TOP 6090.89 I_ 8.9 LF 8" DIP CL52 STA. 7+50.99 STA 7+25.98 EL 6088.48 6075 f------t-----+----+------t----+----+------t---~v'' l\TER A-II G'--+----+----+----+------t-----+----+------t----+----+------t-----+----+------t----+----+------t-----+----+------t--8~"-1-1-.2-+s-·-E-L_B_O_W--tt--+----+---+--+----+----f------+--r--6075 3" DIP CL: 2-TOF 6086.00-~8' 11.25" E~BOW S~A. 7+42.• 9 T )P 6084.7 P 6070 f------t--------j----i-------t-------t---------t-----t-----+--------t----t-------t-------+----j--------t--------t----t-------t--------t----i-------t-------t---------t----+-------t--------t----t-------t-------+----t-------H---------tt---t-------t--------t----t------l 6070 I.[' N <O :;: LO ( __ Q) ' 0 "' 9+75 r I() N ,-_-._ ,J LO '--· Q) ,:.c:g 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 ~"xs" TEE TOI 6085.29- 2+50 ~34_2 LF 8" DIP CL p2 2+00 1+50 C) I I () ~ L\l uJ Cl (_,) 1+00 0+80 F T G F T ET G F T S S 5 6 Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-NorthRoad-P&P DC Da t e B y : C12 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o North Road Plan & Profile Sta. 9+50 to Sta. 18+50 TH E R E S E R V E Title: in ::E CL 0 m N 0 ~ ro I n N 0 N ;; 8 N ,:: 6120 6115 6110 6105 6100 6095 6090 6085 6080 6075 6070 s" WATER LINE LINE # BEARING L7 N0S"32'25"W L9 N31'01'14"W -,'. <------------·--, :-, ',_ TABLE LENGTH 354.06 328.27 0 ()J o ro O)~ Nm +o r-,. CD LOW PT STA 16+31.50 LOW PT EL 6091.71 PVI STA 16+57.75 PVI EL 6090.25 K= 15.00 LVC 142.50' CURB INLET5100 STA. 16+31.50, 12.17'L RIM 6091.32' INV. OUT 6088.32 (NE) 6095 6090 s" w STA. 1 +09.04 6085 N I 22.3 LF 18" CMP @ 2.18% 6080 SCALE: I H1 "=30', 1 I ~ 61 ooCURB INLET STA. 16+31.50, 12.14'R RIM 6091.33' INV. IN 6087.83 (SW) 60951NV. OUT 6087.73 (NE) 18" FES INV. 6087.48' (SW) 6090 6085 11.9 LF 18" CMP @ 2.11 % 1 "=8" 6080 0 Ol ,n n 0+80 1 +00 1 +50 CD N (X) Ol +o ,n CD STORM SEWER -STA. 16+31 ,-------,------,-----,-------,--~~---t,cr----,-------,------,------,-----,-~~'---t.cw-;----,------,----,-------,------,------,-----,-------,------,-----,----ttt6tt-1Ff-S-fi\-t:z cjc-8<~v-,.--,--;•-,--::;-,-------~----,------,-----,-------,------,----,-------~----,,--------,-----,-------,----, 61200-+-+----t--+-+-+-+--+-+-+----j HIGH PT STA 18+ 9.00 (/) ~ (/) u HIGI PT EL 6 99.91 IC I --!""'-==J==H:::;IG;;:H;;=;"j;,PT~E:;::L;,::;;6:;,Q:;;;9:j;:Bef. 4;::2===::J:="""l--_j~4 u--1------1------1----+---+---+-~i£.l-&,-+------1-------1-------1-------l-------1------1------1-~+.cc-1----1---C;pVI STA 1 3+ 1 Q. 7 5 II r , " , , A----,-!'F9 u -1°v 1'' m ~ :;: P'TTL 6TOl ':"""6~6'----+-----+-~,nct-s;-~-+--------tc,,±---~[1;------t------+--------t------t-----+-----+--------t--------t------+-------1 61 1 5 o ,n PVI EL 6098.86 o ~ ,n ro K= 33_3: c--"' :;I; ~ ~ = 14 ,00 ~ Lll _cc i ' OJ 01 LVC 150.0 1 ' ~ g; ~---~ f-, '+ri,O-ii---+-----ruL,fr~•-f 05.UQc'+-------j---,-c+,-+TO ,n-.+-t-----+-----+--+o,m -----cc ✓ n 0 ~+------+--------+~~~==-i~----+-----+---N++-<iij,--+-----sct--+ I aJ (0 rotD r---.-t0 .-----.-----~CD aj r---. ~ w :r: I- ,--v w 1rm=:i 6110 w w -c.nU c.nU 2 1 ,0,-.. t-U)-'-"u"-----+-----+-----+-----+--U)--+S'us'-l-+-----+-----+--+,~~,,._----+-----+---+--t-------+-----+-----+-----+-----+-----""'1::-11 +,,P_~--+----~ua u 0>-t----+-H er-'-O-----j-----+-----+----+----+-----+-----t-------t-----+-------1 6105 u> u> LD-o > >m """" W > w > m lD ~ 6'; ~ :_~-1i\Jl (lC;)---,\ w ~ m 1< ~ ~ (IJ "'1:1::::c.() ' \ ____ __.~ --.._ -~ Z 0:::_ t--+----+------+------+------+--+--+-+-----+------+---±c-+-c-:a+~-0 ~,,_----+------+--+----+-----t-----+-----1"-'"='1,1sJ::1 :-n 1 -- -....._ 2 CD 0, -'CG)i ' -- I 2--3--;--r, 1 r o " ~ 1 n G-b-~-c'' 79. 1 LF 8" DI 183.4 L 8" PVC !il 0.51% CL52 g:;_u u 8" DIP CL52 -5:; c GRADE (, ) -_ _ _ _ _ _ ~ - -cj-<L:2--- ~ -z VJ 0:::: ~ -= 3.GD% .--r-__,,, Ul N ' LF s" DI P CL52 119 ·' 8" 11 25· ELBOW_ Tr p R.Q.9.J_ ~ - I 33.5 LF ff DP CL52 \ -- 471.6 F 8" DIP CL52 385.4 LF 8" PV t @ 1 _52 ~ 6100 6095 - 6090 202.9 LF 8"0\P CT ·~ \ \ 8"X6" TEE ,in-F~N +-T --+-----+-------+----+-----+-----+----f----+-----+-------+----+----7 60851-+-+-+-+-+-+-+-+-+-+-+-+ \ \_s" 11 25' ELBOV ASSEMBLY 8" 11 25' ELB0\\1-STA 1 6+31 .50 TOP E 088 _67 TOP 6093 13 f-----+-8-,,X-6-,-,-T-E+----T-'-'-t'iP~6,n=R=QR~,nt----+----+----+-----f+------H3c----008 tH~-r:O----t----t----+----+----+----+---+---+---+----+----+----+------t------+-------t--------t--------t----r----t----t----t----+----+----+----+---7 60801----------------11 8" 11 _; 5· ELBOW _ _ FIRE HYD RANT TOI 6085.19 f----t--~ ASS.EMB~''+----+----+----+-----+-----+-----+-----+-----+----+----+----+----+------+------+------+----f-----+----+----+----+----+----+----+-----+-----+-----+-----+----+----+----+----+------+------+------+ 50751------+---------11 TOP 609 .47 f-----+---+--------j----+-----+--------j----+----+-----+----+----+-----+----+----+------+----+----l-----+---+--------j----+-----+-----+----+----+-----+----+----+------+----+----+------+----+----l-----+------j 6070 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 T TF F F F F F T F F T ET T T F T S S 4 Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-NorthRoad-P&P DC Da t e B y : C13 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o North Road Plan & Profile Sta. 18+50 to Sta. 27+25 TH E R E S E R V E Title: --~--.--.::..:.. ---- _:-.~-cc~ - <: r Qt~ £ QI r:i -=--.-c .w ---------- 8 ~i"c - --' G--Q[I, ----- ----F OLB F QLB F 1!1'Ji - -i'-c,'-~<-::::::'-__ ::~::fli_~:,~-:::~ r-~r:·~~'"'_ ,·--:~s,Q[l,!-_ ~--~ ~:::·-;~~~==~ ... _~--~,!~_:::,::;~~~,~:~~~;~~=~~;;:~ ..... J~~-------~-•::.~,~:·· ••• ·--~---------~--:~;;~;~-~~~~~---f~lli ~-~-'~; ___ -_-_-----~----->_ :_--------••-•---------T-~LB--<,•· c•,, N 4 M H#9 ( ' )-----,-------------·,:;--: :::::-, --.. sB -_:--~ r,OL ·-._:--._--. ___ L@<;:-__ :---i;;~&_i,---·•---,:_-------:::c-:,,c~------------RIM 6089.30' --------:::_c:~~;-620~ ~3;}2 ( 12.17'R)-_G~<l LB-_:_:__ -~---;-_~L~ • ---------- --' F-OlB ' :.,_____ - -3:'cn ~~ --. -. ----- -_-<'c-,,%•·--STA. 25+36.96 4.40 R - -___ -_,_ - - ----• / • : ._ ---B ~ :.::s;; --: ::-~'c,c~-::: __ :~ -E-OLB -~:~:-~:-:.:-# _INV E l~le6087 71' ;~~ -----=~-;;".>-=~~:-;-~0-~ ~INV. IN 6087 90' (W) ---~--:---------: G~QLB _:--::-' G_-oui c.c -'-----'--c~ocs --~ ~~Q;~ - - -,_. ~-- ~---~ ------/--'"-'-------.C/96.6 -~---------...:....,_ ------------. •• ,::-_01R ~ --,, _ _:---~------------._---<:: N 4 MH 8 f ilL:a _ _-;:-__-:,"'-"'°' -----QLB_--:-_ --~-'-'~;.!NV. OUT 6087 80' (E) ~------------------- - ---------------_:-cc ----= G OLB G ocfi ~-~-~~ i!:.:.__ _ LF 8 PV~--==------ - - - -'"'.---~--,-f. ,,,_;;...,_.,~-__ -,,-_-,_;,__ ___ ,;..__ __ .•·: ___ ,_ --~21 +84 1 O_ (8.31 'R)_~--: : __ :_:_7.9 LF ~8"1 _g~~-,\ ,,z-;,.-:---, -•-c.: -_-__ ---::----':_~-~&:IJ.s.B E QLB -----,';flW-_(OUi ___ --G 't------------1 -. ~J!.11! _ --~c , ~ --~ ~ ,--_s --~---, ---O'.i'l" ---:l'l".31+, S'!-;: ~~-0~ .. ---~0R~E½'ER ---STA 21-t-39 '' • ' g ~ --':..;,~-.1 --_, \. ·._ \ / --PVc ----,,n '.'c'., ____ , ---Ql . ": > 1 -> _-:-~-_?--•:-~-·, ~ - -: : =:--: : ::~-- - -------, -iL -\ -SEE PRO ~ILE2:~tlN~:~--:i1~" / oi~~-_: / __ ,;• +e -:._1 •~--c -:t ;;.:.:-~¥~ ' -.,._ ~ ~ E _, ------~. -._ ._ // _, --____ / ,-_ -.,-,----.--------, -- _ ---. 'FIRE HYDRANT ( , ) ----------7 !; -- --O'.L-,., --o,. --\ -0 -----W Cl) U) -~ 8 :j:'_: " >>-•. _ .. / /·__________ 'f · , ,-- -/ :/::·,;: :: ~:~_S _ '.. ______ -:, :: : --< }~;}G4t~~:~16~520'L) STA l:~+l:9~~8ii~i7~~;-. 45.6 LF ~5-~~~;.---&!~~~---~~a ~~~ --~~-i l!°Sff . :..·-. 0 ~ -s _.1 <;~~--: :: -~-~:M:~~~--~:__~ " ~:~ -"', § ~--: '~~ ~ ~§ ¥ ,. ··1 --. - -~-,,.. ----------------·-- ---INV. OUT 6088.14' (E) -. ---------CURB INLET """· --::!.'I '~ ---- - ----. --'---. -.__ . ----.,....,___....,..,..~ U -o ,_ ..,. 0 . E •'' \/~-• -·./,--;_>-_~---,· --_ -<·-._·, __ • __ ·--_:_:-.------....,··.;;,,.,.:,, .. ___ _.,-..:.,..;,_;,;;. • .;;1111 • .._-••. !"••••·11111 ,•••••••--•--••.l.-.--r~--'' -._·--. __ ----.___ STA 20+9170(1217'L) ',, ·------------0~'3N -· -, ------~_:-.._v.i --· <i.f--·-----. o ··· c.o cnol.O 0) : .. ,·--' ,.---· -,' ,----._ ,_, '. ___ .:°"••~-:_•~~~_"'.":~~--~?~-•-~--~~~"-':'. __ --~-~ '•·-.> ---'------~-\. ·-•.• -· -,>-\ \ ~-;;-_~•~-~.~--~~----~~7"""--~~.:.~;,;_:.;..· ------,,--~RIM. 6092.ol• • , ·----._ , --.j . --~~--._ -~~~~--◄--J J..JA · -• Oz~ij -. -;-...·,, 9-fl' -• --f-----<( -/ -Q) ~ ~ U'J 1----__ • ---. '-. ',_ -. • __ _,--__. _ ,-·--__ ,_ --• •. -.. - -------. • --------------• --·---: ·--•, c ' •---- ----------._,.,.,..,·•• _ -----------·---------INV. OUT 6088.68' (N) -------~E'T,--·20+0_4,0,5_______ ·-------'.':'-' ~--'· :,ll'.l'3N :·-----71 --------(I) 2 --• $ C: ~ i I r :_:~-----~-\-.--.\-~ • ·-------=---. ., -----.. ·-"!• • ----------------------=-.._ .. __ ...;,2.!.,,"3N ---· ::,•i.'3 00 Q) o • -. _:; .. > -:. :, \ \'· ---__ :~ ;':_·,-.;:: .. _ - --STA.21 +;~Ri8 H(ARi~L~~'-:·-~---~~-~~~~~~~-~~~;~~~--.,~-~~:~~-,,~~--~: ------_--~IRE HY-DRA~T.----~ -o'!~~ ... ______ ;:: __ CJ __ S; ___ _ in ::E CL 0 m N 0 ~ ro ' ' -,_ -.,.._.,. __ _ . . ,; ' 8" WATER LINE TABLE LINE # BEARING LENGTH L10 N21'18'11"W 331.58 L 11 N30"29'58"W 378.03 L12 N19'02'16"W 178.15 .-•-·: J --_-:_·---"::.\_i_:;c;,,c_:::--.· FLANG~ EL=~094,3 \/_______ • ,-;-;--'-::.;\ ____ ,.---__-._--..:::_ -_:-;-:-<·<~STA~&~~~o:L~~~OO/~--------- ' ', '-, -..--_----- ,_ --.. -·- LP STA 25+67.97 '. ;·,_ ---,' •' ;-.,-,_ '' --~ \ \ ,. ---, -., ·---~,;~ \ \ ,_, -, .,, :.: -_, ,,-:--_.~------:-~:r ------- CURB INLET CURB INLEf> 1 OO STA 21+39.71, 12.17'L 6100 cURB INLET RIM E091.42' STA. 21+39.62, 12.17'R STA. 20+91.70, 12.17'L IN f/. IN 608E.24 (S) I ___,--RIM 6091.42' RIM 6092.07' ~ INV. OUT 608t .14 (E) --------~ INV. IN 6087.90 (W) INV. OUT 6088.68 (N6095 f--i-----._-",,__,,,_+---t---++---+----:o~--1 60951NV. OUT 6087.80 (E) c~ 6090 6080 t---- ~ r---1_(-: 0 N :...'._ O> ·.Cg 0+80 1+00 :.'> f2 '' ")' Q) < Ll1 ~ 2:.:: Q) (-0 ... co STORM SEWER ----- (__') c., I I I LI.. 1+50 STA. 21 +39 C f2 ,, 18" FES ~ INV. 6087.71' (W) 6090 6080 2+00 LP EL 6095.18 HP STA 24+05.71 HP EL 6102.89 LP STA 21+39.67 PVI STA 25+51.72 PVI STA 24+ 14.92 LP EL 6091 .81 r---~ PVI EL 6094 88 ~ CXJ ~"' K=5.00 r---~ ~ ~ PVI EL 6105.82 ;;'; :;'; PVI STA 21+51.91 TI , r----K=11.47 o PVIEL6089.00 o (I) ~ iS 47.50 vc ~ ~ V' ~ S2 0) tj-0) Q ~ 6120 .-----.------,------,-----,------,---m=•,-~---.---~ITT~~,,ci-----'+~"~,t/-----,----,----+Bc e§-4-'er '-'¥'6---r=----.----.---"'+.t.µ-.L.,------,--,----,----md-~r-,-----.------,------,--+~--+~_§§----,-----,------,----."-tii'----,-,---,P~V~l~S~T~~ 1 --,1~9-+~9~5~.~3.--a-,---,----,----,----,------,------, i N w ~ w~ N ~ co ~ co NN+ f? 2 00.0( • VC ~ § n gj PVI E1 6096.B3 n CXJ l c!r: ~~ TI 611 5 ln 1 ~ -s;J-UJ __,.(() -l· ~ • • ~ I N o +""l-----"Kq--_,_1 _,_7c'-. 5"'-"0'--+----:-,;·4-fo~+-----+-----j-----+------+•rt-~ ~ '.lJ j------i-----------i----------t------j-----t-----<>c>tT'.w'i---t,,t-t-~-o,.--t>>t,'~-----1~,.c/f-,:~>w~---t------j-------t---------t------j-----t----tvtl .. ,t-,c>'---t-----t------j----~H,--c-, ,-----i-------i-----------i----------t------jj------i---------i-----~tt-W-;-----:n 70 00' VC co -v, [L w O)~ rn ~OJ 1/)u l/)U J>o +~ +O .__,N --6 w w,------u m u ~ ,,--..._ or..o o,c.o N~ 8 CT!~ ,.... ~ CJ~ o:: ;; ~ ro N If: ~ ~ ~ 6110 t-----+-------+-------+------1-----+-----+--~m""'·;;j•-iri_u0r;cok -+t-----+-t----+------+-----t-----t-----+----+---+---+-----t-----+-----~+----+-----t---t;n::---+~~~=-"--::---+------+----+-----t----'-'4-t---~~c--h0iit-----j-----+----~~-+tt~0 i--+----+-----t-----f-----+f,~~-~ITT"~"ooj--,0:'!---+ a ~ + ~ (0 I-aJ ---.,, (0 U CJ U > ~I L/("-: 0 CD ! 2~:R z6 -,... FINISHE[ 1 ~~ ~~ CJ ~rn ~lcb92w~ c1' 61 05 l-------+----+----+----+-----+----l---~-+--+l ~~-++----+l------+----~-~,----~--cct-------,-------,-------,--,----,:v"'71,, vsUc/TG (XJ I z:-o- l9 'tj" <( ~ > > I-" ----.._ \I • '"" t-r; (0 -i l<l;II\H.: ztnfzz 1 _...-------1-~;;!_;,c-.~~ .,_/-i 2>> ~ c~ '/\I:: :'1c;': r ------~ + .-..o 1-z t o::: 2 z ~ 61 00 ,___ -:,, -c ~ 6i ~ -...______.__________ ... .--_ ii N c_ Z 0 1 -..__ -~ -_ . .-l B 00% 0:4~ v • ~ ~ 609 5 ---r:-soz---• '''" .6 Lr " ~ , ;:: , ~ ~ I 8" [ IP Cl c,; E:< I -I • Jr: ~ --~ 177.0 LF 8" DIP CL5 6085 196.6 L 8" PVC I~ 0.51 % - q"v " T[r=- FIRE HY DRANT_ ASS MBLY T QE__6 j 9_5 c ' 349.2 F 8" PVC @ 0.51% 220 n , r " u GR/'[[ '.[C; U/P C 52 72.4 LF 8" DIP CL52 - - 5_00% I 327.5 LF 8" PVC @ 0.51% 1.C 0% 8" 11.25· EL3ow_/ TOP 609 '.09 - ;:' 1--HJ ~ g :'.X&.'.'.-i:rr 8, 11.25" E BOW_ 8" 11.25" ELB ID WJ EL 6088.1 0 \_ FIRE HYDFiANT 8") 6" TEE Top 60 8 99 OP 6085. 2 ASSEMBLY FIRE H1VDRANT _ 6080 • ~rrr -rr r ,r,V 6075 f------+----+-----+----+------J----+----f-----+----+------+----+-----+----+------J----+----f-----+----+------+----+-----+----+------J----+----f--l--Yl""v'_><}h Q~,ee-"'e-"---+----+-------j-----+-----f------+----+------+---,A--SJ;ia:-M"' TOP E 091.47 6070 t-----+----t-----+-------.,----+-------t-----+------+----+------+----+------+---+-----+----+----+----+-----+----t-----+-----t-----+--------t----+------+-----+------+----+------+----+------+---+-----+----+----+-------, 6120 6115 6110 6105 6100 6095 6090 6085 6080 6075 6070 27+25 27+00 26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+25 I GV F F GV F F G G U GV G G D GV F F S G G G C D GV F C ET G HYD S S S S Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-NorthRoad-P&P DC Da t e B y : C14 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o North Road Plan & Profile Sta. 27+25 to Sta. 35+75 TH E R E S E R V E Title: c • in ::E CL N 0 m N 0 ~ ro TI • 'ii 6120 ~ '.l,6115 CL I TI 0 0 ~ £ t: 0 z I m • ~ ~ • \'] • • £ "' I "' ~ ,,, 6110 6105 6100 6090 6085 6080 6075 6070 8" WATER LINE LINE # BEARING L 13 N12"21'34"W TABLE LENGTH 255.52 , MH#15 35+63.60 .----------·--· -· (' :·.::·- , r ~=-' __ ;_~~- -~. __ ,, _,_ -----,- _J LO ----1 c \J -------is -~ HP STA 33+ 15.42 HP EL 6109.09 PVI STA 33+ 11 .80 -z 0 N ~PVI EL 6109.63CO -sr r- ; ro K=5.00 co ~ ~ ~ I -., --._ ' -. -· _(!22.4 LF 18" CMP @ 1.09% CURB INLET . 42.1 LF ·· -- -.. STA. 29+78.48 (12.17'L) 1B" CMP •. RIM 6092.80' • @. 1.05% INV. IN 6089.29' (S)•_-_--,.;;·····_ ·e,-· INV. OUT 6089.19' (E)-__ ~-,-•~-.-:.,;----Q.___ _ -•, ----• --. -------· ---•• -,• ~~--~..::-~~ '-J ------c'URa INLET ·-----~-~----..,-;,:~---------• -----------·-,___ ----,~-?-!'--ti!~ •, STA. 29+33 09 (11 .92'L) ::··· •.:--:·-· --__ -,.,.,~------------·- RIM 6093.65' ·-. <~-_,•-._. -. ____________ .. ...,.. _ ------, -------."!>---.------,-,. ~ INV. OUT 6089.73' (N) _ -,· :_-_-•.. _ -------•• •••.. ·-._ -----· ---.. .--/ ·-·-. ·-._ ~ ' ---------------------'..flt_,.,_ --_, " ------·-. -FIRE HYDRANT/ • ·. ' · -· -<:-___ -_ ---: ----STA.28+14.11 (25.0'L) -· ·-... ·-. __ ·-•• ___ --. "----. ----·--FLANGE EL=6103.0 ··-. ·-... ·--. 6105 ~--~c=u~R=B~IN~E=T--~---~---~6105 Si[A_ 29+ 1 1 848, 12.17'L RIM 6092 80' CURB INLET CURB INLET61 00 ~038~2~~->-t-7C-----t-----t-------1 6100sTA. 29+ 77.20, 12.17'R STA. 29+33.09, 11.92'L INV. OU 5 os 9 • l 9 (E) RIM 6092.80' RIM 6093.65' INV. IN 6088.95 (W) INV. OUT 6089.73 (N)6095 60951NV. OUT 6088.85 (E) 6090 6085 6080 18" FES INV. 6088.55' (W) f-----ltt~==;=;::=4~3-l=l~::::,._=j-1=~~~--ls,-~6090 42.1 LF 18" CMP' , @ 1. 5% 14.2 LF 18" CMP 22.4 LF 18" CMP @ 2 -10 % f---------+ @ 1.09%~-+--"T---8-"-W+-------, 6085 STA. +53.65 SCALE: H1 "=30', 1 "=8' l----+-------,l----+----+-----16080 (')'-' c:::P ('::!? <')c., i','1 LL I LL I LL i', I LL ~) c., 'I L.. co 0 ~ ;;!; ~) c., 'I L.. "' CJ cm ,._cg 0+80 1+00 1+50 2+00 STORM SEWER -STA. 29+ 75 n+ '::' 47.24' VC co+ '::' z 2= °' HP STA 2S 14 11 O ;r;; · · lflOl/lCD --+ • ".) <D CJ "' l/l f--z LO -"" _w_ HP EL 609S. 76 ----------------------------------~□ ,.. ,,-,, .... \ "'1 -cl, ,. ~ .LO n gJ UJ t5 lfl t5 oo ~ U ;:'.. :::.;,p n LO\lil C,H BTASl'ii+?P.?..28 PVI STA 28+21 46 0 -+" --N m '-' u > u > x -r---t'l ro L ,-. GRT FlIL Eli }9'.3?1 9 °" ---PUP E' 609R""t 1D 0 I ~Ii:: N • 0 > W > CO W ~ N p _u Z r"') l"N ~L ''-t.O K Cr:'. ..---.... l-----+--f-'od..._,~c1,-1----+----+----+-----+----~l,,--l-s1+-.C~"':,_(D_rf-=!-----+-----I--W-J--+-----+--C~Q.j----+-----l-----+-----+--n..:-,..,-fr'=+-'-sj-s;...,,sc-1-JO·c1=·;...,;r---r---s--__ +-----+-----l-----+-+----+-----,a,f •"""'<-'R---l-----++---+-U::::+--h-rr'~='---+-----l----i'\!n'+os·,-c,K-'j''c.s5d.a,.koc.0~-2-1·-+-----l-----+l--l 'o~-+-.;eZ,,_ __ --I ~ r..ri --z c 4tc ~ ~L er: ~ ~;::::: £2 o LI) r---r \1 t-"""3iAL-@ , _,._,,_.__,__, o r-----f ~ m r..ri g;2g 70' vq: 0) ..---~ +oo LO m no co f--_J (fl w - a ~ c.o -o c.o ~op CD w vi VI EL 6091.74 o n c.o v + · o -s;:J--_, m CD-Q) -:t ~ 2>::: ::r:: I-iY. + N(DI I-N -tj-K=12.01 -tj--tj-I' LI) vl ~ (0 ~ l.O ( -tj-0 LI) r,-j ~ q) ,----L C'. ; o_ .--~ ~ s,:;J-CTl. ---+-----+-~, N m -_ . ..._ . . . . (D L ~ ~.cZ,--_g -----+-----+--+--+-----+---+--t-----f-------<-----+-----4"'7 ,----H'9---' .. "--cZe -o o ~ c --~,lcc;~---f-----"Ttt-o rn ·· L.LJ ro•-----, """ ~+ mt x z L >--I. + c.o Lv I I u. l)J + c.o ..---LO•: r---a Ul u (/) u a -. o c o I I z ;-, 0 0) N C' O <D > > OC) ,n C LOCJ'J W UW<( • • • t-'") N ~ UW U ,-t"l~C (D ::?:no) o~_jf-----2>t>> +"lDf----->w >DJ ::tl::::+r---.( t.D '> ,..,,, " " L:.......,E-l::-8"'" --, 1=' z u.:::::: w (f) et:: z ~ z ·,:_I~ •• ~ ~ _m C2 :::J rn :r: .f:,,.........ai t:::- --::::i-<C 2 ~. ~ • ~ -t\ ~ -~ / --U > U > 1 '" " ~ ,__,,, ~ N ....., L f---4 _00% TOF 6102.33 I \ 8" DIP CL52 _,,, --:< 0:11-i:; > w > m <D-0 z en o:::~ ----r--....._ _ _.-___ r-:i. "-/,, C:<,<JT (l,:_;:i w rn : ~ ~ ~ ~ s;;t-~ ~~ > ~ 8"X6" T E ts" 11 .. 5· ELBOW 150_4 L ~ -t --_ _ _ / ,... ,... 1 -z =-, z ~------j 200.2 L s" DIP C L52 ----1-'---- _ 1----,-3t .5 LF s" 'VC @ 0.5 % --8"X6" Tl E FDi=-·--~c,AIT rnpr=;n??f; 8 "D1Pr ,i;'J __ .,..,.,...,,..,. .--o +-.,,..,. -i------_ ___....---- ASSEMB Y OP 6102. 5 ~~o.4 LF s' DIP CL52 ·r.-2 LF -" rvc @ S" DIP C.52 -I 17 4, 7 LF 8" DIP CL52 178./ ,-....e"-----[)iP CL 5 2 -' F RE HYDRAtiJT r1:o:0Elv!B . T OP 6093.~ 6 S"X1 r " CROSS ' 8 2 .5' ELBOv _J TCP 6086.9E +.5---L > R' DI ,0 = C ~ 1 SC \ 8"X6" TEE FIRE HYDR,NT_ ASSEM°' V TOP 609'. .54 182.1 cF 8" 8" 11.25" ELBO' I _j ~ 'r, c ,o_~-¥--+-+--f--------, PVC @ 0.51% -TnP t:nn11 Ll.7 I - \ C:Tll rir"'l+77R.1 ._ EL I 089 06 61201----+-+-+-+-+-+-+-+-+-+--+---j 61151----+-+-+-+-+-+-+-+-+-+--+---j 6110 6105 6100 6095 6090 60851----+-+-+-+-+-+-+-+-+-+--+---j 60801-----------,, 6075 1-----------1 6070 36+00 35+50 35+00 34+50 34+00 33+50 33+00 32+50 32+00 31+50 31+00 30+50 30+00 29+50 29+00 28+50 28+00 27+50 27+00 F F F F F F G F F F S Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-SouthRoad-P&P DC Da t e B y : C15 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o South Road Plan & Profile Sta. 100+00 to Sta.105+00 TH E R E S E R V E Title: I n N 0 N ;; 8 N ,:: ------..::, 8" WATER LINE TABLE LINE # BEARING LENGTH WL1 s21·47'55"E 179.92 WL2 S41'18'41"E 138,72 WL3 S15'12'19"E 197.90 WL4 S28'58' 49"E 126.69 (le' ['- _J u) lO 611 0 ,------G ----iw';'/-----r-----,-------,---,------tcj------, 611 0 N ~ 6090 6085 s" w_/ \ V 0 6100 6095 "' ---_+--~--~ 6090 6085 STA. +06.73 c" , ,, 6080 r----+------+~~~,-~ 1 r-0 ~2~c~,-, _~, -+------+--------, 6080 SCALE: '1 "=30' I 1 "=1 O' 6075 ,, ' c· 0 ('·· 0 I • LL 1';'· LL '.)", 26 en :,-. ro :=;, 0 (() n 0 LL :J°l ~_) 0 ~-'.) 6075 C) 0 I I LL H,P,STA.103+02-55 ~ 1 +50 H,P,ELEV,6100,54 0+80 1 +00 2+00 2+25 Ct' en N co u) sq- ['-"1 _J 0 n " N 6110 -----,--J4en~~~n~8 -,------+o;~>-~"'s·~-,6110 +·'° 1·" : Nl""'--1-ulcn o~=:) --1t-C:o 61 05 f----'f+~w,(-e--~--+---+,!h-.;,._,._;,5----, 61 05 ~ (J) C• en <i2::> W.--Oz r:;,-I--z LL c.0 - ' (/) Ct' 6100 e-----+~1~-==,=....,,j==-~~__,~~~ 1 ~~~-·-----,6100 6095 ~-~[l=i;.:;;::=-=t::;:;:-..._;:;;;::~.~--~6095 5" ~___J ~ -'i STA 1 +1 L7p 49,5 LF 18" CMP 6090 ·)----+------+-@ 1 •84 % 6090 6085 )---+-----• .. -_~.~_,'-f,"'4-------,6085 SCALE: H1 "=30' \ 1 "=10' 6080 ' ' ,-1 G ,. G ~LL ju._ 0+80 1+00 • ' ('.) ~ LL Ul vJ -. - 1+50 STORM SEWER -STA. 103+00 6080 1+75 z STORM SEWER -STA, 100+31 125 ,00' VC 2 PVI STA. 103+00,24 L.P.STA.104+86.73 c\>i ~ PVI ELEV,6101,74 L,P.ELEV6095,70 z ~ ~ ~ K= 16.20 80,00' VC (/)O(J)v ~w PVISTA.104+78,91 v!~z.----3;z -+--+-N , <t o , v, z ~ ;:'.. ~ _J ' PVI ELEV,6095, 1 0 rogo~ '-"''-"'co ~ ~ r---.m 1~ ~ ~! K=12.87 6120 -><---=--o -Jc---ro--o-~•n";, ___ --,----,-----,----------,----,----~------,------i,,:,--~z----,----i'4t-<',,---,----,-----,----------,--t'~~~----+,--------<Dlm--~---,--------,----,-----,------,~ w I-c LO co n' (f)w ~ + o OJ IJ'J_ T +10 ..----en 6120 ~ot"''.~~~~ ~'° ~'° :~ 8~ m"' Il-c2or .----OClCO(D Tl c.ocC: l C2C.0 611 5 I """' f--~ er:: ,-: 8 ~ i .__ '-1--+------l-'Ft:5+--+----+-----+----+--+'-'NL __ ,o_"cµ_o _:_-_jl_S-J~w'1-------1------l-------1--_E+~•om----1-------1----_:_ u>n_rn 01 f--~N~~ vifu ~'g~¢ vi~ -tj-<D 6115 -tj-~ 0 . (D 8 ~ ~ 6 N ~ L0 gg (0 5 ~ ;!; ci 0 I 5 ~ w 6110 ,!:0-----Z _J > ~~-'-----'----' """ C---lO m I e--0 W ,~--+----+------+ I "-0 G::: _j ..L:. _..-.---_..,. p __,. ::i 2 ..----..-----z . -1'--' 6110 zu..___.,w ric2~~~ 2 [8~o c.o-t]&; ~ -tj--tj-ti= ~ > > ~ ~ ~ ~~-----4,;_' --+-----,-----+-----f----iii-+---+-----+--------, 6105 f------1-t------m,~~----+-~-s-+---+------+----+---_:_----+----t----(/)~~~~~~~~,:;-~~-;._+--+--+----+------+----~,trrl,,,-<A-,,= m" n EXISTING 6105 ';'..: ~b /GRADE (E G) 61 00 f--------tt-c~-,°' m --.............__ml() Orn • 7-zJ&-6100 <{ ~ -.-a f-_J ' ((l 6095 I lf)W -..<t:. (/) w 4_00% \_FINI ,HED 59_2 LF EXISTINC GRADE EG) 5" DIP Cl ,2 8'" DlP C[52 . > \ FINISHE, GRADE (FG) 6095 I,, 2 00% GRADE (FG) 6090 )------+-f-+---+----+-----fi---+----+---~>--,8°~e,p----i b5 ° • 1-4 LF -'.°, 779,6 l 1a-e_1 I \ 130.Slso"~ ~fP -er:0 ,. n N 6090 6085 8 " 0/P CU, " ?105 LF 8" PVC@ 0.51% I 5" vc @ 0, ,1 % 194,5 LF 8" ' _ 8 I I ,LCJ CLDUVV = 1 \_ s" STORM cEWER 8" 225' ELBbW / " 11,25' LBOW 2 .4 LF 8" 22.5 ELBOW STA 104 f+-69,95- 6085 ~ ,ROSSING c; A 1n1+q-;;_1 STA 102+66.14--8, DIP CL52 \__STA 10 +37,12 TOP E0 89 -64 6080 f------+-----+-+---+----------scfk-1-0e-+--3i-3h'-,s--------t----t----'t"--+==LLf~---r------t-e'-'-'c~~cx~'--:'-------t----tt-----t-~+=--+="T-~;';-~f;--',"".=~+-----+-------t---::----t---+----i 8" 11,25' ELBOW ,L, 6088,83 TOP 6091 53 TOP 6093.50 8"XI,, TEE TOP 60 3,64 rn" STORM 'EWER 6080 18" STORM SEWER CROSSING_ STA '.+19.48-8-"X8" TCT FIRE HYDRANT STA 104+86,80 6075 +--~T~O~P--+~0~8~6~_ 0~0~-+---.+---µ -· ,G&-SIN6-_-tt---+_,AITS~S-MTTBTIL'Y~-+-----+------+----+----+--~l C:-w 9'TT u~----j ~sTA 2+14.63 STA. 03+00.06 -" • " TOP 6085.29 E _ 6095.04 STA 1 03+07,21 SCALE: H1 "=30', V1 "r1 o' TOP 6093,56 6070 f------0-,+----_--.+('.)----.-_+('.)----,--,+, _('.) ____ ("+---0 ----c,---!· -('.)----L---1',~('.)----,l--0----.-_1--0----,-,,+('.)----,-.~+0----.-.'.:+c"----,0 +-('.)----_+-0 ----_-+-0----,,,,l--('.)----,-,l--0----,:_.-,l--c,'.l----C-'J+('.)----_-1+0----__ +-0 ----,,--l, J070 I I I --;-; LL --;-·: LL 1-1 LL I_, LL I_. LL I I I LL ';°"1 LL ·--;-·: LL 1-1 LL I LL I LL I I I LL ·--;-j LL ·--;---: LL 1-1 LL 11 LL I, LL I I I LL ·-I LL ·-: LL 17°1 LL 6075 -('.) -LL C--.J rv) -. rv) r·'· rv) ) rv) ,-1 rv) tj-rv) m. ~ ,,-. l"l CXJ )I O r c:., ~ tj-CXJ 1-1 -.::j-1.,-. 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(0 ...u '-~' lO -· (0 ~ (0 iJ (0 •. ...,.., ...u c, lO 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 --------------------------- ·--■---' ----- I F F F F F FF S S Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-SouthRoad-P&P DC Da t e B y : C16 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o South Road Plan & Profile Sta. 105+00 to Sta. 112+00 TH E R E S E R V E Title: I n N 0 N ;; 8 N -:: - ---- --- - --------------------' --------------------- QLB -,---,,r ---- ___.__ ---., --, . ----=----~ ~ .-• ~ '-~--___ _--• l_;.::..::...::.. __ ,- 8" WATER LINE TABLE LINE # BEARING LENGTH WL4 S28"58' 49"E 126.69 WL5 S49"57'42"E 29.85 WL7 S83"32'39"E 36.54 ' ---,. --... , - __ . .,··:.:-----, ----, __ ,::::, -~-30",,yMP--iA ,,~~~.:-;~l"t .... _>.t -11-,.-. B -,----&P!l-. .ac.. - -•• CURB INLET CURB INLET STA. 104+86.75, 12.17'L STA. 105+23.82, 12.17'L INV. IN 6092.07 (W) INV. IN 6091.60 (N) RIM 6095.31' /RIM 6095.84' 18" SGM CURB INLET INV. OUT 6091.97 (S) INV. OUT 6091.50 (E) STA. 104+86.75, 12.17'R 6105 / 6105 R I M 6 0 9 5 . 3 1 ' --------------- 1 NV. OUT 6092.31 (E) ~ H.P.STA.105+91.45 H.P.ELEV.6097.20 80.00' vc 61 00 1---------'1-------ll-------+-+---+------I 61 00 1 8" FES I -------fif--=-==~"""'===i=+hcc--i---,,-,:/~___,----1 NV. 6091 • 1 9' (W) 6095 , ---~~ 6095 lt-----t----1 6090 '"' \ 3 .5 LF 1 fr-'=''· ' \ 6090 s" w , '' \_ @ 1 -06 0 \_30_1 LF 18" cMP ---22.3 LF 18" CMP STA. 1 02.88 @ 1 09 % @ 1.02% 6085 l-----+---1---+--·--' ~----1-------1 6085 ', •f-------::( P\/C I. :,Ti-. I I 'I :a•" SCALE: H1"=30' \ 1"=10' 6080 f----+1---'--t-----t---~1-------1 6080 -__',', (_') _J c_ 0+80 ( ') (_) c_; 2 W LL LL (C'. n lD • -en Ul 0) C] 0 lu (0 1 +00 1+50 STORM SEWER -STA. 1 05+00 l.') LJ -(_') '__',', (_') c_ _J c_ 2+00 -------, ---------,, :,' --·------------,--,,, ---,,---...---i -~-,!.-------: CURB INLET CURB INLET STA. 108+6S.47, 12.17'R STA. 108+68.47, 12.17'L CURB IN LET ~--~-'R-"l-"-M'----C6..cc0.c;.9-'c4C-'. 4--=2'--' 1--~ __ ,_,co,~11 "V1----,oo" n_g_-4 ___ 4_,6-n' ~---~ 61 05 STA. 109+06.89, 12.17'R 6105 INV. IN 6091.41 (SE) INV. IN 6091 0 7 (SW) RIM 6094(_79)·~ INV. Ol T 6091.31 (NE) INV. OUT 5090 _!97 (E) INV. OUT 6091.79 NW 6100 k --t-----+--+-+--+--1-----+-----i 6100 ~----- 18" FES rl NV. 6090.44' (W) 6095 ,-r1,===+=:::;Jic=i"-"=s~--,-/-,--, 6095 1----+------...j t-----1------1-',,,._ - 6090 L---'t"==r t =::1~r:±t.J:;;__~ 1 J:==b:==::r~----1--__J 6090 36.4 LF 15" CMP _ I \_23.2 LF 1 B" CMP @ 1.05% 8" w , ;," F·T @ 2.28% 6085 1------1----+-~~~++~~--'--+~----+---____, 6085 STA. 1 -44.95 :·-;T:\ , + ":,7 .on _22.4 LF 18" CMP SCALE: ~1 "=30', V1 "=10' 6080 >-----+-----+-----+--@_1._og_%...,, ----1-------1 6080 (_ ') (_) w c_ 0+80 .,, (_') () (._') ~LL LJLL 1 +00 ' • u L LL ,,,-, 0 '-' '. co 1n ~ CJ O"l CJ 0 Uw 1+50 (''. L U • u -: LL STORM SEWER -STA. 108+68 ( ') (_) w c_ 2+00 2+25 100.00' vc PVI STA.105+ 74.30 L P.STA.104+86.73 PVI ELEV.6097.49 L.P.STA.108+58.53 LP.ELEV.6095 70 K=22.86 LP ELEV.6094.79 PVI STA.110+71.49 PVI ELEV.6097.92 K=19.75 80.00' vc 80.00' vc PVI STA.104+ 78.91 om om PVI STA.108+68.45 ;l' i'J m OJ -tj-N PVI ELEV.6095.10 '.;1: '.;1 ~ PVI ELEV.6094.55 _ r--- 6120 --~K~=-1~2,-~8~7---,----,----,n-i,m;;;i.__-r-1~~'----,-----,---r l Gm,_--,------,-------,-----,-----,----,----,---------,------,,->-------,--K"---=~3~0~.0T8=------.--,----,------,-------,-----,---~N~-~~mf-----,-~~~~~r------,---~N"-Jf,oi,----, 6120 -D LD C.O o, ,,--.... 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LF 8" PIC@ 1.01% 34.4 LF s" n, r, ""-. \ \63.1 LI 8" DIP C~52 ' \ \ 249.~ LF 5" P"C @ 0.51 P.c;; 18" s ORM SEWER / \ 1 5.3 LF 8" DIP CL52 \ 6085 c---...l'~-1-------1----__,\,_---l------1---__j__j-'c---=...'."-'-l'--"--'=----c--=------1----1------1--------l------l------1------1-----l----L~IEDSSIW'.~c/----\+-=~~""~==~+-------t-----+-----t------hf----t---+--t+-+-~'----,,je 6100 6095 6090 6085 \ I 8" STORM EWER \ st" 11.25' E BOW \ \ 8" 11 .25" ELBC W \ STA. 108+68.53 ' 8" 11.2'. ELBOW \_~ ~ oc---CSDvv \_p ROSSING Ls A 105+35 74 \_STA 105+92.93 8' 22.5' ELE ow EL. 6091.16 '-STA 108 f+-65.80 8"X6" TEE STA 11 o+ 79.57 6080 f-----b~~A 6~~~~· 75 T1 P 609 0 .3 -~n -~~, ~, : ,. ~B-N'>!c. :4 gn g._n __ +-----l----t----+----+----l----+---'T'-'O"-P--'6'-'0'-')tf=8"-.'--7 ~1 --+----+----1--..1.F-1JI R-'JEy HiYlJDdJR.:,JA:,iN_,__Tc__ll----+---+--+---T_O_P+6_0_8_9_. 2_5_+-----, 6080 S"X 6 " TEE TC p 6090.7[ 1 SSEMBLY--35_0 LF 8" DIP CL o2 \ FIRE HT DRANT STA 110+29.44 8" 45' E BOW TOP 6089.37 STA 11 O+ 2.96-6075 >-----+-----+----+-----+----+-~A~'.ot'Mfl ~~,---+-----+-----+-----+----+-----+-----+-------1---->-----t-----+----+-----+----+--~=--==~-=TO~P~6~0-9=5 ~1 -----1---->-----+--------, 6075 STA 1 0 ,+90. 12 • SCALE: H1"=30', V1"e=10' TOP 60 8 1.03 6070 >--------1-----+----+-----+-----+----+-------l-----+----+-----+-----+----+-------l~----+----+-----+-----+----+----1-------t----+-----+-----+----+----1-------t------i 6070 '" (_) , ' (_) ') (_) /" (_) "" (_') "" (_') '" (_) ~LL ~LL ~LL L~ t~ tu.... ~LL :'•! ~ :O:: ~ ": ~ C': ~ u::: ::: ,=.; CT, ··: ~ ~ri n0 ~0 ~~ ~~ ~0 ~m ~m ~m 0m ~m ~m :--;c:' 0 ';'.". 0 (7• 0 ;_-,,-: 0 ;_-,,-: 0 ~' 0 ~w ~w -<D -<D -<D ~w 104+ 75 105+00 105+50 106+00 106+50 (" (_) L LL C' n N r··. c.o CL m C..' 0 (.C CD 107+00 107+50 108+00 (" (_) L LL C' CX] L' _,_: c: --s cm 0 (£ CD 108+50 109+00 ,,, 0 ~ LL -OJ ~: tj- ;;i LO '..:'..JCT) :--;-:' 0 ,......_, CD •; ('.) ~ LL -~-0 ·'----: 0) ~~i LO '..'...J CT) :--;c:' 0 ,.:..' CD 109+50 . ; ('.) ~ LL 110+00 ~') 2 _J '"~ '.r ~ fa -w 110+50 (') 0 L.tJ LL -tj-0 . r---­ (l) • (':i) co Cl CTl 1n 0 -<D 111 +00 r_., ~ (__:_ ,------- ;..:'. 0 ,_;J lO I..'.', 0 I I u_ 111 +50 ' -N n I F F G F F F F F S Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-SouthRoad-P&P DC Da t e B y : C17 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o South Road Water Line Plan & Profile TH E R E S E R V E Title: I n N 0 N ;; 8 N ,:: Yn • -·-'-------- , __ -~--- -'\ ; \_ ; :-\' - ----------_,- -, ', ---- \---;: : __ --- \ --; ;'.' ____ ,,-__ .--,_ ,'.' ._,;:---- '' ',,, --.' :/) i(\:: .. 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N .--, lO I--: n ~ O'l :,-, LO c::J-0 I,-to I,--: ,,----,r r----~J n c::J-o:J '.)) sa;;;f-7 0 C' LO c· r·---..-----...----ai n c: i:.o ,_; o, _ n ~--I ,tj-~---i ,tj-~-J ,tj-_ ,tj-_ ,tj-_: ,tj-~--I n ~---i n _ i:.o ,-o, c.c ...----ci o :D 01 01 01 r·--oo ,-,< oo ex: r---:::,; r---:"YJ i:.o i:.o w i:.o ,t· LO ,_--1_: LO ,:_> ..-----·::,:, -..----• ..,.., 0 -) ...----C, N ,_--_; n ·_; LO ~--LO ~--LO ~-J LO ,_ LO -_; LO -_; LO ~--LO ~--LO _J ,tj-,-n ,,. n 1:J: n :::,; N :::,; N :7l N C' N n-N ,::;-: N :::,; N .::,, N :Ji N C' N n-N 1:J: N u O"l --,, O"l --,, (JJ ·:_) (JJ c_-.: (JJ -(JJ -(JJ s--(JJ s--(JJ -(JJ -O"l -O"l -(JJ s--(JJ s--(JJ -(JJ C O"l C ·; m C ·; (JJ ~-~' (J) ~-~' (J) :_) (J) C O"l C ~ m C ~ (J) :·_~) (J) :·_~) (J) ,_) (J) C O"l C ~ m C ~ (J) r.(' 0 :c-0 0 D O ('.J O r_'.) 0 ,:c O -_c, 0 0 ~-'.) 0 cc O ,J: 0 ,;c O :_c, 0 0 ~'.) 0 cc O ,J: 0 ,;c O :_C, 0 ", 0 ~'.) 0 cc O ,J: 0 ·.C O (", 0 ~-:, 0 ~'.) 0 (C O ·.C O ·.C 0 0w=----=w~---~~w~---~~w~----~w=----Lw=----=w~---~~w~ ____ cw~----~"'=----=w~---~~w~---~~'°~----~'°~----L'°=----=CD~---~~w~----~w~----~'°=----='°~---~~'°~---~~CD~ ____ c<D~----~w=----=w~---~~w~---~~w~----~CD~----Lw=----=w~---~w 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 STA 20 .: :' ' '' ,' ,' ,', ,',, ,•,,:,· E 8 u C: I E Ol 1/l i F F G T G EM G F Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-SouthRoad-P&P DC Da t e B y : C18 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o South Road Water Line Plan & Profile 1 TH E R E S E R V E Title: I n N 0 N ;; 8 N ,:: LI NE TABLE LINE # BEARING LENGTH WL12 S58"37'35"E 117.55 WL13 S83"25'57"E 152,86 WL14 S61'14'49"E 206.97 WL15 N74'05'50"E 14.29 6120 6115 6110 6105 a Q -,,.25~, (UVH -s A 19+12,11 3 T p 6092,51 6100 -----~-- . --- \ 6095 108 9 LF s" 6090 6085 6080 6075 SCALE: H1 "=30', V1" e= 10' D. 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D r- 24+00 24+25 -N n E 8 u C: I E Ol 1/l i S F EF F E G F F F T S S S Graphic Scale In Feet: 1" = 30' 0 15 30 60 Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-BikePath-P&P DC Da t e B y : C19 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Relocated Bike Path Plan & Profile TH E R E S E R V E Title: '" I n N 0 N ;; 8 N ,:: .--~----~----- -------.::....::..:..:. -- ~--. --~--:..:..:..:..:.--. .. •. M· -· M -O'.L'3N O•J...-Jll --- ···-: 6105 6100 6095 6090 6085 --- CL LINE TABLE LINE # BEARING LENGTH L1 S24"07'1TE 116.22 L2 L3 S28"38'04"E 212.65 s2s·os•44"E 308.12 OJ '° m en "" sJ-• (X) -o (D .;,' II (/) w SCALE: H1 "=30' V1 " 1 =1 0' 6080 ' 1+00 ('; I 1, 2 ,:,: (f_~ c: r.'.~ 1+50 ~ .;,' I If) w ?-., _--==:.cc""'-.o.....-"°=~-------~------~i~')?_-_______ ~ --=--=-=-::-_ --I CL CURVE TABLE CURVE # ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH DELTA ANGLE C1 93.22 502.11 S29"17'49"E 93.08 010"38'12" C2 C3 1.34% CD Ol m (X) ._.' 0 ~c, (D 2+00 8.27 40.24 105.00 423.14 2+50 S26 ·22• 40"E s2s·32•59"E rr: C) I u. n ,n C 0) ('.: 0 <D r--r--00 • +m No CD .;,' II f-_J If) w 8.27 40.23 .78% ( '; l'.) u. r~; CO N N ,:,: 0) Co ,,; (D 3+00 no sJ-N "" n N m ± 9 (/) w uU >> 004·30•45" 005·25•55" 0 "T tj- 7; 0) :=) -_c, 0 CD 3+50 PVI STA: 3+99.26 PVI EL: 6096.03 K: 20.00 LVC: 149.65 HIGH PT. STA: 4+00.07 HIGH PT EL: 6094.63 4+00 rr: C) I u. "T aJ tj- (C sa;;;J- C rn cc: ~ 0 (_ '; LL I 4+50 OJ w ON "" n C--Ol +S; (/) w uU >> (') 2 I, I 6110 EXISTING GI ADE (EG)-\ 3.7J% FINISH □) GRADE (FG) ~ ·1 l'.) 'I u. 0 n N g; 0) :_r:, 8 5+00 0 0 r-­ r--ai eno CD .;,' 11 f-_J r'1 l.') rr: C) 1,1 LL I LL 5+50 +ro en o (D .;,' 11 (/) w I- 6+00 ---------- aJ '._ ·1 l'.) 'I u. 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TOP 0 R-3501-R OR APPRO~D EOUAL. _l <1 /2 BATTER I ¥ BATTER "' <1 ACCRECA TE BASE MINIMUM 2" LEV£/.INC~·1 C5 COURSE CLASS 6 1/2" 29" THIS MOLD IS BUILT WITH 1/4" PER FOOT SLOP£ ON TOP OF CURB (SAM£ AS MONOLITHIC MOLD 66-26.J.JM). CURB JOINT: CONTRACTION = e·-o· INTERVALS: EXPANSION = 100'-0" ' ~ ' ... ~ .!, • -"' SHAPE SUBCRADE PARALLEL TD STREET CROSS SLOP£ MINIMUM 2• LEVEi.iNC ACCRECA TE BASE COURSE CLASS 6 MOUNTABLE CURB & GUTTER INVERTED NOT TO SCALE 2-0· 2-0· • -; I -R1/4" 2. SURFACE OF RAMP TO ft4~ COARSE BROOM FINISH. 4• 1/2" "' <J 29" THIS MOLD IS BUILT WITH 1/4" PER FOOT SLOP£ ON TOP OF CURB {SAM£ AS MONOLITHIC MOLD 66-26.J3M}. CURB JOINT.· CONTRACTION = 8'-0" INTERVALS: EXPANSION = 100'-0" MOUNTABLE CURB & GUTTER NOT TO SCALE 10' SHAPE SUBCRADE PARALLEL TO STREET EXPANSION JOINT CROSS SLOP£ lRUNCATED DOMES FL. CUTTER D BIKEPA TH RAMP NOT TO SCALE BIKEPATH 6' 1: 10 TRIANGULAR CONCRETE WINGS POURED MONO­ LITHICALLY WITH GUTTER CURB 2) DOUBLE INLET FRAM£, GRAT£ & CURB INLET TO SLOP£ CONCRETE 1/2" ;i. 8£ NEENAH R.J504-F OR APPRO~D EOUAL. {ABUmNG SIDE FLANGES TO BE OMITTED TO FORM TO MATCH ELEVATION A 7 OF CRATE DIAGONALLY SLOTTED GRAT£ SEE NOTE ;/2 TOP OF CURB FLOWLINE ~ B PLAN .J) LIP OF 4) GUTTER RIM/FLOWUNE £LEVA TION AT CENTERLINE OF CRATE AS SHOWN ON PLANS 6" • ~ - DOUBLE). THE CONCRETE BASIN FOR THE DOUBLE INLET Sft4LL BE TH£ SAME AS SHOWN, EXCEPT THAT THE O~RALL WIDTH OF SECTION A-A Sft4LL BE 6'-10• RATHER Tft4N .J'-8~ FRAME & GRAT£ Sft4LL BE ASPHALT PAINT-DIPPED BY MANUFACTURER. PRECAST CONCRETE ADJUSTMENT RINGS {IF REOUIRED) Sft4LL BE GROUTED IN PLACE. TOP OF CURB ~ RIM/FLOWLINE ELEVATION AS SHOWN ON PLANS £ND SECTION {WHERE IND/CA TED ON PLANS) · _io TOP OF BOX DEPRESS GRAT£ f 1==~m----+P~=::iCROUT PIPE MIN. 8/8 I 1/2" BELOW WELDED FLOW LINE WIRE MESH ·I I 1--PRECAST CONC. IN PLACE . ;;,: -;, lRUNCATED DOMES 0:======d} BASIN BOTTOM OF BOX ik="'::::::!c:il ~ PIPE SIZES, LOCATION & IN~RT ELEVATION AS SHOWN ON PLANS 2" AGGREGATE BAS£ L=LING COURSE TYP. GUTTER i 2'-6" r ,. 4• T -J'-2" - SECTION A-A AS SHOWN ON PLANryl---~--•:_;._• --jt• SECTION B-B CURB INLET CURB CUT SECTION D-D NOT TO SCALE 4 1 VALLEY PAN DETAIL NOT TO SCALE D50 AS SPECIFIED IMPERVIOUS LINER AS SPECIFIED w 1.5xD50 RIPRAP* OUTLET SWALE "Pl1i'AMA T OPTION AS APPRO~D 8£ ENGINEER• {REFER TO PLAN SET FOR C. W & D DEFINITIONS) NOT TO SCALE _,;---- NOT TO SCALE -2-·., 10' 1' 9P ~4~ CLEAN DITCH TO 18" DEEP I GEOTEXTILE (t,URAFI 500X) 6" CLASS 6 ABC TYPICAL EXISTING AND RELOCATED BIKE PATH SECTION NOT TO SCALE NOTE: EXISTING BIKE PATH TO BE RECONSTRUCTED IN PLACE BY PUL~RIZING EXISTING ASP/t4LT AND MIXING WITH 2"-.J" OF UNDERLYING CLASS 6 AGGREGATE USING BO-MAC OR SIMILAR EOU/PMENT TO PRODUCE A REUSABLE GRANULAR MATERIAL {RAP). -------SEWER MAIN -----.----------,,-------------- 10' WATER MAIN ~ ~ ~ ~ ~ ~ ~ ~ ~ • • -... DISTANCE VARIES TELEPHONE & CABLE PEOESTAU ~ ~ ~ ~ bl • ... 10' • - GAS IF-I • -t-.._ -ELECTRIC SPLICE ----+---+.b!.f--'=f=---~cl----------1-+---~TOP BACK CURB CURB STOP {MARK WITH 6" STEEL FENCE POST -PAINT TOP I" OF POST BLUE) ELECTRIC, TELEPHONE, BOX & CABLE TV /UTILITY CORRIDOR .-,-ROW LIN£ -------1,i,"'E'l-----------c!--------.---_,_--------{'::,,,"'~_J__ _ _,,.~e::___ ..:,I / 'CY SS STUB {MARK WITH 6" STEEL FENCE POST -PAINT TOP 1• OF POST GREEN) ~LOTLINE TYPICAL UTILITY SERVICES AT LOT LINE N.T.S. lo: <:i Qi 0 ELECTRIC, TELEPHONE, ANO CABLE TV G') GAS .J. 00' NOT TO SCALE R-3501 -R Inlet for Ro ll Type Curb Hea vy Duty 1: i 4f -__ -'~,...j·, I ---21· ~---~·- so. Pr. Ol't:ll Avail.Ible v.i th 4-flange lrame, order R-3.~01-RA . 5"-6" RECYCLED ASPHALT ! 3"-4" EXISTING CLASS 6 ABC C u i5 TYP. NEW RECYCLED ASPHALT 2.50' BIKE PATH SECTION NOT TO SCALE 50' UTIUTY & ACCESS EASEMENT ,,. TYPICAL 29" CURB & GUTTER ON MIN. 2• CLASS 6 ACCREGA TE 2!/l - J 12" SCARIFY AND RECOMPACTED SUBGRADE, 95% OF MODIFIED PROCTOR W/PROOF ROLL 11' TYPICAL 29" CURB & GUTTER ON MIN. 2" CLASS 6 A GGREGA TE 5• ASPHALT 2!/l - '.A :-,:: ;::/ . 4 • CLASS 6 ABC GEOGRID {TENSAR TX5) 8" CLASS 2 SUBBASE GEOTEXTILE (MIRAFI 500X) 2.50' J.00" i~a ~ffi" ~~a ¢~a ~a ~a~ i r\ r\ d a r\ r\ r\~ IJ LJ(![S l:os-J uaw LJ(!~ U ~9?r]~?OQ (TE r zBTX5) g92r I\ n!\ /\9\-/-.{-J\ n!\ /\ n TYP. ASPHALT ROAD SECTION lo: <:i Qi NOT TO SCALE NOT£: ENGINEER AND SOILS ENGINEER SHALL VERIFY THE COMPACTION OF SUBCRADE PRIOR TO THE INSTALLATION OF AGCRECA TE. FINAL ROAD SECTION BASED ON CEOTECH RECOMMENDATIONS AFTER ROAD CUT. TYPICAL 27 1 ROAD W/5O 1 R.O.W. CROSS SECTION NOT TO SCALE Graphic Scale In Feet: 1" = ##' 0 ## #### Re v i s i o n # Dwg No. Job No. Drawn by: Print Date: File: PE:QC: 2023-195.004 TBS 05/18/2026 DK AGRes-Details DC Da t e B y : C21 Of : Pr o j e c t M i l e s t o n e : 22 PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N Ga r f i e l d C o u n t y , C o l o r a d o Utility Details TH E R E S E R V E Title: STANDARD MANHOLE CONCRETE THRUST BLOCKS WATER/SEWER PIPE BEDDING SEWER SERVICE CONNECTION TYPICAL GATE VALVE INSULATION DETAIL FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL WATER SERVICE STUB OUT CONCRETE & STEEL PIPE ENCASEMENT SEWER CLEAN-OUT C 0 m i' ~ I n N 0 N ;;;- N 0 N C: DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACKFILL AND DISPOSED OF OFF SITE. VARIES SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS PIPE SUBGRADE, STABILIZATION MATERIAL IF REQUIRED JBENQ:1 ZONES PIPE BEDDING ZONE BOND BREAKER 4 MIL PC1 'r'ETHYLENE PI.ASllC (TYP) ' z N --~ 1 TRENCH BACKFILL BEDDING ZONE SEE BELOW BEDDING ZONE WHEN LOCA TElJ IN PA I/ED AREA INSTALL ROAD SECTION UP TO EDGE OF PIP£ AND COMPACT TO SPECIF/CA T!ONS UPPER 24' OF THE VERllCAL RISER SHALL BE CAST OR DUCTILE IRON, AND BE PLUGGED WJTH A WA TERllGHT CAST IRON TRACER WIRE COMPACTED CLASS 6 -FLOW WHEN LOCA TED fN UN-PA 1-£D AREA THE CLEANOUT SHALL TE'RMINA 7E 4 INCHES BELOW GRADE BACKFILL & COMPACT TO SPECIFICATIONS BELL TYPE PLUG. WHERE REQUIRED '-TRENCH B,,\CKFILL --..... COIIPACTFO CLASS,__ ___ _ • lYPE K COPPER OR PURE CORE HDPE -----, SERVICE LINE PIPE SUBGRADE 6" • z N--" EIEOOING ZONE 6"' MIN SERVICE STUB-OUT BEDDING 5'-6" MINMIUM COloE'i' FOR WA 1ER MAINS TYPE X COl'P£1' PIP£ OR Pl.IRE CORc . . . . o O o 0 6' S1EB.. FDICE POST­ PAINT TOP 1' OF POST BLUE 1/, , BUFFALO TYPE CURB S1YJP SHAFT, LOCA 1CD IN NON-TRAmc AREA. IF LOCA TED IN TRAFFIC AREA THE CURBS'TOP SHAFT wsr BC TRAFFIC BEARING B' MINIMUM COVER FOR SERVICE LINES 10' WAlER LINE 10 GAUGE INSUL.AlED COPPER WIRE 10' ENCASE JOINlS IN CONCRETE OR IMPERM LE Sl..£EVE SANITARY SEWER LINE IF WAlERUNE IS 1e• OR LESS ABO\IE SE\£R OR IF WAlER LINE IS BELOW lHE SEWER LINE, INSTALL CONCRElE ENCASEMENT. ENCASEMENT MUST EXT[NO UNTIL THE WATER AND SEWER PIPE ARE SEPARATm BY MORE TI-IAN 10 FEET. IN LIEU OF CONCRE1E EN­ CASEMENT C900 PVC PRESSURE PIPE OR YELOMINE PRESSURE PIPE MAY BE SUBSTITUTED. ,.s· WAlER STOP ..... NON-SHRINK GROUT .fLAti • "' .I - 16" o.c. S"MIN : l ALL MAN~HOL£ STEPS• PLASTIC CQll TED MH FRAME AND COVER HS20 LOADING RATED OR EQUAL. WITH THE WORD llSEWER" CAST INTO COVER RING & COVER-SET TO PARALLEL FINISHED SURFACE ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX-r THICK REINFORCED CONG. GRA,OE RINGS SET IN NON-SHRINK GROUT PRECAST ECCENTRIC CONE 2'-3' HIGH WfTH WALL THICKNESS OF 6" AT TOP TO 5" AT BOTTOM INSTALL 1 R DIAMETER DOUBLE RAM-NEK (OR EQUAL) JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIAMETER RAM-NEK ON MANHOLES MANHOLES LARGER THAN 48" PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM-C478 SEWER LINE, SEE PLAN FOR SIZE WYE WITH 45' ELBOW (ALL BELL FITTINGS) 12 GAUGE INSUlA7ED COPPER TRACE JtlRE COHPORA 110N STOP •• ....___ca,,o,cm,..__ SANITARY SEWER LINE CONCRE1E ENCASEMENT MA INDUSTRIES MODEL PS1 ASTM C-478-94 OR APPROVED EQUAL 4" I.D. INSIDE LIP TO 8£ HIGHER THAN OUTSIDE LIP ~ 7. FOR APPLICATIONS WHERE MANHOLE AND RINGS ARE USED TO COVER CLEANOUT, .3M LOCATING DISK SHALL ALSO BE INSTALLED 1' TO 2' BELOW MANHOLE RING AND COI--Vi' rOAOBAS£ [ASPHALT NO SCALE: FOUR (4) NO. 4 EPOXY COATED REBAR EMBEDDED 18N INTO CONCR£TE W/ ENDS BENT 90 DEGREES AS SHOWN SEE W-17 FOR SIZING 4 • OF POL YSTYRENE: IN SULA TION (LOCA TE:D ALONG S/DE:S AND ON TOP OF PIPE:) GENERAi NPJES 1/,~ WRAP MINIMUM OF 3' OF COPPER SERI/ICE LINE W/POLffil-M...ENE ENCASEMENT ELEVATION i. CURB STOP ro 8£ LOCA7ED AT 1HE PROPERTY UN£ OR Ar 1HE EDGC (T EASEIIENT-ttHICHO£R IS Cl.OSER ro 1HE MAIN, 2. CVRBS'TOP -AU f1171NGS SHALL 8£ COMPRESS10N RTTINGS. .l CURBSTOP -MANl/FAC1URER REFCR£NCE MtJ£lJ.ER 825204 OR APPROt£0 EOIJAL. 12 GAUGE: INSULA TE:D COPPE:R TRACE: WIRE: ,, ,,,,~,'LASS 6 PE:R "TRE:NGH CROSS SECTION" WA TERI.INE: INSULATION SECTION NO SCALE: PER SPECIF/CA TIONS 4' PUMPE:R NOZZLE: SHALL FACE ACCESS THRE:E PIECE: ADJUSTABLE VALVE: BOX CONNECT VAL VE: TO TEE cuss 6 ......_ A SECTION(:) STEEL CASING THICKNESS AND COATING PER REGULATORY AGE CY 12 GAUGE INSULATED / COPPER V.,RE WA1ER LINE S'Tm. ENCASED WAlER LINE 12 GAUGE INSULAlED STW. CA~NG~ COPPER V.,RE ~ CASCADC SPACERS - OR APPROl.£0 EQUAL HIGH DENSITY RUBBER CASING Y<lTH 3/4" Y<lDE STAINLESS STEEL STRAPS. PIPELINE SEAL AND INSULATOR CO. MODEL W /OR ACCEPTED EQUAL e• MIN - MIN 12" COMPACTED 3/4" 1 SCREENED ROCK -......._ ~ GFNFRAI NOTF HAND SHAPE AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE 5ECJJAN@ TOP OF BENCH C.<1ST IN PLACE WATERTIGHT FLEXIBLE RUBBER BOOT PRE-CAST MANHOLE BASE AND FIRST BARREL SECTION CAST MONOLITHIC ASTM-C478 SECTION/a\ \ J !. ALL CONCRETE WORK SHALL COMPLY WITH LATEST Cf-318 SPECIFICATIONS 2. USE 5' I.D. WHEN PIPE SIZE 15"-24". SEWER LINE FOR SEWER SERVICE TAPS TO EXISTING LINES USE A FULL BODY WYE 4 • THICK CONC PAD AROUND BOX WHEN LOCATED IN GRASS OR DIRT 6' OF CLASS 6 AGGREGATE----i.-_ _i,..,. BASE COURSE COMPACTED TO 95% STANDARD PROCTOR ~ I' J/4' BE:LOW FINISHE:D GRADE: DEEP TYPE VAL VE: BOX LID DEBRIS CAP FINISHED GRADE - VERTICAi JHRYST BLOCK Se:CTION TRAFFIC FLANGE CURB & GUTTER DE:BRIS CAP TRACER WIRE 1-THRE:E: PIE:CE:-+-+i ADJUSTABLE BOND BREAKER 4 Ml~ ~ .- POL YElHYLENE -~ PLASTIC (l'l'P) , ;.,: UNDISTIJRBED EARTH BENDS TEE UIIII BEARING ACE AREA - (FOR 200 PSI Al PIPE PRESSURE) UNDISTURBED EARTH PLAN PLAN JNJ~l.lt.1 BEARING SURFACE AREA - SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) MINIMUM BEARING SURFACE (SF) FOR 200 PSI AND LESS ~ZE BENDS TEE OR OF PIPE 11-1/4° 22-1/21 450 goo DEAD EN[ 6" 1,J 2.5 5.0 9.0 6.4 •• 1.J 2.5 5.0 ••• 6.4 10· 1,9 J.8 7,4 1J.7 9,7 12· 2.7 5.4 10.5 19.3 1J.7 16" 4,7 .. , 9.1 33.6 23.B 20· 7.2 14.3 28.0 51.B 36.6 ~ 1. RJR 200 PSI IN'TERNAL PR£SSURc, /Na.UOING WA 7ER HAMMER 2. MEGALUG RESTRAINTS MAY BE USED IN CCWJUNC1TON ffl7H 1HRl/Sr BLOCKS WfTH PRIOR Aff'ROVAL FROM 1HE 0/STRfCr .I AIINIMlJM AREA REQI.JIRED MU BE 7HA T OF' AN 8-INCH IIAIN 4. AU 1HRUSr Bl.oa<s SHAU BC RJRMED. THE MINIMUM 1HIQ(N£55 FORI,/ MA TcRIAL SHALL BE J'./B• PL~ ti BEARING AREA BASED ON SOil. BEARING PRESSURE OF 2000 lb/sf MINIMUM BEARING SURF ACE AREA - -~ FIN. GRADE ELEV. SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) E:XTENSION(S) AS NE:CESSARY UNDISTURBED EARTH PEAQ END PLAN BEDDING MATERIAL MINIMUM BEARING SURFACE AREA -S0 FT (FOR 200 PSI INTERNAL PIPE PRESSURE) UNDISTURBED EARTH TYPICAL CROSS SECTION MINIMUM BEARING SURFACE (SF) FOR 250 PSI AND LESS ~ZE BENDS TEE OR OF PIPE 11-1/4° 22-1/21 450 goo DEAD END 6' 1.6 J.1 6.2 11.4 0.0 •• 1.8 J.1 8.2 11.4 0.0 10· 2.4 4,7 9.25 17,1 12.0 12' J.4 6.7 13.1 24.2 17.1 18" ... 11.6 22.7 42.0 29.7 20· 9.0 17.9 35.0 64.8 45.8 • c:, _I <o TYLER TYPE 6860 SERIES TYPE 160 WIDE OVAL BASE: OR APPROVE:D EQUAL 'l-12 GAUGE: INSULATED CONCRETE REACnON BLOCK NOTES: 6" MJ x MJ WITH MEGA-LUGS NON-RISING STEM GA TE VAL VE: PROVIDE TWO 3/4" GALV. TIE RODS W/ EYE BOLTS HYDRANT DRAIN PIT, 9 CUBIC FT. OF 3/4 • WASHED ROCK SEE CONCRETE REACTION BLOCK DETAIL 1) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE RESTRAINE:D MECHANICAL JOINTS 2) HYDRANT, VAL VE AND FITTINGS TD BE 250 P.S.I. RATED. 3) POLYE:THYLENE: m'IAP SHALL COVE:R 0./.P. ASSE:MBL Y FROM HYDRANT BASE TO WATE:R MAIN. 4) ALL HYDRANT LEAD PIPING TO BE 6" CLASS 250 D./P. UNLESS OTHERWISE: NOTED 5) CE:NTE:RLINE: OF HYDRANT TO BE 4'-0" FROM BACK OF CURB UNLESS OTHE:RWISE: NOTE:D. COPPE:R TRACE: WIRE: MJ x SWIVE:L 6) INSTALL VAL~ STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VAL VE BOX LID TO TOP OF NUT SHALL NOT E:XCE:ED 5'-0" 6. ~ SHALL HA 1£ A 28 DAY COIJPR£SSlON STR£NG7H OF' J'OOO pal CENTER OF WYE BRANCH TO BE PLACED IN UPPER THIRD OF SEWER MAIN !lfJii:S:. STUBOUT APPLICATIONS (NO CLEANOUT) 1----SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT PROPERTY 0Ll'-'NE"----- 3'-o" ,iN ■ ~"PERMA-JOINT. STOP OR EQUAL-.Pl.Ati 6' STEEL FENCE POST AT END OF LINE TO 4'-0" ABOVE GROUND­ PAINTED GREEN SERVICE LINE-SEE SPECIFICATIONS GRADE = 1/4" PER FOOT MIN. 6' STEEL FENCE POST- PAINT TOP 1' OF POST GREEN J' TRACER WIRE 3 M LOCATOR DISK ~-I -FLOW ~ {MIN) I Lpvc CAP □R THREADED PLUG SECDA'{9 J. MINIMUM SEPARATION BETWEEN TAPS SHALL BE 18" 2. BACKFILL UNDER WYE TO BE CLASS 6 AGGREGATE BASE COURSE 95% COMPACTION DENSITY PER ASTM D-69B. VALVE: BOX it' ':ii 12 GAUGE ~ INSULATED "'COPPER TRACE 11, WIRE 2 • SQUARE: NUT. GATE VALVE: NOTES: MAGNETIC TRACER TAPE COLOR CODED BLUE WITH "WATER LINE LOCATED BELOw" PRINTED ON TAPE. TYPE "3M SCOTCHMARK" OR APPROVED EQUAL ~--+-COMPACT BACKFILL TO 98% STANDARD PROCTOR TO SURFACE TO SUPPORT VAL VE: BOX ER TYPE 6860 SERIES TYPE 160 WIDE OVAL BASE OR APPROVE:D EQUAL WATER MAIN 1. ALL VALVES ADJACENT TO FITTING SHALL BE MJ IN LINE VALVES TO BE MJ x M~ DESIGN LOCA T!ONS OF VALVE:S ARE OUTSIDE OF CONCRE:TE, CURB/GUTTER ANO VALLEY PANS: 2 INSTALLED VALVES WHICH CONFLICT WITH CONCRE:TE AREAS SHALL BE: RE:LOCATEO AT THE CONTRACTOR'S E:XPENSE. 3. THIS DE:TAIL DOE:S NOT APPLY TO HYDRANT ASSEMBLY VAL VE:S. 4. INSTALL VAL VE STEM E:XTE:NSION AS NEE:OEO TO INSURE THE DISTANCE FROM VAL VE BOX LID TO TOP OF NUT SHALL NOT E:XCE:EO 5'-0" 5. THE TRAGER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VAL vES ANO FIRE HYDRANTS THE WIRE: SHALL BE EXTENOE:O TOWARDS THE GROUND ON THE: OUTSIDE: OF THE VAL VE BOX UNTIL THE: WIRE IS WITHIN FOUR INCHES (4") OF THE TOP OF THE: LIO, AT WHICH POINT IT SHALL BE: BROUGHT BACK INSIDE: THE: BOX AND SECURE:L Y FASTENE:O SUFFICIE:NT SLACK IN THE OUTSIDE OF THE WIRE: SHALL BE: PRO VIDEO TO COMPE:NSA TE FOR ANY FUTURE: ADJUSTMENT TO THE VAL VE BOX E 8 u C: I E Ol 1/l i - L E G E N D - ET Y D T F F F G F C C ICV S T E W 1 2 3 4 5 6 7 8 9 10 Gr a p h i c S c a l e In F e e t : 1 " = 2 0 0 ' 0 1 0 0 2 0 0 40 0 Revision#Dw g N o . Jo b N o . Dr a w n b y : Pr i n t D a t e : Fi l e : PE : QC : 20 2 3 - 1 9 5 . 0 0 4 TB S 5/ 5 / 2 6 DK Re s e r v e - E x h i b i t S l o p e A n a l y i s DC Date By: C2 2 Of : Project Milestone: 2 2 PRELIMINARY NOT FOR CONSTRUCTION Garfield County, Colorado Si t e S l o p e A n a l y s i s P l a n Aspen Glen - The Reserve Ti t l e : \ 1:\2023\2023-1 95-AspenGlenReserve\002-Peak3-AspenGlenReserve\H-Dwgs\Civil\PS-SheetSet\Reserve-Exhibit Slope Analyis.dwg Plotted: 5/18/2026 1 :04 PM By: Tyson Sillery \ \ \ \ \ \ ""'':'-. 'if',.,,.,· . . \ \ ,~, ,.~:,-,i '(5f-•~) .. , .: ,ft;+_;,)"}:,,"f'-,"Jj / l ,(·~·-:t :"-_:',·:.,;,-f; f,;1(1):;:, .. /),':',{,, ~ ,,,. '•j• . • ,··-:,, #;_ • '<N,' •'-.; . 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'" "' 0, -~ ~ 0 0 ■ □ ■ r 0 co 6 SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com EXHIBIT M PRELIMINARY PLAN MAP - LEGEND - Approved: Location: The Reserve Garfield County Colorado Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File: 2023-195.001 JLW 04/30/2026 JLW Reserve-SP_2026 Da t e B y : 1 7Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 300' 0 150 300 600 CERTIFJCAJE Of DEDICATION AND OWNERSHIP The undersigned PEAK 3 RESERVE LlC, being the sole owner(s) in fee simple of all that real property situated in Garfield County, Colorado described as follows: PROPERTY DESCRIPTION: A tract of land situate in Lot 23 of Section 12, Lots 3, 4, 5, 8, 9, 10, 12, 13, 14, 15 and 16 of Section 13, Lots 1 and 2 of Section 24, all in Township 7 South, Range 89 West, end Lots 1, 8, 9 and 17 of Section 19, Township 7 South, Range 88 West of the 6th Principal Meridian being more particularly described cs follows: Beginning at the N1/4 corner of said Section 13;\hence, N00'11'14"W 198.54 feet along the west line of said Lot 23 of Section 12 to the westerly right-of-way line of County Rood 109; thence along the westerly right-of-way line of County Rood 109 the following courses: thence, S13'28'04"E 297.83 feet; thence, S09'05'41"E 567.76 feet; thence S17'42'56"E 744.93 feet; thence, S40'03'42"E 183.48 feet; thence, S32'40'06"E 479.34 feet; thence S20'26'02"E 555. 76 feet; thence 548.33 feet along the arc of o 5347.84 feet radius curve to the left, having a central angle of 5'52'29" and subtending a chord bearing S23'22'17"E 548.09 feet; thence, S26'18'31"E 854.10 feet; thence 231.08 feet along the arc of a 670.33 feet radius curve to the right, having a central angle of 19'45'06" and subtending a chord bearing S16'25'58"E 229.94 feet; thence S06'33'24"E 156.75 feet; thence 563.18 feet along the ore of a 1695.67 feet radius curve to the left, having a central angle of 19'01'46" and subtending a chord bearing S16'04'17"E 560.59 feet; thence, S20'41'20"E 13.75 feet; thence, S29'02'45"E 372.01 feet; thence S29'19'46"E 503.37 feet; thence S32'15'50"E 41.64 feet; thence S34'46'46"E 656.82 feet; thence S46'01'35"E 50.02 feet; thence S57'35'29"E 486.06 feet; thence S57'36'01"E 513.49 feet; The Reserve Preliminary Subdivision Plat Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado Description Total Area Building Envelopes Private Right of Way Private Open Space Undeveloped Area Developed Buildings SI][ DAIA IAE!LE Area % 158. 48 Acres 100.00% 17.38 Acres 11.0% 5.65 Acres 4.1% 101.39 Acres 64.0% 135.45 Acres 85.5% TBD TBD NQTIES: COUNTY COMMISSIONERS CERTIFJCA][: Driveway &: Parking 2 Off Street Parking Spaces per Lot 1. Purpose Statement: This mop hos been prepared pursuant to client request for o Subdivision Plat creating the Lot 1-10 end easements cs shown hereon. 2. 3. 4. 5. 6. 7. 8. 9. Basis of Bearings: Bearings shown hereon are based on an assumed bearing of NOOi0'44"E, the line between the C 1/4 Comer Section 13 a 3.25" aluminum cap on a ¾" diameter rebar and the North 1/4 Corner Section 13 o 5.5" steel axle on a 1" diameter pipe as shown hereon. Date of field survey. August 22, 2022. Units of linear measurements are displayed in US Survey Feet. SGM is not responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made. The property descriptions shown hereon are based on Commonwealth TIiie Company, Commitment No. 2020-08-154, having an effective date of 02/04/2025. Fences shown hereon have been shown cs they existed on the date of survey and do not necessarily depict limits of ownership. The property shown hereon is subject to all easements, rights-of-way, building setbacks or other restrictions of record, as such items may affect this property. This survey does not represent a title search by this surveyor to detemnine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easement end other encumbrances of record has been token from the title insurance commitment issued by Commonwealth TIiie Company, Commitment No. 2020-08-154, having an effective date of 02/04/2025. Every attempt has been made to show ell easements, rights-of-way, etc. referred to in the Schedule B2 Exceptions recited in said title insurance policy. Some such items may not be shown (i.e. Items 1-8) if they are standard title commitment exceptions, or if not sufficiently described in recorded documents to be shown graphically, or if they are situated on adjacent properties, or if they affect the property in general, etc. Garfield County requires that Lot owners shall maintain compliance with all existing Division of Water Resources well permits and conditions contained therein end compliance with any Division of Water Resources requirements for updating, amending, or reissuing permits serving the properties. 68. The following plat notes shall be included on all Final Plat(s) with Lots on the west side of C.R. 109: (A) Lots are subject to debris flow. Mitigation measures shall be addressed in a report prepared by a registered professional engineer. Any mitigation required shall be constructed in accordance with engineering recommendations. (B) State Forest Service Wildfire Prevention Guidelines shall be followed for residential construction. TIJJ,E CERTIFJCAJE I~------an attorney licensed to practice law in the State of Colorado, or agent authorized by a title insurance company, do hereby certify that I have examined the Title to all lands shown upon this Plat and that TIiie to such lands is vested in ___________ free and clear of all liens and encumbrances (including mortgages, deeds of trust, judgments, easements, contracts and agreements of record affecting the real property in this Plat), except as follows: DATED this __ day of TITLE COMPANY: Agent CERTIFJCAJE OF TAXES PAID; , A.O., 2026. I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable os of __________ upon all parcels of real estate described on this The Reserve Preliminary Subdivision Plot ore paid in full. Dated this __ day of --------A.D., 2026 Treasurer of Garfield County Based upon the review and recommendation of Garfield County Director of Community Development, the Board of County Commissioners of Garfield County Colorado, hereby approves this plat of The Reserve this __ day of ---~ A.O. 2026, for filing with the Clerk and Recorder of Garfield County and for conveyance to the county of any public dedications shown hereon, subject to the provisions that approval in no way obligates Garfield County for the financing of construction of improvement on lands, public roads, highways or easements dedicated to the public, except as specifically agreed to by the board of county commissioners by subsequent resolution. This approval shall in no way obligate Garfield County for the construction, repair or maintenance of public roads, highways or any other public dedications shown hereon. SURVEYOR'S CERTIFJCA][: Non-Residential None Chairman, Boord of County Commissioners Garfield County, Colorado Witness my hand and seal of the County of Garfield I, Joshua L Wilson, do hereby certify that I am a Professional Land Surveyor licensed under the laws of the State of Colorado, and that this plat is a true, correct and complete Plat of The Reserve Preliminary Subdivision as laid out, platted, dedicated and shown hereon, that such plat was made from an accurate survey of said property by me and under my supervision and correctly shows the location and dimensions of the lots, easements and streets of The Reserve Preliminary Attest: _____________ _ Clerk and Recorder Dela.ii Scale, 1' • 50' Subdivision as the some are staked upon the ground in compliance with applicable regulations governing the subdivision of land. In witness whereof I have set my hand and seal this __ day of ________ A.O. 2026. Registered Lend Surveyor Joshua L. Wilson Colorado PL5 # 38417 For, and on behalf of SGM Found 1/2" Rebar & 1" Yellow Plastic Cap Marked Property Corner 14111 *Note: For Line and Curve Tables See Sheet 7 S32' 15'50"E S34' 46' 46"E 656.82' S57'36'01 "E 513.49' Private Open Space Parcel 3 5.159 ac.± 224,717 sq. ft.± Found 5/8" Rebar No Cap ----r,/, S57'35'29"E 486.06' S46'01 '35 "E 50.02' Found 5/8" Rebar No Cap I I 0% CX) r--->-, n C 0 O 0 0.. C'J E no ...-,u 01 ,.,.., ..c C'J (.) • C 0 0 :z c,:: -~ Q) Q) (.) > ~ ·-0 c,:: 0... -0 i...'. -Q) Q) C :.;:::: 3:: 5 0 C) thence leaving said westerly right-of-way line of County Road 109, N81'57'00"W 935.60 feet; thence, N78'07'04"W 1324.40 feet to a point on the westerly line of said Lot 2 of Section 24; 10. The Right of Way for County Road 109 was established by holding a best fit between record bearings and distances and found monuments found the East Right of Way Line, then establishing the West Right of Way Line a distance of 60 feet, parallel to the East Right of Woy Line. thence N00'41'21"E 818.59 feet along the west line of said Lot 2 to the southeast corner of Lot 14 of said Section 13; 9. thence S89'05'51"W 1302.51 feet along the south line of said Lot 14 to the southwest corner of said Lot 14; The following PLAT NOTES 67 & 68 are a part of the Resolution recorded in Book 835, Page 305: By------------------ Deputy Found 5/8" Rebar & 41 .64' 1.25" Yellow Plastic Cap Marked SGM LS15710 Lot 10 ~ Found 3.25" Aluminum Cap I on 3/4" Aluminum Rod Marked Garfield County thence N00'10'18"E 5330.06 feet along the west line of said Lot 14, Lot 13, Lot 4 and Lot 3 of said Section 13 to the Point of Beginning. COUNTY SURVEYOR'S CERTIF)CATE; 67. The following plat notes shall be included on all Final Plats. County of Garfield Approved for content and form only and not the accuracy of surveys, calculations or drafting, pursuant to § 38-51-101 and 102. Have caused the described real property to be surveyed, laid out, platted and subdivided into lots and blocks as shown ,. on this Plat under the name and s\~e of The Reserve, a subdivision in the County of Garfield. The Owner(s) do(es) (A) Certain building locations may be subject to geologic and hydrologic hazards. All structures shall require the submittal of an engineering report addressing soils and geology conditions, foundation design and drainage prepared by a registered professional engineer. All site development, including building construction, shall be conducted in accordance with engineer~ stipulations. Doted this ___ day of ________ A.D., 2026 <D " o_ 0 .. © N 0 N hereby dedicate and set apart the following: Hereby dedicate(s) to the Public those those portions of said real property which are shown on the accompanying Plat and identified as 25' Wide Bike Path Easement as a perpetual easement for the purpose of bike and pedestrian use. z Hereby dedicate(s) to the Public Utilities those those portions of said real property which are shown on the m accompanying Plat and identified as Water Tank, Utility, and Access Road Easement as perpetual easements for the installation and maintenance of utilities, irrigation and drainage facilities including, but not limited to, electric lines, gas lines and telephone lines, together with the right to trim interfering trees and brush, with perpetual right of ingress and egress for installation and maintenance of such lines. Such easement and rights shall be utilized in a reasonable and i prudent manner. ~ © N 0 "1 o_ m I ~ (B) (1) No open hearth solid-fuel burning fireplaces will be allowed anywhere within Aspen Glen with the exception of four (4) fireplaces in the clubhouse and fireplaces currently in piece in existing residences; (2) All dwelling units will be allowed an unrestricted number of natural gas-burning fireplaces or appliances; end (3) All dwelling units will be allowed no more than one new woodbuming stove cs defined by C.R.S. 25-7-401, et seq. and the regulations promulgated \hereunder. Garfield County Surveyor /1=5'52'29" R=5347.84' L=548.33' Ch8=S23'22' 17"E ChL=548.09' County Road 109-~ Found 5/Bn Rebar Broken Cap Illegible 35' Rocky Mountain Natural Gas Easement Rec. No. 492247 V m V 5 Hereby dedicate(s) to the Public Utilities those portions of said real property which are described as follows: 11.5' along Front Lot Lines, 7.5' on each side of all Side Lot Lines and 15' along each Rear Lot Line as perpetual easements for the installation and maintenance of utilities, irrigation and drainage facilities including, but not limited to, electric lines, gas lines and telephone lines, together with the right to trim interfering trees and brush, with perpetual right of ingress and egress for installation and maintenance of such lines. Such easement and rights shall be utilized in a reasonable and prudent manner. Found 5/8" Rebar & 1-25" White Plastic Cap Marked SGM LS15710 (C) Lots may be located within the 100 year floodplain. Lots within regulated floodplain are subject to the regulations of Section 6: Floodplains of the Garfield County Zoning Resolution. Found 5/Sn Rebar No Ca m o_ 0 >' V m 0 <D / m ~ a 0 / ~ ~ m ~ a 0 I 7 ~ ill m V ~ C " " C V o_ m "' I w u I \-,..--: Hereby dedicote(s) to the Public Utilities those those portions of said real property which are shown on the accompanying Plat and identified as 20' Waterline Easement &: Natural Gas Facility Easement as perpetual easements for the installation and maintenance of utilities, irrigation and drainage facilities including, but not limited to, electric lines, gas lines and telephone lines, together with the right to trim interfering trees and brush, with perpetual right of ingress and egress for installation and maintenance of such lines. Such easement and rights shall be utilized in a reasonable and prudent manner. (D) Only one dog is allowed for each dwelling unit. S20"26'02"E 555.76' Found 1 /2" Rebar & 1.5" Aluminum Cap Illegible In eroding hillside Hereby dedicate(s) A blanket easement over and across Private Open Space Parcel 1 & Parcel 3 for the purpose of ingress, egress, and the installation, construction, maintenance, repair, replacement, and operation of existing and future utilities, including but not limited to water, sewer, s\omn drainage, electric, gas, and telecommunications facilities, together with the right of access for such purposes. Executed this ________ .day of ________ A.O., 2026. Found 1 /2" Rebar No Cap S9'05' 41 "E 567.76' S32' 40'06"E 479.34' S40'03'42"E Found 5/8" Rebar & 183.48' 1.25" Yellow Plastic Cap / \ . .\ Marked HCE Property Carner~ / ,. C> \ LS16342 • n'\'" 1 / '.\'e,/ \ S17"42'56"E _ -_,}':> ~ I .,. \ 744 _93 , -':> J><'.y, I \:5 . 11s1,ss6sq.ft.± ..> I.A·­\ ' Lot 3 > \ 4.706 ac.± / \204,97~.± \.., / ' / I.,, ~ ,,,.~ -t-\ Lot 1 \ 3 ui \ ,,. ,,.\ti'l-'l-, Found 3.25" Aluminum Cop on :.:. ~ 3.806 ac.± \ • N. l.-1' 3/4" Pipe i'I= 19'01 '46" R=1695.67' L=563.18' ChB=S1 6"04' 17"E S29' 19' 46"E 503.37' Subject Parcel Rec.No.476330 158.48 Acres± Private Open Space Parcel 2 88.523 ac.± 3,856,055 sq. ft.± Found 3' Witness Corner 1.25" Orange Plastic Cap on 5/8" Rebar 1991 T7S R88W Sec19 Lot 2 Sec 24 T7S R89W LSI 9598 Found 3.25n Aluminum Cap an 3/4" Aluminum Rod Marked HCE Inc. T7S RB9W Mo1ked HCE WC NEl/l 6 524 LS19598 I 1997 (f:-'""".'==:--=---------g._--- ---@ LS19598 \N0'39'15"E 818.59' Measured N0'39'75"E 507.62' Measured (N0'41'21"E) Record (N0'41'27"E) Record Found 3.25~ Aluminum Cop on 1" Pipe ~ U} Marked HCE Inc. <O co T7S R89W c:i <q El/16 S13/S24 .,. a 1997 0 u,y LS19598 .,,. (11 ~~ uJ- 0 (,J ND • N 0, . -(11 i::~ (I) ::0 " (I) "' " "; 0 (I), Q_ Q_ Garfield County Parcel No.23952400034 Owner: Crystal River Ranch Co. LLP ""' -Found Monument as described @ -Found Monument as described 0 -Found No.5 Rebar & 1.25" Blue Plastic Cap Marked LS 38417 • -Set 1 B" Long No.5 Rebar PEAK 3 RESERVE LLC State of Colorado ) )ss County of Garfield) Owner Sl 3•28 ,04 ,,E . --'2>, ~165,797 sq. ft.± 0 J ::;I_ MTloSrkeRdBgHwCE Inc. ~=~~!~b~~;=:~;===----f~~:!::;";~~-]~~~~~=~~:~------------;j~~~~~~'!!,__;~l!!,~!.'..., ______ 7:':::':::".:":::7:--;:-;;;::;--;:---:-------------------~l Found 5/8" Rebar & 297.83' _ _; -~ff Cl/4 Sec13 1.25"' l'Jhite Plastic Cop ----Paint of Beginning 911.55' ~ t,1B•59 '27 """ t~i°i59 s S0'10'44"W 4419.59' ~;{\;//GM ,F:nd 1/2" Rebar N 1/4 Comee Section 13 (N00'1D'18 "E) Record (Noo·10'18"E) Record r--65.80' ~ & 1.25" Blue Plastic Cap Marked LS 3841 7 - - - - - - - -Existing Easement - - - - - - - -Dedicated Easement per this Plat -------,~--Fenceline I n N 0 N / n N The forgoing certificate of dedication and ownership was acknowledged before me this -~day of _________ ~A.D., 2026 0 ;J by--------------- 2 u .<1,1, as 2 ------------------- ~ m V 0 u 0 E ry My commission expires: ___________ _ Witness my hand and official seal ;:, Notary Public No Cap Found 5.5" Steel Axle Private Open Space Parcel 1 NO-1 o· 44"E 2703. 15' Measured so· 1 o' 44"W 2627 .99' Measured Found Witness Carner C"'); I " p· 10.708ac.± Bas·1s of Bear·,ngs 3.5" Brass Cap on .r., on ,pe 466,447 sq. ft.± (NOD' 10' 18"E 5330.06') Record 3"' Pipe , '"'°' · ~---------------------------------------N0'10'44"E 5331.14' Marked Coonty S"'"Y" r~V No·11'1o·w 199.54' (N00'11'14"W) ( 198.54') Record Garfield County Parcel No.239513200968 Owner: Bureau of Land Management I T7S R89W 1'.J 1/4 13/24 r-_flJ Garfield County Parcel No.239513300001 Owner: Crystal River Ranch Co. LLP WC 1975 -J Garfield County, CO. g ERK AND RECORDER'S CERTIFJCAJE: This The Reserve Subdivision Plat was filed for record in the office of the Clerk and Recorder of Garfield County ot o"clock _M on the __ day of __ 2026, as Reception No. _____ _ Clerk and Recorder By----------------- Deputy Approved: Title: Building Envelopes Lots 1, 2, & 3 Water Tank, Utility, and Access Road Easement Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File: 2023-195.001 JLW 04/30/2026 JLW Reserve-SP_2026 Da t e B y : 2 7Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 0 u 0 CURVE C7 C2 C3 C4 C28 C29 C46 LINE # LI L2 L3 L4 L21 L22 L23 CURVE EC1 EC2 EC3 EC4 EC5 EC6 EC? ECS EC9 LINE # EL I EL2 EL3 EL4 ELS # ARC LENGTH RADIUS 81.06' 60.00' 50.94' 60.00' 136.67' 394.99' 189.27' 887.04' 154.10' 445.01' 279.27' 837.04' 87.44' 60.00' LINE TABLE BEARING DISTANCE S21'17'00"E 52.03' N32'34'35"W 395.22' N32'34'35"W 66.91' N12'20'30"W 157.96' S03'01 '37"E 112.93' S32'34'35"E 309.64' SI 2'20'30"E 158.14' # ARC LENGTH RADIUS 19.28' 496.55' 28.22' 355.33' 23.53' 325.79' 62.77' 48.76' 41.72' 103.69' 52.26' 142.65' 98.83' 60.95' I 06.03' 327.37' 24.99' 618.60' LINE TABLE BEARING DISTANCE S22' I I' 46"W 21.47' S22'36'28'W 51.03' N60'34'24'W 37.75' N39'35'03"W 34.90' S52'51'45"W 55.00' Private Open Space Parcel 1 10.708 ac.± CURVE TABLE DELTA ANGLE CHORD BEARING CHORD LENGTH The Reserve Preliminary Subdivision Plat 77'24' I 5" S54'46'17''W 75.03' 48'38'34" N08'1 5'07"W 49.42' 7 9·49'00" N22'39' 40"W 135.93' 12'13'30" N18'27'15''W 188.9 I' 19'50'25" S22'38'59"E 153.33' 19'06'58" S21'53'59"E 277.98' 83"29'58" S44"46'36"E 79.91' CURVE TABLE Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. DELTA ANGLE CHORD BEARING CHORD LENGTH 2'13'28" 4'33'02" 4"08'20" 73·45'57" 23'03' I 7" 20-59'21" 92'54'17" I 8'33'26" 2' 18'53" / / S23'18'30"W S24'28'17"W S24'40'38"W S59'29'24"W N72'06'02''W N50'04' 43''W N86'02'12"W S56'47'23"W S64'54'39''W / / / / 19.28' 28.21' 23.53' 58.53' 41.44' 51.96' 88.35' I 05.57' 24.99' / / ,,/\ / I ,., ,., I ,., _,, I ,, I // I ,, ,, I / I ,.,,., I C46 ,, ,, I _,,~ I ,,o,':l I ,,~ I / ,;,'II ,., ,()o I ~~ I ,, ,,°"':i I / ,., :z I ,, ~I / -": / N\ / ~\ / ~ _,,,., w,\ ,, r,i I / "' / ~1 / 01 / 0 <'/ ~-11 \ Lot 1 3.806 ac.± 16s,191 sq. 1t.± I Building Envelope I 93,930 Sq. Ft. ± I I I I I I I I I I I I Private Open Space Parcel 2 88.523 ac.± _.. _.. _.. . _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. ' 30.0' '\ _.. \ \ _... \ _... _.. Water Tank, utilly, and Access Road Easement ®_.. _.. _.. _... _.. _.. _.. _.. _... _.. _.. _.. _.. --- _.. _.. _.. _.. . _.. _.. -~ _.. . _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. 1.23 _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. 1,.4 _.. . _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. -_.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.. _.._..-Private _.. _.. _.. _.. _.. Open Space _.. _.. _.. Pa_i:cel-1 _.. _.. _.. 10J08 ac.± Building Envelopes Lots 4, 5, & 6 Approved: Title: Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File: 2023-195.001 JLW 04/30/2026 JLW Reserve-SP_2026 Da t e B y : 3 7Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 C 0 " 0 u 0 ,.,. ,,,. ,,,. The Reserve Preliminary Subdivision Plat Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado / / / / / / / / / / / / / / / / / / ,.,. ,,,. ,,,. ,,,. ,,,. ,,,. ,,,. ,,,. ,.,. ,,,. ,,,. ,,,. ,,,. ,,,. ,,,. ,,,. ,,,. ,,,. / ,,,. ,.,. ,,,. / / ,,,. / / ,.,. ,,,. Private / / / ,,,. Open Space ,.,. ,.,. ,.,. Parcel-1 ,,,. ,,,.10JQ8 ac.± Private Open Space Parcel 2 88.523 ac.± CURVE C4 C5 C6 C7 cs C9 C10 C29 C30 C31 C32 LINE # L5 L6 L7 L24 L25 L26 g r o / ;;;1 [; I I I I I I # ARC LENGTH RADIUS 189.27' 887.04' 106.69' 887.04' 191.85' 917.61' 70.76' 1192.03' 183.13' 1192.03' 156.08' 1 503.70' 399.80' 1 503.70' 279.27' 837.04' 202.30' 967.61' 243.24' 1142.03' 647.50' 1 553.70' LINE TABLE BEARING DISTANCE N31'27'2B"W 170.00' N19'28'45"W 100.00' N31'40'57"W 50.00' S31'27'28"E 170.00' S19'28'45"E 100.00' s37·40'57"E 50.00' C11 CURVE TABLE DELTA ANGLE CHORD BEARING CHORD LENGTH 1 2' 13'30" N18"27'15''W 188.91' 6'53'28" N28'00' 44''W 106.62' 11'58'44" N25'28'07"W 191.50' 3'24'04" N21'10'46"W 70.75' 8'48'09" N27'16'53''W 182.95' 5·55'49" N28'42'32''W 156.01' 1 5' 14°02" N18"07'07"W 398.63' 1 9"06'58" s21·53'59"E 277.98' 11'58°44" S25'28'07"E 201 .93' 12·12·12" S25'34°51 "E 242.78' 23'52'41" S 19' 44' 37"E 642.83' Approved: Title: Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File:Reserve-SP_2026 Da t e B y : 4 7Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 Building Envelopes Lots 7 & 8 2023-195.001 JLW 04/30/2026 JLW / The Reserve Preliminary Subdivision Plat Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado C35-- / / / / / / / / / / / ,.,, c15 / / / / / / / Private Open Space Parcel 2 88.523 ac.± CURVE C 11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C33 C34 C35 C36 C37 C38 C40 C41 C42 C43 C44 C45 \ \ # C43---..... \ \ \ \ \ \ \cg, \'--" \\:i,, \ i-0 (4- \ 0 \'{'o \cD \(j)· \ \ \ \ \ \ \ \ ARC LENGTH RADIUS 70.79' 1503.70' 40.78' 395.14' 252.59' 441.86' 177.74' 461.76' 58.49' 461.76' 132.77' 225.00' 58.47' 175.00' 120.74' 225.00' 111 . 59· 178.70' 118.74' 413.55' 128.15' 413.55' 45.94' 445.14' 224.00' 39186' 261.80' 511.76' 36.54' 36.25' 103.27' 175.00' 34.22' 27.25' 37.29' 36.25' 17.50' 14.25' 93.91' 175.00' 142.94' 228. 70' 217.04' 363.55' 67.29' 349.61' / CURVE TABLE / / / / /~--­ / / / Lots 7.431 ac.± / 323,690 sq. ft.± / / / Building Envelope 98,803 Sq. Ft. ± Private ,,,,,, / Open Space Jarcel 3 ,, ,,, 5.159 ac.± LINE DELTA ANGLE CHORD BEARING CHORD LENGTH LS L9 2'41'50" N09"09' 11 "W 70.78' L 1 0 5·54' 49" N04"50'52"W 40.76' L 11 32"45'11" N 18" 16'03''W 249.1 6' L27 22"03'15" N23"37'01 "W 176.64' L28 7"15'25" N08"57' 41 ''W 58.45' L29 33'48'38" N22'14'17"W 130.86' L30 19'08'40" N29·34'1 s"w 58.20' L33 30·44'47" NJs·22'2o"w 119.30' L34 35·45·34" N32"50'27"W 109.88' L36 16'27'04" N23'09' 42''W 118.33' 17'45'16" N40'15'51''W 127.64' 5·54' 49" S04"50'52"E 45.92' 32"45'11" S18"16'03"E 220.97' 29'18'40" S19'59'1 B"E 258.96' 57'45'15" N32"15'14"E 35.01' 33"48'38" S22'14'17"E 101.78' 71'57'30" S82'53'23"E 32.02' 58'56'24" N89'23'56''W 35.67' 70•22'55" S25'56'25"W 16.42' 30'44'47" S35'22'20"E 92.79' 35·45'34" S32'50'27"E 140.62' 34' 12'20" S32'02'20"E 213.83' 11'01'41" S43'37'39"E 67.19' / / / / / / / / / / / LINE TABLE # BEARING DISTANCE N07"48'16"W 1 00.00' N39'08'36"W 71.69' N19'59'56"W 117.78' N14·55'1 o"w 120.00' SOT48'16"E 1 oo_oo' S29"02' 45"E 157.36' N61'07'52"E 10.27' S39'08'36"E 43.58' S29"02'45"E 87.19' S61"07'52"W 19.76' S14'56' 1 0"E 120.00' / / v-u"<?-;':-/ \ // ,,_'0 / Ci C21 Approved: Title: Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File:Reserve-SP_2026 Da t e B y : 5 7Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 Building Envelopes Lots 9 & 10 2023-195.001 JLW 04/30/2026 JLW 0 u 0 The Reserve Preliminary Subdivision Plat Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado --------------------?,oad\09 --co1.1n\'1 --/ / ----/ - --C26 - -----------. ~ ---- -- -- czo \ \ \ \ \ \ -- -- \ \ \ _o ------- ----- -- 1---------------~· -:i • --\/,ol)O\OIO \ --\>_oc'I-J 1:_ase((leo -1-10\1)\0I GOS 497,'!jjl_ -- y ;." ]' 1 ----c,r/::i --- C21 -- -- 0 Private 'Pens P. Pace arceJ 2 8B.s23 a C . .t / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / w l ~ ' I w N C:: -"'I~ ro -~1m • 0 co I . r---ro z 1 ro I / / / / / / / / / / / / / / CURVE C20 C21 C22 C23 C24 C25 C26 C44 C45 LINE # L 12 L 13 L14 LI 5 L 16 L 17 L 18 L37 # ARC LENGTH RADIUS 118.74' 413.55' 128.15' 413.55' 57.67' 299 61' 30.62' 50.00' 73.33' 60.00' 111 .35' 60.00' 40.55' 60.00' 217.04' 363.55' 67.29' 349.61' LINE TABLE BEARING DISTANCE N38"06'48"W 124.08' N03"01 '52"W 87.02' N36"24'38"W 417.24' N51"04'35"W 381 .44' S44" 45 '45 "E 209.54' S78"08'30"E 224.10' s32•00'15"E 267.54' S38"06'48"E 258.51' 0 Private 'Pen Sro~ P, M:1Ce arce/ 3 5.159 a C . .t CURVE TABLE DELTA ANGLE CHORD BEARING 16"27'04" N23"09'42"W 17'45'16" N40"15'51"W 11 "01 '41" N43"37'39"W 35'04'56" N20•34'2o"w 70·01'32" N38"02'38"W 105·20·1 o" S53"46'32"W 38"43'15" S18"45'11 "E 34' 12'20" S32'02'20"E 11"01'41" S43"37'39"E CHORD LENGTH 118.33' 127.64' 57.58' 30.14' 68.85' 96.05' 39.78' 213.83' 67.1 g' Approved: Title: Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File:Reserve-SP_2026 Da t e B y : 7 7Of : ..PLS: Graphic Scale In U.S. Feet : 1" = 50' 0 25 50 100 Waterline & Natural Gas Facility Easement 2023-195.001 JLW 04/30/2026 JLW 0 u 0 The Reserve Preliminary Subdivision Plat Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado LINE TABLE LINE # BEARING DISTANCE L54 N12·45•01 "E 69.53' L55 N57"36'01 "'W 34.68' L56 S12'07"05"W 83.84' L57 N82"00'75"W 31.84' L58 N87"17"05"E 78.91' L59 N83"32'39"W 6.62' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Building Envelope 143,064 Sq. Ft. ± I I I I I I I I I I I I I I I I I I f?! cy·I ,J}! /.<.1 I ;___ I ·"' I /J; (/]! VJ/ I I I I I I I I I I I I I I Private Open Space Parcel 3 5.159 ac.± 20' I I I I I I I l I I '­ / I 0, ... o;j l(J - 0 0 C\/ ~ Natural Gas Facility Easement ' I I I I I I I I I I Approved: Title: Re v i s i o n # Sheet No. Th e R e s e r v e Pr e l i m i n a r y S u b d i v i s i o n P l a t Job No. Drawn by: Date: File:Reserve-SP_2026 Da t e B y : 7 7Of : ..PLS: Line & Curve Tables 2023-195.001 JLW 04/30/2026 JLW 0 u 0 LINE TABLE LINE # BEARING DISTANCE L1 S21"17'00"E 52.03' L2 N32":34'35"W 395.22' L3 N32"34'35'W 66.91' L4 N12'20'30'W 157.96' L5 N31'27'28"'W 170.00' LB N19"28'45"W 100.00' L7 N31"40'57"W 50.00' LS NOT48'16'W 100.00' L9 N39"08'36"W 71.69' L 10 N 19·59'5s•w 117.78' L 11 N 14·55• 1 o·w 120.00' L 12 N38'06" 48"W 124.08' L 13 N03'01 '52"W 87.02' L 14 N36"24'38"W 417.24' L 15 N51"04'35"W 381.44' L 16 S44"45'45"E 209.54' The Reserve Preliminary Subdivision Plat Situated in Section 12, 13, & 24, Township 7 South, Range 89 West of the 6th P.M. & Section 19, Township 7 South, Range 88 West of the 6th P.M. Garfield County, Colorado LINE TABLE CURVE TABLE CURVE TABLE LINE # BEARING DISTANCE CURVE # ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH CURVE # ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L17 S78"08'30"E 224.10' C1 81.06" 60.00' 77•24•15•• S54'46°17"W 75.03' C22 57.67' 299.61' 11·01•41•· N43'37°39°0W 57.58" L18 ss2·00·1s"E 267.54' C2 50.94' 60.00' 48"38°34" N08"15'07"W 49.42' C23 30.62' 50.00' 35·04'55" N20·34'2o"w 30.14' L19 N48"21'14"E 142.09' C3 136.61' 394.99' 19·49'00" N22'39'40"W 135.93' C24 73.33' 60.00' 70"01 '32" N38"02°38"W 68.85' L20 S82'00'15"E 667,28' C4 189.27' 887.04' 12'13'30" N18"27'15"W 188.91' C25 111.35' 60.00' 106"20' 1 O" s53·45•32•·w 96.05' L21 S03'01 '37"E 112.93' C5 106.69' 887.04' 5·53'28" N28"00'44"W 106.62' C26 40.55' 60.00' 38"43'15" S18"45'11 "E 39.78' L22 S32"34'35"E 309.64' C6 191.85' 917.61' 11·55'44" N25"28'07"W 191.50' C27 25.79' 50.00' 29"32'58" S17"48'06"E 25.50' L23 S12"20'30"E 158.14' C7 70.76" 1192.03" 3'24"04" N21"10'46"W 70.75' C28 154.10' 445.01' 19·50•25•• s22·35•59"E 153.33" L24 S31"27'28"E 170.00' CB 183.13' 1192.03" 8'48°09" N2T16"53''W 182.95' C29 279.27' 837.04' 19'06"58"" S21"53"59""E 277.98' L25 S19"28'45"E 100.00' C9 156.08' 1503.70' 5·55'49" N28'42'32"W 156.01' C30 202.30' 967.61' 11·55'44'" S25'28"07"E 201 .93' L26 S31'40'57"E 50.00' C10 399.80' 1503.70' 1 s· 14'02" N18"07'07"W 398.63' C31 243.24' 1142.03' 12"12'12" s25·34'51 "E 242.78' L27 SOT48'16"E 100.00· C11 70.79" 1503.70" 2"41"50" N09"09"11 ''W 70.78' C32 647.50" 1553.70' 23"52'41" S19"44"37"E 642.83' L28 S29'02'45"E 157.36" C12 40.78' 395.14' 5•54'49" N04'50'52"W 40.76' C33 45.94' 445.14' 5•54' 49" S04'50'52"E 45.92' L33 S29'02'45"E 87.19' C13 252.59' 441.86' 32'45'11 •• N18'16'03"W 249.16' C34 224.00' 391.86' 32'45'11" S18' 16'03"E 220.97' L36 S14"56'10"E 120.00' C14 177.74' 461.76' 22·03' 15" N23"37'01 "W 176.64' C35 261.80' 511.76' 29"18'40" S19"59'18"E 258.96' L37 S38"06'48"E 258.51' C15 58.49" 461.76' 7"15°25" N08"57'41 "W 58.45' C37 103.27' 175.oo· 33"48'38" S22'14'17"E 101.78" C16 132.77' 225.00' 33"48'38"" N22"14'17"W 130.86' C42 93.91' 175.oo· 30"44'47" S35"22'20"E 92.79' C17 58.47' 175.00' 19"08' 40" N29"34'16"W 58.20' C43 142.94' 228.70' 35·45'34" S32"50'27"E 140.62' C18 120.74' 225.00' 30·44'47"' N35"22'20"W 119.30' C44 217.04' 363.55' 34·12·20" s32·02·2o"E 213.83' C19 111.69' 178.70' 35·4s•34•• N32"50'27"W 109.88' C45 67.29' 349.61' 11·01 •41 •· S43"37"39"E 67.19' C20 11 B.74' 413.55" 1 6"27'04" N23'09" 42''W 118.33' C46 87.44' 60.00· 83"29"58" S44'46"36""E 79.91" C21 128.15' 413.55' 17"45'16" N40"15'51"W 127.64' T EXHIBIT N OPEN SPACE PLAN The Reserve Open Space Plan Map and Land Use Summary Table Prepared May 7, 2026 by The Land Studio, Inc. Reserve Hillside Open Space 88.52 Acres±(55.86%) Reserve Common Open Space 15.867 Acres±(10.01%) Reserve Residential Lots 48.448 Acres± (30.57%) Reserve Building Envelopes (within lots)17.38 Acres± Reserve Road ROW 5.65 Acres±(3.56%) Total Reserve Land Area 158.48 Acres (100%) Subject Parcel A Portion of Aspen Glen Filing No. 1 Reception No. 476330 158.48 Acres± 0 200 400 800 1200 2000north1 2 3 4 5 6 8 9 10 7 EXHIBIT O LANDSCAPE PLAN & VEGETATION MANAGEMENT PLAN Notes Warranty plants and trees for one year after final acceptance. Replace dead or dying materials not in vigorous, thriving condition as soon as weather permits. Determine locations of underground utilities and perform work in a manner which will avoid possible damage. Plants shall be specimen quality, typical of their species or variety. Plant trees and shrubs in pits 12' larger than tree ball, backfill with a mix of 2 parts topsoil and 1 part Nutri-Mulch. Install "Weed Restrictor Fabric" between soil and rock or bark mulch. All plant materials will be irrigated with an undergroud drip zone system. Prepared by: The Land Studio, Inc 365 River Bend Way Glenwood Springs, CO 81601 (970) 927-3690 landstudio2@comcast.net LANDSCAPE PLAN w/IRRIGATION NOTES Landscape Plan The Reserve MAY 8, 2026 L1 Rivendell's Native Low Grow Seed Mix Rate: 1/2 lb per 1,000 sq. ft. 20% Blue Fescue 15% Blue Grama 15% Rocky Mountain Fescue 15% Canby Bluegrass 10% Indian Ricegrass 10% Sandberg Bluegrass 10% Sideoats Grama 2.5% Alpine Bluegrass 2.5% Bottlebrush Squirreltail (2) Sienna Glen Maple (10) Shenandoah Switchgrass (3) Low Grow Sumac Plant Materials Legend Trees QTY SIZE COMMON NAME BOTANICAL NAME 3 2.5” Sensation Boxelder Acer negundo 3 2” Canada Red Chokecherry Prunus virginiana 2 2.5” Sienna Glen Maple 20 8’ ht. Pinyon Pine Pinus edulis Shrubs 9 #5 Low Grow Sumac Rhus aromatica ‘Gro-Low’ Perennial & Grasses 20 #5 Shenandoah Switchgrass Panicum virgatum ‘Shenandoah’ 8 #1 Moonshine Yarrow Achillea ‘Moonshine’ 8 #1 Walker’s Low Catmint Nepeta x Faassen’s ‘Walker’s Low’ (9) Pinyon Pine (6) Pinyon Pine (1) Canada Red Chokecherry (2) Sensation Boxelder (6) Pinyon Pine (1) Canada Red Chokecherry (2) Sensation Boxelder (10) Shenandoah Switchgrass (6) Low Grow Sumac (8) Moonshine Yarrow (8) Walker's Low Catmint Automatic Gate with Fire District approved access 0'20'40'80' All disturbed areas to be reseeded with low grow native seed mix ........... -----\ ..,.....,..,,...,,,.... \ ............... ' _.,........ ' \ The Reserve at Aspen Glen Vegetation Management Plan Vegetation on the site consists of sagebrush, rabbit brush, smooth brome, western wheatgrass and other herbaceous species. Beyond the building envelopes a northeast facing slope dominated by pinyon, juniper woodlands extends beyond the parcel boundaries to the south and west. The applicant seeks to preserve the land outside of the development envelopes as open space. New landscaping within 20’ of the house will be limited to shrubs or perennials. All other vegetation within 20’ of the house will be kept to less than 12 inches in height. Irrigation will be required for each homesite. Future owners of the proposed lots will be responsible for any landscaping as part of construction on their lots. Disturbed areas from construction such as roads, driveways, and new utility areas should have the existing topsoil stockpiled and then replaced on the disturbed areas to the extent possible. Imported soils are more likely to be contaminated with other weed seeds and therefore should be avoided. After final grades are established and topsoil is spread, reseeding should take place with a native grass mix allowed in Garfield County. A sprinkler system should be used following planting to encourage healthy plants right away giving weeds less of a chance to become a problem. In the seasons following planting, noxious weed control should take place twice yearly in the disturbed and newly planted areas until well established plants are healthy and cover the bare soil. Other weed management beyond the disturbed areas should be done twice each year. This should include locating and either cutting or selective spot spraying any noxious weeds as shown on the map of noxious weeds for the property. 0 200 400 800 1200 2000north 01 02 03 04 05 06 07 08 09 10 11 12 14 13 15 16 17 18 19 20 21 22 1 2 3 4 5 6 8 9 10 7 1 2 3 4 5 6 8 9 10 View 1 View 2 View 3 View 4 Ridgeline above project The Reserve Visual Analysis Map N View 1 Looking north View 2 Looking north View 3 Looking south View 4 Looking south EXHIBIT Q STATEMENT OF LAND VALUE May 5, 2026 Garfield County Planning Department 108 8th St #401 Glenwood Springs, CO 81601 To Whom It May Concern: This letter is to inform you that Peak3 Reserve, LLC, a Colorado limited liability company and an affiliate of the undersigned, is the Owner of certain real property located on Country Road 109, Carbondale, Colorado 81623. The stated value of the subject property is $2,200,000. If you have any questions or require additional information, please contact the undersigned at bryant@peak3aspen.com or office@peak3aspen.com. Sincerely, _________________________________________ Bryant Ragan, Manager Peak3 Reserve, LLC CONSTRUCTION + DEVELOPMENT+ ESTATE MANAGEMENT • 310 Market St, Basalt, CO 81621 • www.peak3aspen.com A EXHIBIT R RESOLUTION 92-056 O'CLOCK 'P .M. JUN 2 9 1992 MILDRED, ALSDORf, COU:\ITY CLERK STATE OF COLORADO ) )ss. COUNTY OF GARFIELD ) BOOK 8~35 PAGE305 At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held at the Courthouse in Glenwood Springs on Monday, the 29th day of June, 1992, there were present: Arnold L. Mackley , Commissioner Chairman Marian I. Smith , Commissioner Elmer (Buckey) Arbaney, Commissioner Don K. DeFord , County Attorney Mildred Alsdorf , Clerk to the Board when the following proceedings, among others wer~ had and done, to-wit: RESOLUTION NO. 92-056 RESOLUTION CONCERNED WITH THE APPROVAL OF AN APPLICATION OF THE ASPEN GLEN COMPANY FOR THE ASPEN GLEN PLANNED UNIT DEVELOPMENT REZONING AND APPROVAL OF ITS PLAN WHEREAS, the Aspen Glen Company has filed an application with the Board of County Commissioners of Garfield County, Colorado, for approval of the Aspen Glen Planned United Development rezoning and its Planned Unit Development plan; WHEREAS, the Board of County Commissioners has now considered that application. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, that based upon the evidence, sworn testimony, exhibits, study of the comprehensive plan for the unincorporated areas of Garfield County, comments from the Garfield County Department of Regulatory Of fices and Personnel, and the Garfield County Planning Commission, and comments from all interested parties, this Board enters the following findings and conclusions: FINDINGS 1. The application was filed with the Regulatory Offices and Personnel Department of Garfield County on March 3, 1992, and referred to the Planning Commission on March 9, 1992. 1 2. The Garfield County Planning Commission reviewed the application and recommended approval of the application with certain conditions on May 7, 1992. 3. The Board of County Commissioners established a date for public hearing on the application to commence on June 1, 1992 at 2:00 p.m. 4. Pursuant to evidence produced at the public hearing on this application, the Board finds: a. All property owners adjacent to the property that is the subject of this application received notification of the date, time and location of the above referenced public hearing by certified mail, sent at least fifteen (15) days prior to the commencement of the hearing; b. Notification of the public hearing was published in a newspaper of general circulation at least thirty (30) days prior to the commencement of the hearing; c. The substance of the mailed and published notifications substantially informed interested parties of the subject matter and location of the requested rezoning. d. The Board of County Commissioners has jurisdiction to conduct the public hearing on the application and render a decision thereon. 5. The hearing before the Board was extensive and complete, that all pertinent facts, matters and issues were submitted, and that all interested parties were heard at the hearing. 6. Pursuant to Section 4.02 of the Garfield County Zoning Resolution of 1978, as amended: a. The PUD will provide necessary commercial and recreational facilities conveniently located to housing; b. The PUD zone district text and map direct the dwelling type, bulk, density and open space in a manner consistent with existing zoning laws; c. The PUD provides a variety of housing types in a layout allowing for open space ancillary to the buildings; d. The PUD will provide a more efficient sewage disposal system through the development of a regional wastewater treatment facility; 2 e. The PUD will minimize the traffic burden through the development of an upgraded State Highway intersection and the improvement of County Road 109 at the partial expense of the developer; f. The PUD, if developed to its full extent, will result in an increased assessed valuation to the property; g. The PUD process was used to develop a plan for the area that preserves the site's relationship to the r.iver, valley floor, and adjoining hillsides; h. The PUD will be developed in phases consistent with the ability of the infrastructure's capability to meet the development's needs. 7. The PUD, subject to strict compliance with conditions set ~orth herein, is in general conformity with the Garfield County Comprehensive Plan, pursua~t to the provisions of Section 4.04 of the Garfield County Zoning Resolution of 1978, as amended, and Section 24-67-105(1), C.R.S., as amended. 8. Subject to Section 4.07.01 of the Garfield County Zoning Resolution of 1978, as amended, the Board of County Commissioners herein find that subject to strict compliance with the conditions set forth herein, the Aspen Glen Planned Unit Development will maet the standards and requirements of Section 4.00, et seq. of that Zoning Resolution. 9. The requirements of • Section 4. 07. 03 of the Garfield County Zoning Resolution of 1978, as amended, are met as follows: a. Subject to the conditions set forth herein, the impacts of the PUD and its surrounding area are appropriate with all unreasonable adverse affects being minimized; b. The proposed PUD provides adequate internal street circulation fer the traffic generated by the development. The private internal streets provide adequate access for fire and police protection, as well as bicycle traffic; c. Under the conditions set forth herein, the PUD provides adequate parking for all proposed uses; d. Under the terms and conditions set forth herein the Aspen Glen PUD provides common open space that is adequate both for the usage of its own residents, as well as members of the public. Through use of dedicated public areas, as well 3 as common open space, the including the Roaring Fork habitats are preserved development; BOOK 835 PACE3l18 natural features of the terrain, River, the wetlands, and wildlife and incorporated within the e. Under the terms and conditions set forth herein, the Aspen Glen PUD provides for a variety of housing types including single family units on various lot sizes and multiple family units. Additionally, commercial and recreational facilities necessary for the enjoyment of the development are provided on site. The common open space provides a variety of recreational activities including golf, boating, fishing 1 hiking and horseback riding; f. Under the terms and conditions set forth herein, adequate privacy is provided between the dwelling units through lot sizing, building envelopes, and architectural control; and g. Under the terms and conditions set forth herein, the PUD provides pedestrian ways and trails abutting natural terrain features to and along recreational features including the golf course for internal pedestrian circulation. 10. Subject to the conditions set forth herein, and pursuant to the terms of Section 4. 07. 04 of the Garfield County Zoning Resolution of 1978, as amended, the Board of County Commissioners hereby waives and modifies the maxi.mum building height limitations to allow an increase in heights for the following reasons: a. Under the conditions set forth herein, the increase allowed will have little affect on surrounding slopes and mountainous terrain; b. Under the terms and conditions set forth herein, and pursuant to agreements with adjacent landowners, the visual affects on adjacent sites will be minimal; c. There will be no extreme contrast or influence upon vistas and open spaces for the building heights allowed herein; and d. The uses of the buildings for which building height increases are sought are of a magnitude requiring increased height. 11 . The proposed PUD, under the terms and conditions set forth herein, will allow clustering of development in some areas permitting the creation of additional open space. 4 12. The overall density of the development, under the terms and conditions set forth herein, and pursuant to the provisions of Section 4.07.06 of the Garfield County Zoning Resolution of 1978, as a.mended, will allow development of less than four (4) dwelling units per acre. However, no transfer of densities within the PUD shall be permitted from those zone districts and densities approved herei~ under the terms and conditions set forth herein. 13. The PUD exceeds the minimum number of acres required for PUD size. 14. More than 25% of the PUD is devoted to common open space. 15. Under the terms and conditions set forth herein and pursuant to the PUD Development Plan attached hereto as an exhibit, the PUD demonstrates the location and total acreage for each proposed use together with the limitations on lot size and total density within each use. 16. Pursuant to the conditions set forth below, all uses by right, conditional uses, minimum lot areas, minimum lot coverage, minimum set backs, maximum height of buildings, and all other use and occupancy restrictions applicable to this PUD are hereby approved by the Board of County Commissioners as set forth herein. 17. Pursuant to the provisions of Section 4. 08. 05 of the Garfield County Zoning Resolution of 1978, as amended, the applicant included in their written request for PUD rezoning all of the following: a. A statement of ownership interest and written consent of all property owners; b. A proposed plan indicating the maximum number of dwelling units, the minimum acreage, dedicated common open space, type of proposed uses and acreage devoted to uses, a proposed major internal circulation system, the acreage dedicated to school sites or payment in lieu thereof, the general location of commercial sites within the PUD, the manner in which provision for water, sewer, telephone, electric, and gas would exist, and other necessary restrictions sought by the applicant; c. A regional location map showing the location of the proposed PUD in relationship to connecting roads and other public facilit~es; d. A site map indicating the boundaries of the PUD, its acreage, existing structures, and existing zoning; 5 e. A site topographic map with intervals was tendered. Additionally, floodplains and wetlands was submitted; five feet contour a map indicating f. Under the conditions set forth below requiring amendment of the legal description, a legal description of the area which the applicant wished to include in the PUD was tendered; g. The applicant tendered a written statement setting forth the objectives to be achieved by the PUD, a development schedule, which subject to the conditions set forth below contained beginning and completion dates for construction, copies of covenants, conditions and restrictions, which have now been amplified as set forth herein, a list of property owners within three hundred feet (300 ft.) of the boundaries of the PUD, and a statement by a licensed engineer that provided information concerning the proposed source of water to the PUD, a proposed method of sewage treatment, which statement has now been modified pursuant to the conditions set forth herein, the general manner in which storm drainage will be handled, subject to the conditions set forth herein, and a general manner in which provision would be made for potential natural hazards, including landslide areas, floodplain areas, and unstable soils, all of which are subject to the conditions set forth herein; h. Easements 1 or the right to obtain easements for vested legal access for ingress and egress to a public road have been provided; and i. The PUD, subject to the conditions set forth herein, will be designed with the consideration of the natural environment of the site and surrounding area, and will not unreasonable destroy or displace wildlife, natural vegetation or unique feature of site. 18. Subject to the provisions of Section 4. 08. 06 of the Garfield County Zoning Resolution of 1978, as amended, the Board of County Commissioners find that no portion of the PUD conditionally approved herein may be occupied until appropriate final plats have been approved by this Board. CONDITIONS OF APPROVAL The foregoing findings are specifically entered subject to the adoption 0£ and strict compliance with the conditions set forth 6 below. Such conditions are a result of consideration of all evidence, including extensive public comment. STATE HIGHWAY 82 1. Prior to consideration of a Preliminary Plan application as defined by the County Subdivision Regulations, the app1icant will obtain necessary access permits for State Highwcty 82 (SH 82), the access to the equestrian facility, and the emergency access proposed south of the primary entrance point to the project. These plans shall include an assessment of a pedestrian crossing between the Equestrlan · Area and the primary portion of the development west of SH 82, as well as an assessment of the need for signalization at the intersection at some point during the course of development. The construction of the primary entrance from SH 82 will be constructed during Phase III of the project. 2. The applicant will submit a design for an at-grade crossing of the Denver and Rio Grande Railroad Right-of­ Way consistent with Public Utilities Commission standards as a part of Preliminary Plan submittal. 3. At the time of Preliminary Plan submittal, the applicant, with the cooperation of the Roaring Fork Transit Agency ( RFTA) and the Colorado Department of Transportation (CDOT), will identify sufficient easements to accommodate bus turnouts adjacent to the project on SH 82. COUNTY ROAD 109 (CR 109) 4. Access to CR 109 will be unrestricted, and allow for access and egress of the site by all residents, employees, and authorized visitors of the project. 5. The applicant and the County will improve CR 109 in the following manner: {A) Section 1 (End of existing pavement at the Gravel Pit entrance south to the southwest corner of the 1/4 acre Residential Zone District adjacent to CR 109) . (1) The Applicant is responsible for 100 percent of the cost of design, engineering and construction costs associated with the improvements of this section of CR 109 to Garfield County Minor Collector Road Standards 7 BOOK 835 Plil1E3i2 if possible, including all engineering and construction costs for the necessary relocation or piping of ditches. The design will include 2" Asphalt surf ace with 4 ' shoulders. Furthermore, the applicant is responsible for realigning and other associated improvements to ditches impacted by improvements to this section of CR 109. These improvements will be completed no later than 12-1-1996. (2) The applicant will dedicate the necessary right-of-way (ROW) to Garfield County, currently shown as a 1.4 acre Open Space River District near Siever' s Corner, to allow for the realignment of CR 109 through this section. The applicant is responsible for all design, engineering and construction costs associated with these improvements. (3) The applicant will, where necessary, dedicate to the County the necessary ROW along CR 109 sufficient to ensure a 60 foot ROW through the portion of roadway through this section. At an appropriate point in time, the County will consider a petition to vacate those portions of the currently existing public right-of-way no longer needed for use as a public road through this section of the project. ( 4) The applicant is responsible for the design and construction of a bike/pedestrian path on the west side of CR 109 through this section. The precise location and length of the bike/pedestrian path shall be defined at the time of Preliminary Plan submittal. The bike and pedestrian path will be 10 to 12 feet in width, paved, and separated from vehicular traffic. ( 5) Sufficient coordination will occur betwe,en the applicant's engineer and the County's Road and Bridge Department to ensure that the design and construction activities between the two efforts are compatible and ensure no scheduling con£ licts. If construction is to commence prior to March of 1996, the County must be 8 83 r::_ 3A r) BOOK t. ;.) Pl,GE ..Lu notified on or before August 15 of the preceding fiscal year to allow for the project to be consistent with County budget cycles. (6) The applicant is responsible for the application of dust control on the project site, in addition to CR 109 from the north end of the project to the beginning of the chip and seal surface south of the project on CR 109, approximately ( 3. 2) miles. Prior to the beginning of construction, west of the Roaring Fork River, a Dust Control plan will be submitted to the Road and Bridge Department for approval. (7) If necessary, the County agrees to institute condemnation proceedings to obtain necessary right-of-way allowing conb·::.ruction by the applicant through this portion of the project. All costs of such proceedings, including the cost of land acquisition, shall be borne by the applicant. (B) Section 2 (CR 109, From the southwest corner of the 1/4 acre Residential Zone District adjacent to CR 109 to the intersection CR 109 and CR 108). ( 1) Garfield County will be responsible for 100 percent of the cost of design engineering and earthwork costs associated with the improvements of the section of CR 109 to Garfield County Minor Collector Road Standards where physically possible and at the discretion of the Board of County Commissioners, including 2" Asphalt surface and 4' shoulders. The applicant is responsible for 50 percent of the cost of surfacing (2" asphalt) of this section of CR 109. These improvements will be completed no later than 12-1-1996. ( 2) If deemed physically possible during design and engineering, Garfield County is responsible for the design and construction of a bike path on the west side of CR 109 through this section. The specific location of the bikeway will be refined as engineering and design progresses. The bike and pedestrian path will be 10 to 12 feet in width, paved, and be separated from vehicular traffic. 9 ( 3 ) BOOK 835 P!,CE3i4 The County shall be responsible for all costs of land acquisition for this portion of road reconstruction. (C) Ditching and Piping. The applicant will be responsible for all necessary engineering, design, construction and piping or other improvements of approximately one (1) mile of the Kaiser and Siever's Ditch, from approximately Siever's Corner south. BALD EAGLE NESTING SITE (Buffer Zone) 6. An Eagle Nest Buffer Zone, as indicated on Exhibit F-16 submitted ,~t public hearing, will be established around the nest wht~e there will be no construction of dwelling units or human activities, except as established herein. The area of the Zone is described per a letter dated April 26, 1992 from Kevin Wright of the Colorado Division of Wildlife. Any changes or modifications to the Zone will require approval from the Division of Wildlife. 7. Prior to submittal of a Preliminary Plan, the applicant will submit building envelopes, approved by the Division of Wildlife, for the nine (3/4) acre lots adjacent to the Buffer Zone east of the Roaring Fork River. 8. Prior to submittal of a Preliminary Plan, the applicant will submit landscaping plans, approved by the Division of Wildlife, for the vegetative screening along both sides of the entry road and the downstream side of the bridge and along the east (riverside) boundary of Club Villas, Clubhouse District, per Kevin Wright's April 26, 1992 letter. The screening will be planted immediately upon construction of the entrance road and the bridge crossing the Roaring Fork River. 9. A timing restriction will be placed on the 10th hole of the golf course. If Bald Eagles have abandoned the nest and no eagles are present, the hole may be played from April 1st to December 31. If eagles are present, the hole may be played July 1st to December 31st. It may be played earlier, if there is nest abandonment and young have fledged. Any alternative plans for the reconfiguration of the 10th hole to allow earlier play must be approved by the Division of Wildlife. 10 Bn 'JI' 83r:) I' ~".,, r.: . :. [\ ·-,\Ct 0 .Lt_) 10. There will be no construction or activity within the Buffer Zone, hole #10, entry road and bridge or facilities/units north of Hole #18 from January 1st to June 1st if the nest is active. Construction may begin earlier if there is nest failure and abandonment. 11. There will be no human entry within 100 yards of the nest except for nest management activities, activities related to the use of Hole #10, or normal ground and ditch maintenance activities. 12. No human entry will be allowed within 200 yards of the nest from January 1st to June 30th if eagles are present, except as allowed in condition #11. 13. There· will be a seasonal closure of the Roaring Fork River to public fishing/hiking access and Open Space River Park Districts within 200 yards of the nesting site from January 1st to May 15th except for float-through river traffic. Signs will be posted and maintained by the applicant alerting residents and the general public to this restriction. 14. The Homeowner' s Covenants will be amended to restrict all dwelling units to one dog per dwelling unit. 15. Coordination will occur on an annual basis between the applicant and the Colorado Division of Wildlife concerning the monitoring of nesting activities occurring within the Buffer Zone. 16. At such time as the Division of Wildlife allows removal of the Eagle Nest Buffer Zone, the applicant may request the Board of County Commissioners to amend the PUD. If approved by the·commissioners, the amendment only removes the Overlying zoning (Buffer Zone), and the approved underlying zoning will become effective. SOILS/GEOLOGY/HYDROLOGY 17. The Preliminary Plan shall have a building envelope designated for every lot within the PUD. All building envelopes shall avoid sinkholes. Construction upon debris fans and young alluvial fans with debris flow po~ential shall be avoided unless properly mitigated. No lot shall be created that does not contain a geologically acceptable building envelope. No lot shall be created that is smaller than the minimum lot size allowed in that particular zone district, and any density 11 reduction for a particular area due to a lack of buildable area will not be transferred to another district within the PUD. All building envelopes shown on a Final Plat shall be consistent with those shown at Preliminary Plan. Any amendments to the approved building envelopes will require a Public Hearing and an amendment to the Preliminary Plan. 18. At the time of Preliminary Plan submittal, applicant shall submit a detailed debris flow study for all lots on debris fans, with a proposed mitigation plan designed by a geotechnical engineer. • 19. Additional soils investigation of the Moderate and High Hazard Depression Areas with a determination of suitability for building sites, utilities, and roadways shall be submitted with the Preliminary Plan. 20. An engineered foundation shall be required for all buildings erected within the PUD and submitted with building permit applications. Further, all final plats shall have a plat note, noting the engineered foundation requirement for all residential structures. 21. Any structure erected within the floodplain shall be required to obtain a floodplain special use permit as required by the Garfield County Zoning Resolution. 22. Water storage tanks shall be constructed in geologically acceptable areas and as designed geotechnical engineer. only by a 23. At the time of Preliminary Plan submittal, the applicant will submit a detailed Drainage Plan addressing the handling of all point and non-point pollution, including the method of treatment, location and adequacy cf proposed detention ponds, the size and location of infrastructure, and golf course drainage. WASTEWATER 24. Prior to Preliminary Plan submittal, a Site Application for a domestic tertiary wastewater treatment plant shall be prepared and submitted to the Colorado Department of Heal th addressing the Aspen Glen regional wastewater treatment facility. The same site application will be submitted to Garfield County with the Preliminary Plan. Wastewater treatment plans submitted with the Preliminary Plan shall include easements o:c oversized lines with 12 sufficient capacity to accommodate regional development deemed necessary by the Colorado Department of Health. If no determination has been received from the Colorado Department of Heal th on this issue at the time of Preliminary Plan the applicant must provide the Board of County Commissioners with a line and easement design appropriate for a regional wastewater facility. 25. No later than Preliminary Plan submittal, a draft or official Service Plan shall be submitted for the formation of a special district for the construction, maintenance and operation of a regional wastewater treatment facility. Further, the special district shall be in place prior to submittal of any final plats for the PUD. The Service Plan will include all infrastructure and facilities serving Aspen Glen residents. 26. The service area described in the draft Service Plan will be consistent with Colorado Department of Health recommendations. 27. The cost of all infrastructure and facilities serving Aspen Glen are the responsibility of the applicant. WATER SUPPLY 28. The applicant shall demonstrate the location and evidence of adequate water quantity and quality of the proposed well fields at Preliminary Plan. At least one test well shall be drilled and proved up. Additional test wells may be required as recommended by the applicant's engineer to provide the necessary evidence. 29. If filtration is necessary, the site and method of treatment shall be indicated at the time of Preliminary Plan submittal. WATER QUALITY 30. At the time of Preliminary Plan submittal, the applicant will submit a detailed description of a Water Quality Monitoring Plan for both surface water (Roaring Fork River) and ground water (on-site and off-site wells and springs). This plan shall describe the location, timing, analytical techniques, detection methods, and the method of interpreting the results of the tests. The tests will be performed at a regular interval extending past the first year until the project reaches 90 percent of buildout. The Service Plan for the Sanitation District 13 UTILITIES BOOK 835 PAC~318 shall include provisions for the Water Quality Testing Program. The cost associated with the Plan shall be the responsibility of the applicant, and subsequent costs associated with the testing program shall be the responsibility of the Sanitation District. The results of each test shall be sent to the County on a regular basis. 31. At the time of Preliminary Plan submittal, the applicant will submit to the County a detailed Utility Master Plan that indicates the easement size and location for gas, electric, and telephone. Wastewater and water treatment facilities, and drainage/erosion control systems shall include line and facility sizing, in addition to the size and location of easements. WILDLIFE IMPACTS Equestrian Facility 32. The equestrian facility, as shown on the PUD Development Plan Map, will be relocated to the northwest end of the Open Space District. Furthermore, the Community Center proposed in the PUD application is deleted from the PUD. 33. Fencing will be 42" in height, four strand or less, with 12" kick space between the top two wires. If a rail fence is used, it shall be 48" high, three rail or less. No fencing will be allowed in areas not needed for grazing and existing fencing will be removed. 34. No grazing will be allowed in sagebrush. 35. All new utilities within the equestrian area will be buried. 36. Any access trail dEiveloped in the equestrian area will be closed December 1 through April 30th. 37. All dogs on trails in the equestrian area will be leashed. 38. All hay stored i.n connection with the operation of the equestrian facility will be protected by 8 foot fencing, consistent with Division of Wildlife specifications. 14 BOOK 835 PJGE3l9 West of County Road 109 39. The applicant, at the time of Preliminary Plan submittal, will submit a map identifying the proposed "Wildlife Corridor" west of CR 109. The map will depict the building envelopes and mitigation measures proposed for the 2 acre Residential District. The Division of Wildlife will review the "Wildlife Corridor" plan prior to submittal to the County. 40. No perimeter fences will be allowed in this District. 41. All utilities will be buried or raptor/eagle p~otected, per Division of Wildlife recommendations. General Wildlife Impacts 42. One dog will be allowed for each re5idential unit within the PUD. This requirement will be included in the Protective Covenants, and will be enforced by the Homeowner's Association. 43. Dead or dying Cottonwood Trees within the Open Space/River Parks will be preserved for cavity nesters and perches used by raptors/eagles. If such trees present a hazard, the Homeowner's Association may remove such trees at its discretion. FISHERMAN'S/PEDESTRIAN EASEMENT 44. The applicant shall provide a copy and plat of th~ fisherman/pedestrian easement, running from the open space/river park across the gravel pit lease to BLM Disposal Parcel 215 at the time of Preliminary Plan submittal. The recipient of the fisherman/pedestrian easement shall be the Division of Wildlife or the Aspen Glen Homeowner' s Association. The easement grantee shall be responsible for maintenance and liability for the proposed easement. The easement shall be executed and recorded at the ti~e of final plat approval. 45. To ensure continued use of the proposed easement, the applicant will submit plans at the time of Preliminary Plan to provide a pedestrian bridge across the Robertson Ditch. The cost associated with design and construction of the bridge is the responsibility of the applicant. 46. The applicant shall physically delineate that portion of the fisherman's/pedestrian easement that traverses the 15 gravel pit lease area. The method of delineation shall be set forth prior to the approval of the Preliminary Plan. 4 7. The applicant shall provide a draft of the proposed river recreation/boating easement overlaying the Roaring Fork River, from high water line to high water line excluding the islands, at the time of submittal of Preliminary Plan. Such easement shall name the Homeowner's Association as grantee and holder for the benefit and use of the public. Such easement shall be executed and recorded at the time of final plat approval. 48. The Fisherman's/Pedestrian and river recreation/boating Easement shall be identified on all subsequent Final Plats where applicable. EASEMENT/OPEN SPACE PARK 49. All Open Space/River Park areas shall be dedicated to appropriate grantees from the developer at the time of approval of an applicable Final Plat. 50. The forty foot (40') wide easement, extending from C.R. 109 to the Open Space/River Park; shall be dedicated to the Division of Wildlife or the Aspen Glen Horneowner's Association for use by the public and the appropriate instrument recorded prior to the approval of any Final Plat. The easement will be constructed with a gravel surface and a 20' minimum driving surface. The easement shall be executed and recorded at the .time of Final Plat approval. 51. Fencing between the Aspen Glen River Park and the Miller residence shall be constructed in accordance with the agreement with Doug Miller. 52. All improvements and/or structures constructed in Open Space/River Park areas within regulated floodplain shall be constructed in accordance with the requirements of Section 6: Floodplains of the Garfield County Zoning Resolution. 53. The applicant shall provide a graveled parking area with adequate space for parking six (6) vehicles. 16 LANDSCAPING 54. At the time of Preliminary Plan, the applicant will submit a detailed landscaping plan for the proposed landscaping buffers along S.H. 82 and C.R. 109, and revegetation necessary to mitigate the water tank locations. The landscaping plan will demonstrate the following: (A} (B) ( C) ( D) ( E) { E') The plant pallet, size, and location of proposed plantings. This should be consistent with the graphic representations presented during the PUD hearings; Irrigation systems necessary to ensure survival of the plantings; Replacement/maintenance plan to ensure replacement of unsuccessful plantings; The use of native species and adaptable species to encourage water conservation. The color of water tanks shall be designated and subject tc review and approval by the Board of County Commissioners as pa.rt of Preliminary Plan submittal. • Develop a prog-ram to eliminate or control noxious weeds as identified by the County. JRRIGATION DITCHES 55. At the time of Preliminary Plan, the applicant shall provide agreements from the afff~cted ditch management organizations ( Glenwood and Robertson) consenting to development affecting the ditches. 56. Engineering docwnents, addressing all ditch-related work, shall be provided at the time of Preliminary Plan submittal for the affected portion of the development. These improvements shall be included in the Subdivision Improvements Agreement. Adequate surety for all improvements shall be provided in conjunction with the Subdivision Improvements Agreement. 5 7 . Adequate width easements for maintenance of ditches shall be depicted at Preliminary Plan and dedicated, where applicable, at time of first Final Plat. 17 BOOK 835 picE322 AIR QUALITY 58. No open hearth solid-fuel fireplaces will be allowed anywhere within Aspen Glen with the exception of four (4) fireplaces permitted in the clubhouse, as well as all fireplaces currently in place in existing residences. 59. All dwelling units will be allowed an unrestricted number of natural gas-burning fireplaces or appliances. 60. All dwelling units will be allowed one ( 1) new wood­ burning stove as defined by C.R.S. 25-7-401, et. seq. and the regulations promulgated thereunder, 61. Conditions 58, 59, and 60 shall be included in the restrictive covenants and as a plat note on all Final Plats. 62. The applicant shall prepare a fugitive dust mitigation plan to address dust control during construction of roads, utilities, common facilities and the golf course. The plan shall be submitted at the time of Preliminary Plan. 63. All aj_r emissions shall be in compliance with all applicable state and federal regulations. WETLANDS 64. At least forty-five (45) days prior to Preliminary Plan submittal, the applicant shall apply to the Corps of Engineers for a determination of the impacts upon wetlands of the full project, and the appropriate permits required therefor. The determination of the Corps of Engineers regarding the type of permits required must be made before Preliminary Plan approval. 65. All building envelopes shall be located on lots such that no wetlands will be irapacted by foundation, accessory buildings, driveways or other accessory structures. These building envelopes will be submitted to the County at the time of Preliminary Plan submittal. 66. Covenants will be developed prohibiting the filling of wetlands contained within lots. 18 PLAT NOTES 67. The following plat notes shall be included on all Final Plats. (A) Certain building locations may be subject to geologic and hydrologic hazards. All structures shall require the submittal of an engineering report addressing soils and geology conditions, foundation design and drainage prepared by a registered professional engineer. All site development, including building construction, shall be conducted in accordance with engineer's stipulations. (B) (1) No open hearth solid-fuel burning fireplaces will be allowed anywhere within Aspen Glen with the exception of four (4) fireplaces in the clubhouse and fireplaces currently in place in existing residences; ( 2) All dwelling units will be unrestricted number of natural fireplaces or appliances; and allowed an gas-burning ( 3) All dwelling uni ts will be allowed no more than one new wood.-burning stove as defined by C.R.S. 25-7-401, et seq. and the regulations promulgated thereunder. (C) Lots may be located within the 100 year floodplain. Lots within regulated floodplain are subject to the regulations of Section 6: Floodplains of the Garfield County Zoning Resolution. (D) Only one dog is allowed for each dwelling unit. 68. The following plat notes shall be included on all Final Plat(s) with Lots on the west side of C.R. 109: (A) Lots are subject to debris flow. Mitigation measures shall be addressed in a report prepared by a registered professional engineer. Any mitigation required shall be constructed in accordance with engineering recommendations. (B) State Forest Service Wildfire Prevention Guidelines shall be followed for residential construction. 19 HO:MEOWNER'S ASSOCIATION 69. A Homeowner' s Association shall be established with bylaws, Articles of Incorporation and covenants, prior to the approval of the first Final Plat. All common facilities shall be transferred to the Homeowner's Association prior to the approval of any Final Plat. 70. The applicant will submit a list of responsibilities of the Homeowner's Association, at the time of Preliminary Plan submittal. Specific responsibilities to be addressed include the ownership and maintenance of open space, roads, parks, golf course, river easement, access road to recreation area, wat,er rights, water utility easements and infrastructure, bridges and various permits and contracts (water, highway, railroad etc.). COVENANTS 71. A draft of the Covenants for the Aspen Glen Club will be submitted with the Preliminary Plan. The following list of changes from the draft Covenants submitted with the application shall be included at a minimum: (A) Covenant language will be included regarding restrictions regarding the prohibition of building envelopes within regulated wetlands. ( B) The Covenants will not restrict the use or placement of solar collecting devices. Approval of the placement of these devices will be retained by the Aspen Glen Homeowner's Association. {C) Roofing material for lots on the west side of CR 109 will require the use of fire-retardant shingles. POD ZONE DISTRICT TEXT 72. As conditions of approval, the Board herein adopts and approves both the district text and Planned Unit Development plan attached as exhibito hereto. OFF-SITE IMPACTS 73. That the applicant shall comply with all verbal representations made concerning its agreements with adjacent property owners. 20 &8GK 835 ncE 325 REVISIONS TO PUD APPLICATION 74. The reference to Unit Transfer provisions (p. 68 of the PUD Application), Golf Course Approval Process (p. 69 of the PUD Application) and Subdivision Variance #4 (p. 69 of the PUD Application) shall be deleted. 75. The location of the Club Villa District adjacent to the Chuc Property and SH 82 shall be relocated in order to minimize impacts on adjacent agricultural land to a point consistent with PUD Development Plan attached to this Resolution. The density within the relocated Club Villa District shall be consistent with the depiction on the Planned Unit Development Plan Map. The revised Club Villa District may have no more than 77 units, and the revised 1/4 acre District cannot exceed 16 units. SCHOOL IMPACT 76. The applicant shall pay School Impact Fees as designated by the appropriate school district prior to approval of any Final Plat. 7 7 . At the time of Preliminary Plan submittal, applicant shall designate all school bus loading sites requested by the appropriate school district. FIRE STATION SITE 78. A site must be identified for the proposed fire station site at the time of Preliminary Plan submittal. PHASING Phase I IA. II III IV V 79. The following phasing amends the proposed phasing plan included with the application (Phase II and IIa have been combined into a single phase): Commencement Date March 7, 1992 June 30, 1992 January 1, 1994 May 15, 1995 July 1, 1995 August 15, 1995 21 Completion Date December 31, 1992 December 31, 1993 August 15, 1997 December 1, 1996 July 1, 1996 August 15, 1996 Phase Commencement Date Completion Date VA VI VII VIII IX X XI March 15, 1996 March 15, 1997 August 15, 1997 March 15, 1998 March 15, 1999 August 15, 1999 March 15, 2000 March 15, 1997 March 15, 1998 August 15, 1998 March 15, 1999 March 15, 2000 August 15, 2000 March 14, 2001 80. A violation of the agreed phasing plan ( described in condition #79) could result in the revocation of the PUD by the Board of County Commissioners. 81. No phase, subsequent to Phase II, shall commence without final plat approval. By Subdivision Improvements Agreement, the dates for construction commencement may be moved to an earlier date than that set forth in #79 above. Additionally, the completion dates may be altered by the Subdivision Improvements Agreement. Phase II may commence prior to January 1, 1994, and prior to approval of a Preliminary Plan, if the applicant submits a detai~ed drainage plan for the proposed golf course to the Board of County Commissioners and obtains approval of that plan prior to commencement of construction. Such approval shall indicate the date for commencement of Phase II. Any construction authorized or in place as part of Phase II must be consistent with any subsequently approved Preliminary Plan. 82. Phase IA. shall be defined to be the approval of a preliminary plan encompassing the entire project set forth in the Planned Unit Development and the Planned Unj_t Development Plan. Preliminary plan approval must encompass the development of all of the phases set forth in #79. VESTED RIGHTS 8 3 . As a condition of approval and by agreement with the Aspen Glen Company, the Board of County Commissioners herein adopts a development agreement pursuant to the provisions of Section 24-68-104(2)r C.R.S., as amended, providing that property rights shall vest commencing with the final conditional approval of the Aspen Glen PUD extending to March 14, 2001. With this approval, the Board of County Commissioners recognizes that this conditionally approved planned unit development, in its final conditional approval form, is a site specific 22 development plan as set forth in Section 24-68-102(4), C.R.S., as amended. Therefore, during the time periods set forth herein, the applicant shall enjoy all of the vested rights set forth for such a development plan in Section 24-68-101, et. seq., C.R.S., as amended. 84. Pursuant to the provisions of Section 24-68-103 ( 1), C.R.S., as amended, the Board of County Commissioners herein condition the grant of the vested rights set forth above upon all of the conditions of approval set forth in this conditional PUD approval. Such conditions specifically include, but are not limited to~ strict compliance with the phasing plan set forth in #79 above. Failure of the applicant to comply with any element of that phasing plan or any of the conditions set forth in this resolution, will subject the applicant to forfeiture of vested rights, as such forfeiture is set forth in Section 24-68-103(1), C.R.S., as amended. 85. In order to effectuate the conditions set forth under subtitle "Vested Rights", the applicant shall be required to execute a development agreement coincidental with the conditional approval of the Aspen Glen PUD. CONSULT.AMT FEES 86. The Board of County Commission~rs may retain experts to assist in further review of project applications and submittals. Such experts shall be retained upon the recommendation of the Staff of Regulatory Offices after consultation with the applicant and with the approval of the Board of County Commissioners. The Board of County Commissioners shall approve the retention of such experts when such assistance is deemed necessary for the evaluation of the applicant's submi ttals. Notice of retention shall be provided to the applicant. Fees and costs of such experts shall be the responsibility of the applicant. All bills shall be paid within 30 days of invoice. LEGAL DESCRIPTION 87. The legal description shall be corrected to be consistent with the exhibit attached to this PUD Resolution. GENERAL 88. All representations of the applicant, either within the application or stated at the Public Hearings before the 23 MOK 835 P~GE328 Planning Commission and the Board of County Commissioners, shall be considered conditions of approval to the extent that such representations are not inconsistent with the conditions of approval .set forth herein. To the extent of any inconsistency between the conditions of approval set forth in this Resolution, and the statements and representations of the applicant, the conditions of approval set 'fo~th herein shall control. CONDITIONAL APPROVAL Pursuant to the foregoing findings and conditions, the Board of County Commissioners of Garfield County, Colorado, herein approves the requested rezoning of the Aspen Glen Company from A/R/RD to PUD subject to strict compliance with the terms and conditions set forth herein. Additionally, through this approval, the Board herein adopts the PUD Development Plan, revised PUD zone text, corrected legal description and Development Agreement attached hereto as exhibits. -•.·., .. , •• ·.~:'''11, . 1N • _ ... D~l_fE~>t:\}is ,5).q day of June, 1992. ,._,• ; I I .,r•,' • ,--"--' ,' . \ ,' - ·~t1ir~~ BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO '·>,,'. '••;· \ \·\~,--->·: • . , .. ~qn,,,'Jnotion duly made and seconded the· foregoing Resolution was'adbpted by the following vote: Marian: I. Smith Aye ==="'--':...;..-===;___------- Ar ==n~o~l~d"'--'L ___ .~Ma=~c=k=l=e-y _______ Aye =E=lm=e=ra.-..(~B=u=c=k=e=y~)-=Ar=b=a=n=e~y~·----Aye Commissioners STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) I, Mildred Alsdorf, County Clerk and ex-officio Clerk of the Board of. County Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceedings of the Board of County Commissioners for said Garfield County, now in my office. 24 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County 1 at Glenwood Springs, this ____ day of , A.O. 19 --------- County Clerk and ex-officio Clerk of the Board of County Commiqsionera 25 EXHIBIT TO ~..SPEH GLEN RESOLUTION REVISED ZONE DISTRICT TEXT VI. PROPOSED ZONE REGULA TIO NS A. AppJicability Statement To carry out the purposes and proV1s1ons of the Garfield County Zoning Regulations, as amended, The Aspen Glen Club Planned Unit Development Zone District is further divided into the following zone district classifications: 2 Acre Residentia] Zone District 1 Acre Residential Zone Dishict 3/4 Acre Residential Zone District 1/2 Acre Residential Zone District 1/4 Acre Residential Zone District Duplex Residential Zone District Club Villa Residential Zone District GoJf Course Zone District GoJf Clubhouse Zone District Open Space/River Parks Zone District B. PlJD Zone District Regulations The following subsections describe the proposed zoning districts for The Aspen Glen Club. It is intended that a preliminary plan and final plat will be submitted for the residential development areas that arc consistent with the concept and development standards set forth in the following subsections. It is intended t}\at, for the Zone Districts described in items enumerated as 1 through 10 of this Section B, in addition to the permitted uses listed in the descriptions for each such Zone District set forth below, permitted uses for each such Zone District will a]so include all mes by right permitted within the Garfield County Zone District known as NR/RD, as such uses are described in the Zoning Regulations adopted and enacted by the Board of County Commissioners of Garfield County in effect from time to time. At such time, however, as any portion of the property comprising The Aspen Glen Club is subdivided, as evidenced by the recording with the Clerk and Recorder of Garfield County of a final, signed, approved subdivision plat for any such portion of the property, any right to use such platted portion of the property for any additional uses permitted by the NR/RD zoning shall autnmatically tem1inate, and such platted property sha11 be zoned only for the permitted uses specifically described in items 1 through 10 fo11owing. -1- • • 1. 2 ACRE RESIDENTIALZONE DISTRICT DEVELOPMENT STANDARDS: . BOOK 835 PAGt332 Single-family detached structures intended for individual lot ownership. (a) Permitted Uses (b) Minimum Lot Size (c) Maximum Building Height (d). Minimum Front Yard if.Abutting County Road 109 (e) Minimum Front Yard if Abutting Public/Private Street (f) Minimum Lot Width• (g) Minimum Lot Depth (h) Maximum Floor Area Ratio (i) Minimum Rear Yard (j) Minimum Each Side Yard (k) Corner Lot Minimum Side Yard Abutting Pub1ic/Private Street -2- Single-family residential plus . accessory uses, incluC.1ing guest • and/or caretaker's.quarters; home occupation; water storage tank. 87,120 sq.ft. (2 acres) 32 ft. 50 ft from ROW line . 35 ft .. from roadway • easement/ROW 150 ft. ( at building setback) 250 ft. .25. • 35 ft. 10 ft. or 1/2 height of principal building whicheveris greater 25. ft .. from roadway easement/ROW (1) Minimum Off Street Parking per DU 4 spaces Cu1-de-sac, pie shaped and fhg lots may have a less than minimum width measured at building setback, but no Jot shall have less than 25 feet of width on public access right-of-way or casement. NOTE: Each estate lot will have a predetermined building envelope within which all structures will be confined. The remainder of the lot must be left in its natural state, a portion of which shall be designated as an ri Area Prohibited for Development" on the PUD Development Plan. The building envelope shall be designated at time of preliminary plan. -3- 2. 1 ACRE RESIDENTIAL ZONE DISTRICT DEVELOPMENT STANDARDS: Single-family detached structures intended for individual lot ownership. (a) Pennitted Uses Single-family residential plus accessory uses, inc1uding guest and/or caretaker's quarters; home occupation (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) Minimum Lot Size Maximum Building Height Minimum Front Yard if Abutting Public/Private Street Minimum Lot Width* Minimum Lot Depth Maximum Floor Area Ratio Minimum Rear Yard Minimum Each Side Yard Corner Lot Minimum Side Yard Abutting Public/Private Street Minimum Off Street Parking per DU 43,560 sq.ft. (1 acre) 25 ft 35 ft. from roadway easement/ROW 150 ft. (at building setback) 220 ft .25 20 ft. 10 ft. or 1/2 height of principal building whichever is greater 25 ft. from roadway easement/ROW 4 spaces Cul-de-~ac, pie shaped and flag lots may have a less than minimum width measured at building setback line, but no lot shall have less than 25 feet of width on public access right-of-way or easen1ent. -4- • '. 'j • ,' -' _. ', i, ~. •. . • 3. 3/4 ACRE RESIDENTIAi., ZONE DISTRICT .•• DEVELOPMENT STANDARDS: Single-family detached structures intended for individual lot ownership. (a) Permitted Uses Single-familY: residential . plus access01y uses except guest and/or caretakerts quarters; home occupation; existing main residence and guest house may be utilized as a Bed • and Breakfast for no more than 10 beds and temporary clubhouse for the golf course. Temporary clubhouse uses shall be the same as a typical golf clubhouse facility. (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) * Minimum Lot Size Maximum Building Height Minimum Front Yard if Abutting Public/Private Street Minimum Lot Width* Minimum Lot Depth Maximum FJoor Area Ratio Minimum Rear Yard Minimum Each Side Yard Corner Lot Minimum Side Yard Abutting Public/Private Street Minimum Off Street Parking per DU 32,670 sq.ft. 25 ft. 35 ft. from roadway . easement/ROW 140 ft. (at building setback) 175 ft. .25 20 ft. 10 ft. or 1/2 height of principal building whichever is greater 25 ft. from roadway easement/ROW 4 spaces Cul-de-sac, pie shaped lots may have a less than minimum width • measured at building setback, but no lot shall have less than 25 feet of width on public access right-of-way or easem'ent. -5- 4. 1/2 ACRE RESIDENTIAL ZONE DlSTRICT DEVELOPMENT STANDARDS: Single-family detached ~trnctures intended for individual lot ownership. (a) Permitted Uses Single-family residential plus accessory uses except guest and/or caretaker's quarters; home oc,cupation; water treatment facility (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (I) Minimum Lot Size Maximum Building Height Minimum Front Yard if Abutting County Road 109 Minimum Front Yard if Abutting Public/Private Street Minimum Lot Width* Minimum Lot Depth Maximum Floor Area Ratio Minimum Rear Ya:-d Minimum Each Side Yard Corner Lot Minimum Side Yard Abutting Public/Private Street Minimum Off Street Parking per DU 21,780 sq.ft. 25 ft. 50 ft. from ROW line 30 ft. from roadway easement/ROW 120 ft. (at building setback) 150 ft. .25 20 ft. 10 ft or 1/2 he~ght of principal building whichever is greater 20 ft. from roadway easement/ROW 4 spaces Cul-de-sac, pie shaped and tlag lots may have a less than minimum width measured at buiicJing setback, but no lot shall have less than 25 feet of width on public access right-of-way or easement. -6- 5. 1/4 ACRE RESIDENTIAL ZONE DISTRICT DEVELOPMENT STANDARDS: Single-family detached structures intended for individual lot ownership. (a) Permitted Uses Single-family residential plus accessory uses except guest and/or c:Jretaker's quarters; home occupation (b) (c) (J) (e) (f) (g) (h) (i) (j) (k) (I) • Minimum Lot Size Maxin.:•m Building Height Minimum Front Yard if Abutting County Road 1109 Minimum Front Yard if Abutting Public/Private Street Minimum Lot Width* Minimum Lot Depth Maximum Floor Area Ratio rvtinimum Rear Yard Minimum Each Side Yard Corner Lot Minimum Side Yard Abutting Public/Private Street Minimum Off Street Parking per DU 10,890 sq.ft. 25 ft. 50 ft. from ROW line 30 ft. from roadway easement/ROW 75 ft. ( at building setback) 120 ft. .35 20 ft. 10 ft. or 1/2 height of principal building whichever is greater ~5 ft. from roadway easement/ROW 4 spaces Cul-de-sac, pie shaped and flag lots may have a less than minimum width measured at building setback, but no lot shall have less than 25 feet of width on public access right-of-way or easement. -7- 6. DUPLEX RESIDENT!AL ZONE DISTRICT 835 PltE33S B1~V!K DEVELOPMENT STANDARDS: Two-family attached structures intended for individual lot ownership. (a) (b) (c) (d) (e) ,' f) \' (g) (h) (i) (i) (k) (1) (m) Permitted Uses Single-family residential and two-family residential plus accessory uses except guest ~nd/or caretaker's quarters; home occupation Minimum Lot Size 15,625 sq.ft. Maximum Building Height 25 ft. Minimum Front Yard if Abutting State Highway 82 50 ft. from ROW line Minimum Front Yard if Al)utting 30 ft. from roadway Public/Private Street easeme!lt/ROW Minim 1Jm Lot Width* 125 ft. ( at building setback) Minimum Lot Depth 125 ft. Maximum Fbor Area Ratio .30 Minimum Rear Yard 20 ft. Minimum River Setback (from 50 ft. for buildings Normal High Water Line) 25 ft. for fences Minimum Each Side Yard 10 ft. or 1/2 height of principal building whichever is greater Corner Lot Minimum Side Yard 15 ft. from roadway Abutting Public/Private Street easement/ROW Minimum Off Street Parking per DU 4 spaces Cul-de-sac, pie shanc 1::1 and flag lots may have a less than minimum width measured at building setback, but no lot shall have less than 25 feet of width on public access right-of-way or easement. -8- 7. CLUB VILLA RESIDENTIAL ZONE DISTRICT DEVELOPMENT STANDARDS: Single-family attached and single-far:iily detached residential dwellings intended for individual lot ownership, which may include golf vi11as, townhomes, club villas, and duplexes Single-Family Attached: (a) Pem1itted Uses (b) Minimum Lot Size (c) i\faximum Building Height (d) Minimum Frnnt Yard if Abutting Public/Private Street (e) Minimum Lot Width* (f) Minimum Lot Depth (g) !>,,faximum Floor Area Ratio for Entire Development Tract (h) Minimum Rear Yard (i) Minimum Side Yards of Bt:ildings (j) Minimum Separation between Buildings (k) Maximum Number of Attached Units (in a single structur~) (I) Minimum Off Street Parking per DU (m) Minimum Open Space per each Villa Development Tract Singie-family residential ( attached) plus accessory uses excluding guest and/or caretaker's quarters; home occupation; water tre;:itment facility 2,200 sq.ft. 25 ft. 20 ft. from roadway easement/ROW 22 ft. 1 at building setback) 100 ft. .5 20 ft. 7.5 ft. 15 ft. 8 units 2 spaces 25% * Cul-de-sac, pie shaped and flag lots may have a less than minimum width measured at building setback, but no lots sha11 have less than 16 ft. of width on public access right-of-way or easement. -9- BODK 835 p,iGE 340 7. CLUB VILLA RESIDENTIAL ZONE DISTRICT (cont'd.) Duplex: (a) Pennittcd Uses (b) Minimum Lot Size (c) Maximum Building Height (d) Minimum Front Yard if Abutting Public/Private Street (e) Minimum Lot Width"' (f) Minimum Lot Depth (g) Maximum Floor Area Ratio (h) Minimum Rear Yard (i) Minimum Each Side Yard (j) Corner Lot Minimum Side Yard Abutting Public/Private Street (k) Minimum Off Street Parking per DU Single-family residential and two-family residentia: plus accessory uses excluding guest and/or caretaker's quarters; home . occupation; water treatment facility 15,625 sq.ft. 25 ft. 25 ft. from roadway easement/ROW 125 ft. (at building setback 125 ft. .30 20 ft. 10 ft. or 1/2 height of principal building whichever is greater 15 ft. from roadway e2sement/ROW 4 spaces • Cul-de-sac, pie shaped and flag lots may have a less than minimum width measured <tt bui!ding line, but no lot shaJJ have less than 25 feet of width on public ,.:ccess right-of-way or easement. 7. BOOK 835 p,•,G~34j_ CLUB VILLA RESIDENTIAL ZONE DISTRICT (cont'd.) Single-Family Detached: (a) Pennitted Uses (b) Minimum Lot Size (c) Maximum Building Height (d) Minimum Front .. hrd if Abutting Public/Private Street (e) Minimum Lot Width* (f) Minimum Lot Depth (g) Maximum Floor Area Ratio (h) Minimllm Rear Yard (i) Minimum Each Side Yard G) Corner Lot Minimum Side Yard Abutting Public/Private Street Singl:.!-fami1y residential (detached) plus accessory uses excluding guest and/or caretaker's quarters; home occupation; water treatment faciJity 10,890 sq.ft. 25 ft. 25 ft. from roadway easement/ROW 75 ft. (at building setback) 120 ft. .25 20 ft. 10 ft. or 1/2 height of principal building whichever is greater 15 ft from roadway "a:;ement/ROW (k) Minimum Off Street Parking per DU 4 spaces * Cul-de-sac, pie shaped and flag lots may have a less than minimum width measured at building line, but no lot shall have less than 25 feet of width on public access right-of-way or easement. -11- i ! I 8. GOLF COURSE ZONE DISTRICT DEVELOPMENT STANDARDS: (a) Permitted Uses (b) Golf Maintenance Building and Accessory buildings: BOOK 835 PtGE342 Golf course, golf mainten­ ance facility, related activities, fire/security station and accessory uses; water treatment facility (1) Maximum Building Height 25 ft. (2) Building setback from County Road 109 and any adjacent residential land uses 25 ft. -12- 9. GOLF CLUBHOUSE ZONE DISTRICT DEVELOPME:l'.TT STANDARDS: (a) Permitted Uses (b) Maximum Building Height (c) Minimum Front Yard if Abutting Public/Private Street (d) Maximum Floor Area Ratio (e) Minimum Rear Yard (f) Minimum Side Yard (g) Minimum Off-Street Parking -13- MOK 835 ncc:343 Golf clubhouse (including but not limited to, pro shop, restaurant, lounge, exercise facility, child care facility, locker rooms, library and memorabilia rooms, meeting and special function rooms); Real estate sales office; Fishing tackle sales; Beauty salon and barber shop; Business services; Auto detailing, Reservation services; Recreational and related activities; Convenience store; Bed and Breakfast for no more than 10 beds 40.ft. 50 ft. .25 50 ft. 25 ft. 150 spaces plus one additional space per each bed in Bed and Breakfast facility 10. OPEN SPACE/RIVER PARKS ZONE DISTRICT DEVELOPMENT ST ANDA.RDS: (a) Permitted Uses (b) Maximum building height (c) Building Setback From Residential Property Line or Road ROW -14- Passive and active recreational activities; park facilities; clubhouse with snack bar; fishing tackle sales; equestrian facilities; tack services; reservation services; water treatment facility; water storage tanks; and wastewater treatment facility. 25 ft., provided that water storage tanks may exceed such height limitation 25 ft. C. General Provisions (i) Effect of Garfield Couf!!)'._Zoning Resolution (adopted January 2. 1979). The provisions of the Garfield County Zoning Resolution and the successors thereof as now in effect and as hereafter amended, are by this reference incorporated herein as if set forth in full, to the extent not divergent from the provisions of the Aspen Glen Planned Unit Development Zone Regulations. (ii) Conflict. The provisions of the Zoning Regulations shaJI prevail and govern the development of Aspen Glen PUD provided, however, where the provisions of the Aspen Glen PUD Zone Regulations do not clearly address a specific subject, the ordinances, resolutions or regulations of Garfield County sha11 prevail. Definitions established herein shall take precedence over definitions established by the Subdivision Regulations of Garfield County, adopted April 23, 1984, whenever these ffgulations are applicable to the Aspen Glen PUD. By way of example, the floodplain regulations set forth at Section 6:00 of the Garfield County Zoning Regulations are fully applicable to this proposed PUD. D. Variance from Subdi\-ision Regulations Except as defined below, all provisions of the Garfield County Subdivision Regulations shall be applicable to The Aspen Glen Club PUD. 1. Street Design: Standard street cross sections shall be as identified in Section V, D (p. 42), titled Typical Roadway Cross Sections. 2. If an emergency ac{'ess point has not been provided, cul-de-sacs in excess of 600 feet will be allowed with the following design standards: (a) Right-of-way minimum radius: 62 feet (b) Driving surface minimum radius: 60 feet 3. Sidewalks are not required in the street right-of-way except as proposed in Section V, H (p. 46), titled Public and Private Trail System Plan. 4. In situations where topography or development tract orientation dictates, the offset between intersecting street~ will be a minimum of 100 feet. EXHIBIT '!'O ASPEN GLEN RESOLUTION CORRECTED LEGAL DESCRIPTION XI. APPENDIX A. LEGAL DESCRIPTIONS ASPEN GLFN CLUB P.U.D, PROPERTY DE_~CRIP'I~ION A PARCEL OF LAND SITUATED IN LOTS 23 AND 25 OF SECTION 12, LOTS 1 AND 3 THROUGh 16 OF SECTION 13 AND LOTS 1 AND 2 OF SECTION 24, TOWNSHIP 7 SOU'I'H RANGE 89 WEST AND IN THE SW\SE\, SE\SE\ AND LOTS 4, 6, 7, 9 THROUGH 11 AND 14 THROUGH 17 OF SECTION 18 AND THE NE\NE\ AND LOTS 1, 3 THROUGH 12 AND 15 THROUGH 17 OF SECTION 19 AND THE NE\NW\ AND IN LOTS 2, 4 THROUGH 16, 19, AND 20 OF SECTION 20 AND IN LOTS 2, 3, 4, 8, AND 9 OF SECTION 29, ALL IN TOWNSHIP 7 SOUTH, RANGE 38 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID ?ARCEL BEING MORB PARTICULARLY DESCRIBED AS FOLLOW~: (ALL BEARINGS CONTAINED HEREIN ARE BASED ON A BEARING OF S 00°01'46 11 W BETWEEN THE NORTHWEST CORNER OF SAID SECTION 20 AND THE WEST QUARTER CORNER OF SAID SECTION 20, 1986 BLM ALUMINUM CAPS IN PLJ..CE) ; BEGINNING AT THE NORTH ONE-QUARTER CORNER OF SAID SECTION 20, A BLM ALUMINUM CAP FOUND IN PLACE, THE 'l'RUE POINT OF BEGINNI~; THENCE S 00°12'30" E ALONG THE EASTERLY LINE OF SAID NE\NW\ 1378.55 FEET TO THE SOUTHEAST CORNER OF SAID NE\NW\, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE S 89 ° 38' 40 11 E ALONG THE NORTHERLY LINE OF SAID LOT 19 13 05. 39 FEET TO THE NOR'l1 HEAST CORNER OF SAID LOT 19, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE S 00°05'56 11 E ALONG THE EASTERLY LINE OF SAID LOT 19, 1289.48 FEE'r TO THE SOUTHEAST CORNER OF SAID LOT 19, ALSO BEING A POINT ON THE NORTHERLY LINE OF SAID LOT 20, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE S 8 8. 3 6 '5 2 11 E ALONG SAID NORTHERLY LINE 1304.01 FEET TO THE EAST QUARTER CORNER OF SECTION 20, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE S 01°23'50!' E ALONG THE EASTERLY LINE OF SAID LOT 20, 1320.18 FEET TO THE SOUTHEAST CORNER OF SAID LOT 20, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE N 89°35'53 11 W ALONG THE SOUTHERLY LINE OF SAID LOT 20, 684.04 FEET '1'0 A POINT ON THE EASTERLY LINE OF SAID LOT 16, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE S 01°30'51 11 W ALONG THE EASTERLY LINE OF SAID LOT 16 1262.19 FEET TO THE SOUTHEAST CORNER OF SAID LOT 16, ALSO BEING THE NORTHEAST CORNER OF LOT 2 OF SAID SECTION 29, A BLM ALljMINUM CAP FOUND IN PLACE; THENCE S 01 ° 21'57 11 W ALONG THE EASTERL':'. LINE OF SAID LOT 2, 917. 83 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE N 44°00'00 11 W ALONG SAID CENTERLINE 272.02 FEET; THENCE CONTINUING ALONG SAID CENTERLIHE N 57°00'00 11 W 238.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 84°00'00" W 240.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINES 72°00'00 11 W 277.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINES 56°00'00 11 W 290.00 FEET; THENCE CONTINUING ALONG SAID CEN'T'ERLINE S 39°00'00 11 W 300.00 FEET; THENCE CONTINUING ALONG SAID CEN'l1 ERLINE S 31 °00'00 11 W 352.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINES 50°00'00" W 220.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINES 70°00'00" W 297.00 FEET; THENCE CONT::i:NUING ALONG SAID CENTERLINE N 48°00'00" W 375.00 FEET; 'I7HENCE CONTINUING ALONG SAID CENTERLINE N 24.00'00" W 268.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 11 ° 0G '00 11 W 268. 00 FEBT; THENCE CONTINUING ALONG SAID A-1 PAGE NO. 2 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION CENTERLINE N 17°00'00 11 W 238.00 FEET; 'l'HENCE CONTINUING ALONG SAID CEN'TERLINE N 48 ° 00 '00 11 W 54 7. 00 FEET; THENCE CONTINUING ALONG SAID CEN'i'ERLINE N 31°00'00" W 203.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 60°00'00" W 224.00 FEET; 1'HENCE CONTINUING ALONG SAID CENTERLINE N 65°30'00 11 W 220.00 PEET; THENCE CONTINUING ALONG SAID CENTERLINE N 69°00'00 11 W 350.00 FEET; THENCE CONTINUING ALONG SAID CENTERLINE N 59 ° 30' 00 11 W 316. 00 FEET; '11 HENCE CONTINUING ALONG SAID CENTERLINE N 27°00'00 11 W 331.00 FEE'r TO A POINT ON THE SOUTHERLY LINE OF LOT 13 OF SAID SECTION 20; THENCE LEAVING SAID CENTERLINE OF RIVER AND ALONG THE SOUTHERLY LINE OF LOT 13 OF SAID SECTION 20 N 8 9" 15 '5 7" W 4 4 0. 6 9 FEET TO 'l'HE SOUTHWEST CORNER OF LOT 13; THENCE ALONG THE WESTERSY LINE OF LO'r 14 OF SAID SECTION 20 S 00 • 01' 25 11 W 59.78 FEET; THENCE N 32°31'00" W 1283.00 FEET; THENCE N 47°20'00 11 W 1561.80 FEET; THENCE N 81°57'00" W 1659.05 FEET TO THE EASTERLY LINE OF LOT 2 OF SAID SECTION 24; THENCE LEAVING SAID EASTERLY LINE N 78°07'04" W 1354.65 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 2; THENCE ALONG THE WESTERLY LINE OF SAID LOT 2 N 00°27'55 11 E 811. 92 FEE'I' TO 'l'HE SOU'l'HEAST CORNER OF LOT 14; THENCE ALONG THE SOllTHERLY LINE OF LOT 14 OF SAID SECTION 13 S 89°06'27" W 1335.68 FEET TO THE SOUTH ONE-QUARTER CORNER OF SAID SECTION 13, BEING A GARFIELD COUNTY BRASS CAP FOUND IN PLACE; THENCE ALONG THE NORTH­ SOUTH CENTERLINE OF SAID SECT::'.:ON 13 n 00°52'56 11 E 5332.05 FEET TO THE NORTH ONE-QUARTEH. CORNER OF SAID SECTION 13, AN AXLE IN PLACE; THENCE N 00°11'14 11 W ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 12, 458.62 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY FENCE OF GARFIELD COUNTY ROAD NO. 109, A REBAR AND CAP L.S. #19598 FOUND IN PLACE; THENCE S 13°28'04" E ALONG SAID RIGHT-OF-WAY FENCE 5'.'";J. 88 FEET; THENCE CONTINUING ALONG SAID RIGET-OF-WAY FENCE S 09c05'41" E 565.53 FEET; THENCE CONTINUING ALONG SAID RIGWf-OF­ WAY FENCES 17°42'56 11 E 728.56 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY FENCES 40°0J'42" E 175.51 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-·WAY FENCE S 32°40'06 11 E 463.99 FEET; THFNCE LEAVING SAID RIGHT-OF-WAY FENCE AND FOLLOWING AN EXISTING FENCE N 89°53'09" E 882.14 FEET; THENCE CONTINUING ALONG SAID EXISTING FENCE N 81°50' 4 0" E 6 0. 3 6 FEET; THENCE CONTINUING ALONG SAID EXISTING FENCE N 01°30'12" E 729.75 FEET; THENCE CONTINUING ALONG SAID EXISTING FENCE N 01°43'30" E 1113.97 FEET; THENCE ALONG THE EASTERLY LINE OF LOT 24 OF SAID SECTION 12 N 01°21'44 11 E 320.88 FEET; THENCE N 47°43 1 00 11 E 590.67 FEET TO THE NORTHERLY LINE OF LOT 25 OF SAID SECTION J.2; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 25 S 89°40'00 11 E 75.86 FEET 'l'O THE CENTERLINE OF THE ROARING FORK RIVER; THENCE ALONG THE CEN'rERLINE OF SAID RIVER S 17°43'01 11 E 163.46 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER S 30°45'18 11 E 163.28 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 51°43'05" E 662.76 FEET; THENCE CONTINUING ALONG SAID CEN'I'ERLINE OF RIVERS 44°35'57 11 E 175.65 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 13°33'31'' E 255.65 FEET; THENCE A-2 PAGENO. 3 • · ASPEN GLEN CLUB P. U .D. BOOK 835 P,\CE349 PROPERT.Y DESCRIPTION CONTINUING ALONG S~.ID CENTERLINE OF RIVER S 34°02'41 1i E 318.15 FEET: THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER. S 35°41'45" E 225.15 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 55°38'1811 E 196.47 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 63°49 1 03 11 E .388.20 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 57°51'22 11 E 449.02 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 47°11'37 11 E 122.26 FEET TO A POINT ON THE NORTHERLY.LINE OF LOT 12; THENCE LEAVING SAID CENTERLINE OF RIVER N 89 • 49 '40 11 W 406. 44 FEET TO THE NORTHEAST CORNER OF LOT 11 OF SAID SECTION 18; THENCE ALONG THE EASTERLY LINE OF SAID LOTS 11 AND 14 OF SAID SECTION 18 S 00·00 1 00 11 E 1336.51 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE· ALONG . THE SOUTHERLY LINE OF SAID LOT 14. S 89°58'06'' W 672.53 FEET TO THE SOUTH CENTER ONE-SIXTEENTH. CORNER, BEING A BLM ALUMINUM CAP IN PLACE; THENCE ALONG THE EASTERLY BOUNDARY OF LOT 15 OF SAID SECTION 18 S 00°36 1 33 11 W 334.72 FEET: THENCE N 89°55 1 05 11 • E ALONG THE SOUTHERLY LINE OF THEN\N~SW\SE\ 149.70 FEET TO THE CENTERLINE OF , SAID ROARING FORK RIVER: THENCE ALONG SAID CENTERLINE OF RIVER S 25°46 1 54 11 W 106.22 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 07°48'26 11 W 289.87 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER S 16°19'15 11 E 186.82 FEET; THENCE CONTINUING. ALONG SAID CENTERLINE OF RIVERS 60°24'25 11 E 205.10 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER N 76°51'11 11 E 164.34 •• FEE=i'; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER N 81°47'36 11 E 280.37 FEET; THENCE CONTINUIN~ ALONG SAID CENTERLINE OF' RIVER N 78 ° 29' 03 11 E. 233 ~ 93 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 81°45'25 11 E 314.48 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RI~ER S 6l 0 08 1 27rt E 374.17 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER S 4 6 ° 4 8 ' 3 7 11 E 211. 6 2 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER . S 01•22 1 34 11 E. 113.14.FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 25°51 1 48 11 E 225.75 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 08°49 1 55 11 E 269.98 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 31.27'28" E 259.89 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER S 46°16 1 00 11 E 573.86 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER : . S 59°53'51" E 279.72 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVERS 41°56'37 11 E 388.06 FEET; THENCE CONTINUING ALONG SAID CENTERLINE OF RIVER S 21 ° 26' 41 E 286. 20 FEET; THENCE. CONTINUING · ALONG SAID CENTERLINE OF RIVER S 08 ° 56' 52 11 E 81. 11 FEET TO THE NORTHERLY LINE OF LOT 3 OF SAID SECTION 20; THENCE N 88.33 1 13 11 W ALONG THE NORTHERLY LINE OF SAID LOT 3 385 .14 FEET TO THE NORTHWEST CORNER OF SAID.LOT 3; THENCE S 00°01'46 11 W ALONG THE WESTERLY LINE OF SAID LOT 3 425.16 FEET TO THE SOUTHWEST CORNER OF SAID LOT 3; THENCE N 89°58'18 11 E ALONG '!'HE SOUTHERLY LINE OF SAID LOT 3 697 .48 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE N 00°04 1 00 11 .W· ALONG THE EASTERLY LINE OF SAID LOT 3 407.22 FEET TO THE NORTHEAST CORNER OF LOT 3 OF SAID SECTION 20; THENCE CONTINUING ALONG SAID WESTERLY LINEN 00°04 1 00 11 W 151.69 FEET TO A POINT ON THE A-3 PAGE NO. 4 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION SOUTHERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN BOOK 314 PAGE 160 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE N 84°49'54 11 E ALONG SAID SOUTHERLY LINE 35.88 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINEN 85°29'12" E 47.40 FEET TO A REBAR ANO CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINES 85.49'41 11 E 103.69 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S 88°22 1 30 11 E 88.83 FEET (WHENCE A REBAR AND CAP L.S. #14060 BEARS S 56 ° 35'03 11 E 1. 02 FEET); THENCE CONTINUING ALONG SAID SOUTHERLY. LINEN 80°42'21 11 E 29.94 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; 'l'HENCE CONTINUING ALONG SAID SOUTHERLY LINEN 64.50'54 11 E 99.58 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINEN 70°51'54" E 37.92 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOU'rHERLY LINE S 84 ° 32' 22 11 E 37 .12 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINES 59°18'15 11 E 53.70 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINES 40°58'58 11 E 62.22 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING hLONG SAID SOUTHERLY LINES 28°48'44" E 153.29 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINES 33°50'49 11 E 107.91 FEET TO A REBAR AND CAP L.S. #14060 FOUND IN PUCE; THENCE CONTINUING ALONG SAID SOUTHERLY LINE N 63°05'54" E 298.19 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF THE DENVER & RIO GRANDE WESTERN RAILROAD; THENCE N 35°09'16" W ALONG SAID RIGHT-OF-WAY 583.96 FEET 'fO A POINT ON '11 HE WESTERLY LINE OF SAID NE\NW\, (WHENCE A REBAR AND CAP L.S. #14060 BEARS s 20°19'49 11 E 4.66 FEET); THENCE N 00·05'52 11 E ALONG SAID WESTERLY LINE 1360.94 FEET TO THE NORTHWEST CORNER OF SAID NE\NW\, A BLM ALUMINUM CAP FOUND IN PLACE; THENCE S 87.45'35" E ALONG THE NORTHERLY LINE OF SAID NE\NW\ 1325.81 FEET TO THE TRUE POINT Qi: BEGINNING, SAID PARCEL CONTAINING 1123.830 ACRES, MORE OR LESS. EXCEPTING FROM THE ABOVE DESCRIBED PROPERTY A LEASE AND AGREEMENT FOR THE SALE AND PURCHASE OF GRAVEL. RECORDED IN RECEPTION NO. 305982 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE BEING DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN LOTS 1, 2, 5, 6, 7, 11 & 12 OF SECTION 13, TOWNSHIP 7 SOUTH, RANGE 89 WEST AND IN LOTS 4, 9, 10, 11, 14, 15, 16 & 17 AND IN THE SW\SE\ OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PAR'fICULARLY DESCRIBED AS FOLLOWS: (ALL BEARINGS CONTAINED HEREIN ARE BASED ON A BEARING OF S 00°01'46 11 H BE'rWEEN THE NORTHWEST CORNER OF SAID SEC. 20 AND THE WEST QUARTER CORNER OF SAID SEC. 20, 1986 BLM ALUM. CAPS IN PLACE) A-4 PAGE NO .. 5 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 13, AN AXLE IN PLACE, THENCE S 43.21'15 11 E 2540.23 FEET TO '£HE SOUTHEAST CORNER OF THE TELLER SPRINGS SUBDIVISION, .TiiE TRUE POINT OF BEGINNING: THENCE N 01.30 1 12 11 E ALONG THE EASTERLY LINE OF SAID SUBDIVISION 729.75 FEET; THENCE CONTINUING ALONG SAID PASTERLY LINE N 01°43'30" E 1113.97 FEET TO THE NW CORNER OF LOT l OF SAID SEC'l'ION 13; 'rHENCE LEAVING SAID EASTE1~LY LINE S 89°52 1 09 11 E ALONG THE NORTHERLY LINE OF SAID LOT 1, 103.76 FEET TO A POINT BEING 5.0 FEET SOUTHWESTERLY OF THE ROBERTSON DITCH; THENCE THE FOLLOWING THIRTY FOUR (34) COURSES ALONG A LINE BEING FIVE FEET SOUTHWESTERLY OF AND PARALLEL TO SAID DITCH: 1. S 32.39'14 11 E 126.21 FEET 2. S 46°44'01" E 101.92 FEET 3. S 58°33'08 11 E 103.32 FEET 4. S 58°00'02 11 E 64.81 FEET 5. S 67°42 1 09 11 E 113.94 FEET 6. S 56°01'54" E 86.09 FEET 7. S 48°44'16 11 E 94.31 FEET 8. S 54°12'24 11 E 91.37 FEET 9. S 65°43'26 11 E 93.55 FEET 10. S 59°30'17 11 E 68.30 FEET 11 . s 5 7 ° 18 / 2 9 II E 6 2 • 81 FEET 12. S 58°15'43 11 E 56.28 FEET 13. S 69°19'37 11 E 71.02 FEET 14. S 63°33'32 11 E 80.52 FEET 15. S 5 2 ~ 4 9' 5 3 11 E 5 6 . 6 7 FEET 16. S 52°18'07 11 E 96.50 FEET 17. S 51°46'39 11 E 131.35 FEET 18. S 50°09'46 11 E 64.52 FEET 19. S 67°05'38 11 E 73.67 FEET 20. S 66°35'27 11 E 54.01 FEET 21. S 58°42'41: E 86.11 FEET 22. S 69°18'14 11 E 76.28 FEET 23. S 74°03'06 11 E 68.83 FEET 24. S 52°21'15 11 E 35.90 FEET 25. S 49°04 1 22 11 E 61.97 FEET 26. S 41°07'16 11 E 105.82 FEET 27. S 33°43 1 47 11 E 107.86 FEET 28. S 31°39'54 11 E 78.81 FEET 29. S 44°00'03 11 E 113.96 FEET 30. S 52°24'20 11 E 86.50 FEET 31. S 35°41'35 11 E 43.48 FEET 32. S 18°54'25 11 E 62.55 FEET 33. S 26°48'20 11 E 139.55 FEET 34. S 23°50'33" E 101.77 FEET TO A POINT ON 'l'HE EASTERLY LINE OF LOT 11 OF SAID SECTION 18; THENCE S 00°00'00 11 E ALONG THE EASTERLY LINE OF SAID LOT 11 AND LOT 14 OF SAID SECTION 18 622.77 FEET TO A POINT BEING 5. 0 FEET WESTERLY OF 'rHE HIGH WATER LINE OF A-5 PAGE NO. 6 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION THE WESTERLY BANK OF THE ROARING FORK RIVER; THENCE LEAVING SAID LOT LINE THE FOLLOWING FIVE (5) COURSES ALONG A LINE BEING FIVE FEET WESTERLY OF AND PARALLEL TO THE HIGH WATER LINE OF THE WESTERLY BANK OF THE ROARING FORK RIVER: 1. S 52°11'09" W 31.96 FEET 2. S 55°08 1 57 11 W 79.59 FEE•r 3. S 59°32 1 47 11 W 54.32 FEET 4. S 36°29 1 50" W 11.85 FEET 5. ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1033. 63 FEET AND ' A CENTRAL ANGLE OF 21°35'27 11 , A DISTANCE OF 389.50 FEET (CHORD BEARS S 49°22'26 11 W 387.20 FEET) TO A POINT ON THE NORTHERLY LINE OF THE SW\SE~ OF SAID SECTION 18; THENCE S 89.58'06 11 W ALONG SAID NORTHERLY LINE 234.22 FEET TO THE NORTHWEST CORNER OF SAID SW\SE\; THENCE S 00°36'33" W ALONG THE WESTERLY LINE OF SAID SW\SE\ 334. 72 FEET TO THE SOUTHWEST CORNER OF THE N~N~SW\SE\; THENCE N 89°55'05" E ALONG THE SOUTHERLY LINE OF SAID N~N\SW\SE\ 59.71 FEET TO A POINT WHICH IS FIVE FEET WESTERLY OF THE HIGH WATER LINE OF THE WESTERLY BANK OF THE ROARING FORK RIVER; THENCE ALONG A LINE BEING FIVE FEET WESTERLY OF AND PARALLEL TO THE HIGH WATER LINE OF THE WESTERLY BANK OF THE ROARING FORK RIVER ALONG THE ARC OF A NON­ TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1033.63 FEET AND A CENTRAL .ANGLE OF 16°13'19", A DISTANCE-OF 292.65 FEET (CHORD BEARS S 09°19'50 11 W 291.67 FEET); THENCE LEAVING SAID FIVE FOOT OFFSET LINEN 89°23'42" W 15.53 FEE'!' TO A POINT ON THE EASTERLY LINE OF LOT 17 OF SAID SECTION 18; THENCE S 00°36 1 18 11 W ALONG SAID EASTERLY LINE 716.59 FEET TO THE SOUTHEAST CORNER OF SAID LOT 17; THENCE S 89°46'00 11 W ALONG THE SOUTHERLY LINE OF SAID LOT 17, 289.11 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF COLORADO MIDLAND RAILROAD; THENCE N 30°32'18 11 W ALONG SAID EASTERLY RIGHT-OF-WAY 1822.07 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY N 30 ° 27' 02 11 W 783. 75 FEET TO A POINT ON THE SOUTHERLY LINE OF TELLER SPRINGS SUBDIVISION; THENCE N 81 ° 50' 40 11 E ALONG SAID SOUTHERLY LINE 5. 57 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL CONTAINING 120.112 ACRES, MORE OR LESS. ALSO EXCEPTING FROM THE ABOVE DESCRIBED PROPERTY A PARCEL OF LAND SITUATED IN LOT 1 AND 6 OF SECTION 13, TOWNSHIP 7 SOUTH, RANGE 89 WEST AND IN LOTS 4, 6 AND 9 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 8 8 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, s·rATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 13, AN AXLE IN PLACE; THENCE S 80°09'24 11 E 2469.81 FEET TO A POINT ON THE EASTERLY LINE OF THE LEASE AND AGREEMENT FOR THE SALE AND PURCHASE OF GRAVEL PARCEL, THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID A-6 PAGE NO. 7 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION EASTERLY LINES 86°54'40 11 E 90.38 FEET; THENCE N 83°12'17 11 E 112.38 FEET; 'rHENCE N 48"46'15 11 E 165.45 FEET; THENCE S 44°59'32 11 E 246.06 FEET; THENCE S 82°13 1 10 11 E 210.86 FEET; THENCE S 40°56'54 11 8 296.12 FEET; THENCE S 37°16'31 11 E 360.84 FEET; THENCE S 44°29'49 11 W 47.14 FEET TO A POINT ON THE EASTERLY LINE OF SAID LEASE AND AGREEMENT PARCEL;.THENCE N 52.21'15 11 W 35.90 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINEN 74°03 1 06 11 W 68.83 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINEN 69°18'14 11 W 76.28 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINEN 58°42'41" W 86.11 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 66 ° 35' 27 11 W 54. 01 FEET; THENCE CON'l'INUING ALONG SAID EASTERLY LINE N 6 7 • 0 5' 3 8" W 73. 67 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 50 ° 09'46 11 W 64. 52 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 51°46'39 11 W 131.35 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINEN 52°18'07 11 W 96.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINEN 52°49'53 11 W 56.67 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 63°33'32 11 W 80.52 FEET; THENCE CONTINUING ALONG SAID EASTERLY. LINE N 69°19'37 11 W 71.02 FEET; 'rHENCE CONTINUING ALONG SAID EASTERLY LINE N 58°15'43 11 W 56.28 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 57 ° 18' 29 11 W 62. 81 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 59°30'17 11 W 68.30 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINEN 65°43"26 11 W 93.55 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 54°12'24 11 W 91.37 FEET TO THE TRUE POINT___Ql: BEGINNING; SAID PARCEL CONTAINING 5.417 ACRES, MORE OR LESS. THE ABOVE DESCRIBED PROPERTY IS ALSO SUBJECT TO THE GARFIELD COUNTY ROAD NO. 109 RIGHT-OF-WAY DESCRIBED AS FOLLOWS: A 60.00' WIDE PARCEL OF LAND SITUATED IN LOT 23 OF SECTION 12, LOTS J, 4, 5, 8, 10, 12, 13, AND 16 OF SECTION 13, LOT 1 OF SECTION 24, ALL IN TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN LOTS 8, 9, AND 17 OF SECTION 19, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELDf STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (ALL BEARINGS CONTAINED HEREIN ARE BASED ON A BEARING OF S 00°01'46" W BETWEEN THE NORTHWEST CORNER OF SAID SECTION 20 AND THE WEST QUARTER CORNER OF SAID SECTION 20, 1986 BLM ALUMINUM CAPS IN PLACE) COMMENCING AT THE NOR'rH ONE-QUARTER CORNER OF SAID SECTION 13 , AN AXLE IN PLACE; THENCE N 00°11'14 11 W ALONG THE NORTH-SOUTH CENTERLINE OF' SAID SECTION 12, 458. 62 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY FENCE OF GARFIELD COUNTY ROAD NO. 109, A REBAR AND CAP L.S. #19598 FOUND IN PLACE, Tl:HL~l'RUE POINT OF BEGINNING; THENCE S 13 u 2 8' 0 4 11 E ALONG SAID RIGHT-OF-WAY FENCE 553.88 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY FENCE A-7 'PAGE NO. 8 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION S 09°05'41" E 565.53 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF­ WAY FENCES 17°42 1 56 11 E 728.56 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY FENCES 40°03 1 42" E 175.51 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY FENCES 32°40'06" E 463.99 FEET; THENCE LEAVING SAID RIGHT-OF-WAY FENCE AND ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD #109 S 32.40'06" E 25.66 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAYS 20°26'02 11 E 562.19 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO ·THE LEFT HAVING A RADIUS OF 5287. 84 FEET AND A CENTRAL ANGLE OF 05°52'29", A DISTANCE OF 542.18 FFET (CHORD BEARS S 23°22'16" E 541.94 FEET); THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY S 26 °18' 31" E 854 .10 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE 'l'O THE RIGHT HAVING A RADIUS OF 730,33 FEET, A CENTRAL ANGLE OF 19.45 1 06", A DISTANCE OF 251.77 FEET (CHORD BEARS S 16°25'57 11 E 250.53 FEET); THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAYS 06°33'24" E 156. 75 FEET; THENCE CON'rINUING ALONG SAID EASTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO 'l'HE LEFT HAVING A RADIUS OF 1635. 67 FEET, A CENTRAL ANGLE OF 19°07'06", A DISTANCE OF 545.79 1',EET (CHORD BEARS S 16°06'57'' E 543.26 FEET); THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY S 20°41'20 11 E 11.95 FEET; '!'HENCE CONTINUING ALONG SAID EASTERLY RIGH·r-oF-WAY S 29·02 1 45 11 E 367.48 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY S 29°19'46 11 E 501.69 FEET; •rHENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAYS 32°15'50 11 E 38.79 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAYS 34°46'46" E 649.59 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAYS 46°01'35 11 E 38.04 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAYS 57°35'29 11 E 479.98 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY S 57°36'01" E 517.80 FEET; THENCE CONTINUING ALONG SAID EASTERLY RIGH'r-OF-WAY s 77°49 1 23 11 E 107.47 FEET; 'rHENCE CONTINUING ALONG SAID RIGHT-OF-WAY S 78°59'34 11 E 402,07 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1001. 79 FEET AND A CENTRAL ANGLE OF 11°53 1 43 11 , A DISTANCE OF 207.98 FEET, (CHORD BEARS S 84.56'26 11 E 207.61 FEET); THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 89°06'43 11 E 181.02 FEET THENCE CON'l'INUING ALONG SAID RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 190.10 FEET AND A CENTRAL ANGLE OF 62°50'04", A DISTANCE OF 208.48 FEET, (CHORD BEARS S 59°28'15 11 E 198.19 FEET); THENCE CONTINUING ALONG SAID RIGHT-OF-WAY S 28°03'13" E 259.67 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF­ WAY ALONG THE ARC OF A CURVE TO 'l'HE LEFT HAVING A RADIUS OF 1494. 54 FEET AND A CENTRAL ANGLE OF 18°30'15 11 , A DISTANCE OF 482.67 FEET, (CHORD BEARS S 37°18'21" E 480.58 FEET); THENCE CONTINUING ALONG SAID RIGH'I-OF-WAY S 46°33'28 11 E 453.89 FEET; THENCE CONTINUING ALONG SAIT1 RIGHT-OF-WAY ALONG THE ARC OF' A CURVE 'rO THE RIGHT HAVING A HADIUS OF 1024.62 FEET AND CENTRAL ANGLE OF _;_q 0 52'05 11 , A DISTANCE OF 355.30 FEET (CHORD BEARS S 36°37'26 11 E 353.52 FEET); 'I'HENCE CONTINUING ALONG SAID RIGHT-OF-WAYS 26°41'23 11 E 161.91 A-8 PAGE NO. 9 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY ALONG 'THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1902.23 FEET AND A CENTRAL ANGLE OF 08°22'57", A DISTANCE OF 278.30 FEET, (CHORD BEARS S 30°52'52 11 E 278.05 FEET); •rHENCE CONTINUING ALONG SAID RIGHT-OF­ WAY S 35°04'20 11 E 518,24 FEET TO A POINT ON THE SOUTHERLY LINE OF THE SIEVERS PARCEL; THENCE N 89°15'57 11 W ALONG SAID SOUTHERLY LINE 6.66 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S 00°01'25" W 59.78 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE N 32°31'00 11 W 1283.00 FEET; THENC:S CONTINUING ALONG SAID SOUTHERLY LINEN 47°20'00 11 W 761.88 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD NC. 109; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1554. 54 FEE·r AND A CENTRAL ANGLE OF 09 ° 36 '39", A DISTANCE OF 260.76 FE.~T, (CHORD BEARS N 32°51'33 11 W 260.45 FEET); THENCE CONTINUING ALONG SAID RIGHT-OF-WAY N 2a·o3'13 11 W 259.67 FEET; 'THENCE CONTINUING ALONG SAID RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO 'l'HE LEFT HAVING A RADIUS OF 130 .10 FEET AND A CENTRAL ANGLE OF 62°50'04 11 , A DISTANCE OF 142.68 FEET, (CHORD BEARS N 59°28'15" W 135.64 FEET); THENCE CONTINUING ALONG SAID RIGHT-OF­ WAY S 89°06'43" W 177.52 FEET TO A POINT ON THE SOUTHERLY LINE OF THE SIEVERS PARCEL; THENCE N 47°20'00" W ALONG SAID SOUTHERLY LINE 41.37 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE N 81°57'00" W 723.48 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF SAID GARFIELD COUNTY ROAD NO. 109; THENCE N 57°36 1 01 11 W ALONG SAID WESTERLY RIGHT-OF-WAY 513.47 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 57°35'29 11 W 486.06 FEET~ THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 46°01'35 11 W 50.02 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 34°46'46" W 656.82 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGH'l'-OF-WAY N 32°15'50" W 41.64 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 29°19'16 11 W 503.37 FEET; THENCE CON'l'INUING ALONG SAID WESTERLY RIGHT-OF-WAY N 29.02'45 11 W 372.01 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 20°41'20 11 W 13.75 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1695.67 FEET AND A CENTRAL ANGLE OF 19°01'46 11 , A DISTANCE OF 563.17 FEET (CHORD BEARS N 16°04'17" W 560.59 FEET); THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-\-'JAY N 06°33'24n W 156.75 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 670.33 FEET AND A CEN'I'RAL ANGLE OF 19"45'06 11 , A DISTANCE OF 231.09 FEET (CHORD BEARS N 16°25'57" W 229.94 FEET); 'I'HENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 26 ° 18 1 31 11 W 854 .10 FEET; THENCE CONTINUING A.LONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 5347.84 FEET AND A CEN'I'RAL ANGLE OF 05°52'29 11 , A DISTANCE OF 548.33 FEET (CHORD BEARS N 23°22'16" W 548.09 FEET); THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 20 ° 26'02 11 W 555. 76 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 32°40 1 06 11 W 479.34 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY A-9 PAGE NO. 10 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION N 4o"oj 1 42» W 183.48 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 17°42'56 11 W 744.93 FEET; THENCE CON'J'INUING ALONG SAID WES'rERLY RIGHT-OF-WAY N 09.05'41 11 W 567.76 FEE•r; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY N 13°28'04 11 W 297.39 FEET TO A POINT ON THE NORTH-SOUTH CENTERLINE OF SAID SECTION 12; THENCE N 00°11'14" W 261.19 FEET TO Tllli_TIUJE POINT OF BEGINNING., SAID RIGHT-OF-WAY CONTAINING 14.169 ACRES, MORE OR LESS. THE ABO~E DESCRIBED PROPERTY IS ALSO SUBJECT TO THE COLORADO STATE HIGH.WAY #82 RIGHT-OF-WAY DESCRIBED AS FOLLOWS: A PARCEL OF LAND SI'rUATED IN 'l'HE NE\NW~ AND IN LOTS 5, 6, 7, 10, 11, 16, AND 20 OF SECTION 20 AND IN LOT 2 OF SECTION 29, ALL IN TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUN'l'Y OF GARFIELD, S'rA'l'E OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ( ALL BEARINGS CONTAINED HEREIN ARE BASED ON A BEi-JUNG OF S 00 ° 01 '46 11 W BETWEEN THE NORTHWES'l' CORNER OF S.?-\ID SEC'rION 20 AND 'l'HE WEST QUARTER CORNER OF SAID SECTION 20, 1986 BLM ALUMINUM CAPS IN PLACE) BEGINNING A'r THE NORTHWEST CORNER OF SAID SECTION 20; THENCE S 47°24'11 11 E 1785.35 FEET TO 'l'HE POINT OF IN'rERSECTION OF 'l'HE SOU'I'HERLY RIGHT OF WAY OF COLORADO STATE HIGHWAY #82 AND THE WES'l'ERLY LINE OF SAID NE\NW\, 'l'HE TRUE POIN'r OF BEGINNING; THENCE N 00°05'52 11 E 424.97 FEET TO A POIN'r ON THE NORTHERLY RIGHT-OF-WAY OF SAID COLORADO STATE HIGHWAY #82; THENC~ ALONG SAID NORTHERLY RIGHT-OF-WAY S 35 ° 21' 30 11 E 231~. 28 FEET TO A COLORADO DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY MONUMEN'T FOUND IN PLACE; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAYS 18°39'30'' E 104.40 FEET TO A COLORADO DEPAR'l'MENT OF HIGHWAYS RIGHT-OF-WAY MONUMENT FOUND IN PLACE; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY S 35 ° 21 '30 11 E 1600. 00 FEET TO A COLORADO DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY MONUMENT FOUND IN PLACE; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAYS 52°03'30 11 E 104.40 FEE'r TO A COLORADO DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY MONUMENT FOUND IN PLACE; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAYS 35°21'30 11 E 495.00 FEET TO A COLORADO DEPAR'rMENT OF HIGHWAYS RIGHT-OF-WAY MONUMENT FOUND IN PLACE; 'rHENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY ALONG 'I'HE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 5730. 00 FEET AND A CENTRAL ANGLE OF 04°21'31 11 , A DISTANCE OF 435.91 FEET (CHORD BEARS S 37°36'30 11 E 435.80 FEET); THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY S 39 ° 51' 30 11 E 455. 00 FEET TO A COLORADO DEPAR'rMENT OF HIGHWAYS RIGHT-OF-WAY MONUMENT FOUND IN PLACE; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAYS 52°59'30 11 E 44.97 FEET TO A P0INT ON THE EASTERLY LINE OF SAID LOT 16; THENCE ALONG SAID EAS'rERLY LINE S 01 ° 30' 51 11 W 94. 50 FEET TO THE SOUTHEAST CORNER OF LOT 16 OF' SAID SECTION 20; THENCE ALONG THE EASTERLY LINE OF LOT A-10 • ..• PAGE·. NO~ 11 ASPEN GLEN CLUB P.U.D. PROPERTY DESCRIPTION 2 OF SAID SECTION 29 S 01°✓,1i57 11 W 462.08 FEET TO A POINT ON. THE SOUTHERLY. RIGHT-OF-WAY OF SAID STATE HIGHWAY #82; THENCE ALOHG SAID SOUTHERLY RIGHT~OF-WAY N 35°09'16" W • 3904.20 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY s 88.33'59 11 E 62.27 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY N 35°09'16" W 652.28.FEET; THENCE CONTINUING ALONG .SAID SOUTHERLY. RIGHT.:.OF-WAY S 00°11'56 11 E 87.27 FEET; THENCE CONTINUING ALONG SAID • SOUTHERLY RIGHT-OF-WAY LINEN 35°09'16" W 1191.18 FEET TO THE TRUE POINT OF BEGIHMING, SAID PARCEL CONTAINING 31. 789 ACRES MORE OR LESS. THE ABOVE DESCRIBED PROPERTY IS ALSO SUBJECT TO THE DENVER & RIO GRANDE WESTERN RAILROAD RIGHT-OF-WAY DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN. THE NE\NW\ AND IN· LOTS 5, 6, 7, 10, 11, 16, AND 20 OF SECTION 20 AND IN LOT 2 OF SECTION 29, ALL IN TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID· PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (ALL BEARINGS CONTAINED HEREIN ARE-BASED.ON A BEARING OF S 00°01'46 11 W BETWEEN THE NORTHWEST CORNER OF SAID SECTION 20 AND THE WEST QUARTER CORNER OF SAID SECTION 20, 1986 BLM ALUMINUM CAPS IN PLACE) • BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 20; THENCE. S 4 7 ° 2 4' 11 11 E 17 8 5 . 3 5 FEET TO THE POINT OF INTERSEC_TION OF THE NORTHERLY RIGHT-OF-WAY OF THE DENVER & RIO GRANDE WESTERN RAILROAD AND THE WESTERLY LINE OF SAID NE\NW~, THE TRUE POINT OF BEGINNING; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID RAILROAD s 35°09'16 11 E 1191.18 FEET;. THENCE CONTINUING ALONG SAID NORTHERLY RAILROAD RIGHT-OF~WAY N 00°11'5611 W 87.27 FEET: THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAYS 35°09'1611 E 652.28 FEET; THENCE. CONTINUING ALONG SAID NORTHERLY RIGHT~OF-WAY N 88°33'5911 W 62.27 FEET; THENCE.CONTINUING ALONG .SAID NORTHERLY RIGHT-OF~WAY. S 35°09 1 16 11 E 3904.20FEET TO A POINT ON THE EASTERLY LINE OF LOT • 2 OF SAID SECTION 29; THENCE ALONG THE EASTERLY LINE OF SAID LOT 2 SOUTH 01~21'57 11 W 168.04 FEET TO A POINT OF INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID DENVER & RIO • GRANDE WESTERN RAILROAD AND THE EASTERLY LINE OF SAID· LOT 2; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE N 35°09'16 11 W 4113.48 FEET; THENCE CONTINUING. ALONG SAID SOUTHERLY RIGH'r;..oF-WAY LINE N 88.33'59 11 W 62. 27 FEET: THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY. LINE N 35°09'16 11 W 217.72 FEET; THENCE ·CONTINUING ALONG SAID. SOUTHERLY RIGHT-OF-WAY LINE N 00°11'56" W 87.27 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF.;;.WAY LINEN 35.09 1 16 11 W 608.79 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE N 35°09'16" W 583.96 FEET TO A POINT ON THE WESTERLY LINE OF THE A-11 PAGE NO. 12 ASPEN GLEN CLUB P.U.O. PROPERTY DESCRIPTION BIJO~ 835 PtJE358 NE\NW\ OF SAID SECTION 20; THENCE ALONG SAID WESTERLY LINE OF THE NE,NW\ OF SAID SECTION 20 N oo·o5'52" E 173.26 FEET TO THE TRUE POINT OF BEGINNXNG, SAID PARCEL CONTAINING 13.936 ACRES, MORE OR LESS. NET ACREAGE OF THE ABOVE DESCRIBED PROPERTY EQUALS 938.407 ACRES, MORE OR LESS. REVISED 2/18/92, 5/28/92 G 835 PtCE359 EXHIBIT TO ASPEN GLEN RESOLUTION DEVELOPMENT AGREEMENT BOOK 835 PtCE36Q DEVELOPMENT AGREEMENT 'WHEREAS, the Aspen Glen Company has tendered a proposed Planned Unit Development to the Board of County Commissioners of Garfield County, Colorado, requesting approval of that extensive development plan; and WHEREAS, the Board of County Commissioners of Garfield County, Colorado, has determined that such plan should be granted subject to extensive conditions, specifically including a detailed phasing plan. NOW, THEREFORE, BE IT AGREED BY AND BETWEEN THE ASPEN GLEN COMPANY AND THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, AS FOLLOWS: 1. The PUD plan submitted by the Aspen Glen Company, on or about March 3, 1992, and conditionally approved by the Board of County Commissioners on June 29, 1992, shall be deemed to be a site specific development plan entitling the developer to certain vested rights as set forth in Section 24-68-101, et seq., C.R.S., as amended. 2. The proposed PUD, as conditionally approved, contains a specific phasing plan at Paragraph 79 of that Resolution. Additionally, the magnitude of the proposed project, including a regionalized wastewater facility, development of a water treatment system, extensive on and off site road improvements, and development of over 600 housing units, requires that the Board of County Commissioners extend the period for vested rights attaching to that site specific development plan to and including the period of June 30 1 1992 through and including March 14, 2001. 3. The approval of the Aspen Glen PUD, together with th~ extended period for vested rights is specifically conditioned upon strict compliance with all of the terms and conditions of the approval of that PUD as set forth in the Resolution of.June 29, 1992. The developer shall comply strictly with the terms of phasing set forth in Paragraph 79 of that Resolution. By specifically noting that strict compliance is needed with the terms of phasing, neither party herein diminishes the obligation of the developer, the Aspen Glen Company, to comply with all of the conditions set forth in the approval of that PUD. The parties to this agreement recognize that the failure of the applicant to comply with any of the terms and conditions of approval of the PUD as set forth by the Board of County Commissioners, shall subject the applicant to a forfeiture of the vested rights agreed to herein, as set forth in Section 24-68-103(1), C.R.S., as amended. f,{; DONE AND AGREED TO this :f<CZ -day of o~ , 1992. ;; BOARD OF COUNTY COMMISSIONERS ATTEST: OF GARFIELD COUNTY, COLORADO B?2 a~~~;:' Chairman ATTEST: EXHIBIT TO ASPEN GLEN RESOLUTION PLANNED UNIT DEVELOP.KENT PLAN MAP ~ook o.p Or\. ~ i le With or,ginnl ~eso I Lt +ion_ If\. c_ I e..r k 's o~~iee • -----------------~ , ------= ~ - --... I , • -- ~--~- ::=!:~~-~~,Jc J I rW'i Ac«ss (osemenr/ l • - ' ' , . ' - ; ·. , . -\ ' - C ~ • _, • l . ·-• - t • I • \ ' ,· - I I - ,. - l -~ I ' ~'. }~ ., ' t • • ....... ,, ' '-- -- • -• t' • . . I ' pUD D e.ve(oymeri t p(u.n _Asp e nG\en Garfield eountY ---• , ------" --------=--. --_.. ,.,_ -... --------..... • , . . 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