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Home My WebLink About1.00 General Application MaterialsGARFIELD COUNTY, COLORADO November, 2024 GARFIELD COUNTY AMENDMENT TO AN EXISTING TEMPORARY USE PERMIT OWNER: BLUE MIND LLC; SHELDON WOLITSKI, MANAGER PARCEL ID: 239336400278 2340 100 County Road, Carbondale, CO 81623 COLORADO EXTREME Prepared for: Blue Mind, LLC Sheldon Wolitski, Manager 5090 Upper Cattle Creek Road Carbondale, CO 81623 Prepared by: DHM Design 255 Main St. #201 Carbondale, CO 81623 November 2024 Project Team 1 Application Form 2 General Application Materials 4 Statement of Authority 5 Letter of Authorization 6 Waiver Requests 7 Ownership Information 8 Payment Agreement Form 26 Adjacent Property Owners Map 27 Adjacent Property Owners List 28 Mineral Estate Owners List 29 Mineral Owner Research 30 Mineral Reservation 31 Project Description 33 Specific Application Materials 38 Vicinity Map 39 Site Plan (4-203.D) 40 Grading + Drainage Plan (4-203.E) 40 Landscaping Plan (4-203.F) 40 Impact Analysis 41 Rezoning and Justification Report (4-203.H) 51 Statement of Appeal (4-203.I) 51 Development Agreement (4-203.J) 51 Improvements Agreement (4-203.K) 51 Traffic Study 52 Engineering Report 53 Water Supply + Distribution Plan (4-203.M) 54 Wastewater Management + System Plan (4-203.N) 55 Floodplain Analysis (4-203.O) 56 Standards 57 Division 1. General Approval Standards 58 Division 2. General Resource Protection Standards 62 Division 3. Site Planning and Development Standards 65 Table of Contents 1 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Project Team Relevant Materials from Prior Applications by: Owner: Blue Mind, LLC Sheldon Wolitski, Manager 5090 Upper Cattle Creek Road Carbondale, CO 81623 919.349.2980 (c) sheldon@coloradoextreme.org Javier Martinez, Site Manager 970-379-7398 (c) Planning, Site Design, + Ecological Services: Jason Jaynes, Principal, PLA DHM Design 225 Main Street, Suite 201 Carbondale, CO 81623 970.963.6520 (o); 970.366.1637 (c) jjaynes@dhmdesign.com Civil Engineering: Richard Goulding, President/Owner, PE Roaring Fork Engineering 592 CO-133 Carbondale, CO 81623 970.340.4130 (o) richardg@rfeng.biz Civil Engineering: J.R. Spung, Senior Project Manager, PE JVA Consulting Engineers 817 Colorado Avenue, Suite 301 Glenwood Springs, CO 81601 970.404.3085(o) jsprung@jvajva.com Traffic Engineering: Cassie Slade, P.E., PTOE, Principal/ Owner Fox Tuttle Transportation Group 1624 Market Street, Suite 202 Denver, CO 80202 303.652.3571 cassie. slade@foxtuttle. com Water Engineering: Eric Mangeot, P.E., Senior Project Manager LRE Water, Senior Project Manager 909 Colorado Avenue Glenwood Springs, CO 81601 970.945.6777 eric.mangeot@lrewater. com 2 Colorado Extreme | Amended Land Use Change Permit Application Application Form Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION Administrative Review Development in 100-Year Floodplain Limited Impact Review Development in 100-Year Floodplain Variance Major Impact Review Code Text Amendment Amendments to an Approved LUCP LIR MIR SUP Rezoning Zone District PUD PUD Amendment Minor Temporary Housing Facility Administrative Interpretation Vacation of a County Road/Public ROW Appeal of Administrative Interpretation Location and Extent Review Areas and Activities of State Interest Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act Pipeline Development Variance Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ Representative (Authorization Required) Name: ________________________________________________ Phone: (______)_________________ Mailing Address: ______________________________________________________________________ City: _______________________________________ State: _______ Zip Code: ____________________ E-mail:_______________________________________________________________________________ PROJECT NAME AND LOCATION Project Name: _____________________________________________________________________________________ Assessor’s Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___ Physical/Street Address: ________________________________________________________________ Legal Description: ______________________________________________________________________ _____________________________________________________________________________________ Zone District: ___________________________________ Property Size (acres): __________________ Sheldon Wolitski 919 349-2980 5190 Upper Cattle Creek Road Carbondale CO 81623 sheldon@coloradoextreme.org Jason Jaynes 970 963-6520 225 Main Street, Suite 201 Carbondale CO 81623 jjaynes@dhmdesign.com Colorado Extreme Hockey 2340 100 County Road Carbondale, CO 81623 Section: 36 Township:7 Range: 88 A Parcel of land situate in section 36,T7S, R88W and section 1, T8S, R88W, being more particuarly described per boundary line and adjustment map reception no. 998531.69.749 acres Rural,69.75 2 3 9 3 3 6 4 0 2 7 8 3 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM PROJECT DESCRIPTION Existing Use: __________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Proposed Use (From Use Table 3-403): _____________________________________________________ Description of Project: __________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ REQUEST FOR WAIVERS Submission Requirements The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ Waiver of Standards The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: ______________________________ Section: _________________________________ Section: ______________________________ Section: _________________________________ I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ______________________________________________________ __________________________ Signature of Property Owner Date OFFICIAL USE ONLY File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________ Property is currently being used as a temporary, outdoor hockey training facility. A Land Use Change Permit (#LIPA-08-22-8917) for the temporary outdoor recreation was recorded on October 10th, 2022 A Major Amendment to the Temporary Use Permit (#LIPA-08-23-8978) was Recorded on October 10th, 2023 Recreation, Outdoor A temporary outdoor youth hockey facility and summer training area Development Agreement (4-203J)Wastewater Management and System Plan (4-203N0 Improvement Agreement (4-203K) 11/14/2024 4 Colorado Extreme | Amended Land Use Change Permit Application General Application Materials 5 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Statement of Authority 6 Colorado Extreme | Amended Land Use Change Permit Application Letter of Authorization DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM 225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520 Affidavit authorizing property owner consent for representation during Land Use Change Permit Application and Review for Colorado Extreme Sports. Blue Mind LLC, owner of the below described property, hereby authorizes Jason Jaynes of DHM Design as representative through the Land Use Change Permit Application process and give authorization for this representative to act on our behalf during the project and to be the primary person to be contacted as necessary by the Community Development Department for the property located at: 2340 100 County Road, Carbondale, Colorado 81623 Parcel ID: 239336400278 Sheldon Wolistski, Manager Blue Mind LLC ________________________________________ signature date 11/14/2024 7 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Waiver Requests DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM 225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520 To: Mr. Glenn Hartmann / Garfield County From: Jason Jaynes, DHM Design; jjaynes@dhmdesign.com Date: 10.28.2024 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-267 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Waiver Requests Dear Glenn, As we’ve discussed previously, we intend to structure the revised LU change application for the Colorado Extreme to reflect phasing of usage; due to the temporary nature of this current application we would like to request are the following waiver requests: Development and Improvement Agreements and Wastewater Management Plan. At the time of a permanent facility proposal, all necessary permit/application sections will be completed, as deemed necessary by the County. Requested Waivers: 1. Landscape Plan (4-203 F) The Proposed facilities are intended for temporary use; due to this, we are requesting a waiver from the required landscape plan. An existing mature vegetative buffer borders the property boundary to the north. All existing vegetation, including that within the core of the property is to be preserved and will serve to mitigate visual, acoustic and dust concerns. 2. Development and Improvement Agreements (4-203.J, K) No vesting issues or public improvements are included as part of this application. 3. Wastewater Management and System Plan (4-203. N) As a condition of approval, we are requesting a waiver to allow a temporary restroom facilities in-lieu of a permanent OWTS system. The proposed temporary restrooms will be heated for winter use and regularly cleaned/emptied by a third-party service provider. A permanent OWTS system will be developed as part of the future/permanent facility proposal. Thank you for your guidance on the application and associated waiver requests. I look forward to discussing this approach and any questions with you. Sincerely, Jason Jaynes Principal 8 Colorado Extreme | Amended Land Use Change Permit Application Ownership Information Additional ownership information is provided in Appendix I. 9 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM 10 Colorado Extreme | Amended Land Use Change Permit Application 11 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM 12 Colorado Extreme | Amended Land Use Change Permit Application 13 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM *Not to Scale. See full-sized map in Appendix 14 Colorado Extreme | Amended Land Use Change Permit Application Land Title Guarantee Company Date: February 22, 2024 Subject: Attached Title Policy BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY for 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 Enclosed please find the Owner's Title Insurance Policy for your purchase of the property listed above. This title policy is the final step in your real estate transaction, and we want to take a moment to remind you of it s importance. Please review all information in this document carefully and be sure to safeguard this policy along with your other legal documents. Your owner's policy insures you as long as you own the property and requires no additional premium payments. Please feel free to contact any member of our staff if you have questions or concerns regarding your policy, or you may contact Land Title Policy Tea m at (303) 850-4158 or finals@ltgc.com As a Colorado-owned and operated title company for over 50 years, with offices throughout the state, we take pride in serving our customers one transaction at a time. We sincerely appreciate your business and welcome the opportunity to assist you with any future real estate needs. Not only will Land Title Guarantee Company be able to provide you with the title services quickly and professionally, but you may also be entitled to a discount on title premiums if you sell or refinance the property described in the enclosed policy. Thank you for giving us the opportunity to work with you on this transaction. We look forward to serving you again in the future. Sincerely, Land Title Guarantee Company 15 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM ALTA OWNERS POLICY OF TITLE INSURANCE Policy No.: OY64005107.1.26433507 This policy, when issued by the Company with a Policy Number and the Date of Policy, is valid even if this policy or any endorsement to this policy is issued electronically or lacks any signature. Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at the address shown in Condition 17. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Florida corporation, (the "Company"), insures, as of the Date of Policy and, to the extent stated in Covered Risks 9 and 10, after the Date of Policy, against loss or damage, not exceeding the Amount of Insurance, sustained or incurred by the Insured by reason of: 1. The Title being vested other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the title; Covered Risk 2 includes but is not limited to insurance against loss from a. a defect in the Title caused by b. the lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. c. the effect on the Title of an encumbrance, violation, variation, adverse circumstance, boundary line overlap, or encroachment (including an encroachment of an improvement across the boundary lines of the Land), but only if the encumbrance, violation, variation, adverse circumstance, boundary line overlap, or encroachment would have been disclosed by an accurate and complete land title survey of the Land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. A violation or enforcement of a law, ordinance, permit, or governmental regulation (including those relating to building and zoning) but only to the extent of the violation or enforcement described by the enforcing governmental authority in an Enforcement Notice that identifies a restriction, regulation, or prohibition relating to: 6. An enforcement of a governmental forfeiture, police regulatory or national security power, but only to the extent of the enforcement described by the enforcing governmental authority in an Enforcement Notice. 7. An exercise of the power of eminent domain, but only to the extent: 8. An enforcement of a PACA-PSA Trust, but only to the extent of the enforcement described in an Enforcement Notice. 9. The Title being vested other than as stated in Schedule A, the Title being defective or the effect of a court order providing an alternative remedy. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to the Date of Policy and prior to the recording of the deed or other instrument vesting the Title in the Public Records. DEFENSE OF COVERED CLAIMS The Company will also pay the costs, attorneys’ fees, and expenses incurred in defense of any matter insured against by this Policy but only to the extent provided in the Conditions. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President 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 forgery, fraud, undue influence, duress, incompetency, incapacity, or impersonation;(i) the failure of a person or Entity to have authorized a transfer or conveyance;(ii) a document affecting the Title not properly authorized, created, executed, witnessed, sealed, acknowledged, notarized, (including by remote online notarization), or delivered; (iii) a failure to perform those acts necessary to create a document by electronic means authorized by law;(iv) a document executed under a falsified, expired, or otherwise invalid power of attorney;(v) a document not properly filed, recorded, or indexed in the Public Records, including the failure to have performed those acts by electronic means authorized by law;(vi) a defective judicial or administrative proceeding; or(vii) the repudiation of an electronic signature by a person that executed a document because the electronic signature on the document was not valid under applicable electronic transactions law (viii) the occupancy, use or enjoyment of the Land;(a) the character, dimensions, or location of an improvement on the Land;(b) the subdivision of the Land; or(c) environmental remediation or protection on the Land.(d) of the exercise described in an Enforcement Notice; or(a) the taking occurred and is binding on a purchaser for value without knowledge.(b) resulting from avoidance, in whole or in part of any transfer of all or any part of the Title to the Land or any interest in the Land occurring prior to the transaction vesting the Title because that prior transfer constituted a: l. fraudulent conveyance, fraudulent transfer or preferential tranfer under federal bankruptcy, state insolvency, or similar state or federal creditors' rights law; or ii. voidable transfer under the Uniform Voidable Transactions Act; or (a) because the instrument vesting the Title constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar state or federal creditors’ rights law by reason of the failure i. to timely record the instrument vesting the Title in the Public Records after execution and delivery of the instrument to the Insured; or ii. of the recording of the instrument vesting the Title in the Public Records to impart notice of its existence to a purchaser for value or to a judgment or lien creditor. (b) 16 Colorado Extreme | Amended Land Use Change Permit Application Copyright 2021 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. EXCLUSIONS FROM COVERAGE The following matters are excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) that restricts, regulates, prohibits, or relates to: (b) any governmental forfeiture, police, regulatory, or national security power. (c) the effect of violation or enforcement of any matter excluded under Exclusion 1.a or 1.b. Exclusion 1 does not modify or limit the coverage provided under Covered Risk 5 or 6. 2. Any power of eminent domain. Exclusion 2 does not modify or limit the coverage provided under Covered Risk 7. 3. Any defect, lien, encumbrance, adverse claim, or other matter: 4. Any claim, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights law, that the transaction vesting the Title as shown in Schedule A is a: 5. Any claim of a PACA-PSA Trust, Exclusion 5 does not modify or limit the coverage provided under Covered Risk 8. 6. Any lien on the Title for real estate taxes or assessments imposed or collected by a governmental authority that becomes due and payable after the Date of Policy. Exclusion 6 does not modify or limit the coverage provided under Covered Risk 2.b. 7. Any discrepancy in the quantity of the area, square footage, or acreage of the Land or of any improvement to the Land. the occupancy, use, or enjoyment of the Land;(i) the character, dimensions, or location of any improvement on the Land;(ii) the subdivision of land; or(iii) environmental remediation or protection.(iv) created, suffered, assumed, or agreed to by the Insured Claimant;-(a) not Known to the Company, not recorded in the Public Records at the Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy;- (b) resulting in no loss or damage to the Insured Claimant;(c) attaching or created subsequent to the Date of Policy (Exclusion 3.d. does not modify or limit the coverage provided under Covered Risk 9 or 10); or(d) resulting in loss or damage that would not have been sustained if consideration sufficient to qualify the Insured named in Schedule A as a bona fide purchaser had been given for the Title at the Date of Policy. (e) fraudulent conveyance or fraudulent transfer;(a) voidable transfer under the Uniform Voidable Transactions Act; or(b) preferential transfer;(c) to the extent the instrument of transfer vesting the Title as shown in Schedule A is not a transfer made as a contemporaneous exchange for new value; or (i) for any other reason not stated in Covered Risk 9.b.(ii) 17 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM CONDITIONS 1.DEFINITION OF TERMS In this policy, the following terms have the meanings given to them below. Any defined term includes both the singular and the plural, as the context requires: (i) that is wholly owned by the Insured; (ii) that wholly owns the Insured; or (iii) if that Entity and the Insured are both wholly owned by the same person or entity. 2. CONTINUATION OF COVERAGE This policy continues as of the Date of Policy in favor of an Insured, so long as the Insured: Except as provided in Condition 2, this policy terminates and ceases to have any further force or effect after the Insured conveys the Title. This policy does not continue in force or effect in favor of any person or entity that is not the Insured and acquires the Title or an obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured must notify the Company promptly in writing if the Insured has Knowledge of: 4. PROOF OF LOSS The Company may, at its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, lien, encumbrance, adverse claim, or other matter insured against by this policy that constitutes the basis of loss or damage and must state, to the extent possible, the basis of calculating the amount of the loss or da mage. 5. DEFENSE AND PROSECUTION OF ACTIONS “Affiliate”: An Entity:(a) “Amount of Insurance”: The Amount of Insurance stated in Schedule A, as may be increased by Condition 8.d.; decreased by Condition 10 or 11; or increased or decreased by endorsements to this policy. (b) “Date of Policy”: The “Date of Policy” stated in Schedule A.(c) 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. (d) “Enforcement Notice”: A document recorded in the Public Records that describes any part of the Land a nd: (i) is issued by a governmental agency that identifies a violation or enforcement of a law, ordinance, permit, or governmental regulation; (ii) is issued by a holder of the power of eminent domain or a governmental agency that identifies the exercise of a governmental power; or (iii) asserts a right to enforce a PACA-PSA Trust. (e) “Entity”: A corporation, partnership, trust, limited liability company, or other entity authorized by law to own title to real property in the State where the Land is located. (f) “Insured":(g) (a)The Insured named in Item 1 of Schedule A. ; (b)the successor to the Title of an Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives, or next of kin; (c)the successor to the Title of an Insured resulting from dissolution, merger, consolidation, distribution, or reorganization; (d)the successor to the Title of an Insured resulting from its conversion to another kind of Entity; or; (e)the grantee of an Insured under a deed or other instrument transferring the Title if the grantee is: (1). an Affiliate; (2). a trustee or beneficiary of a trust created by a written instrument established for estate planning purposes by an Insured; (3). a spouse who receives the Title because of a dissolution of marriage; (4). a transferee by a transfer effective on the death of an Insured as authorized by law; or (5). another Insured named in item 1 of Schedule A. (i) The Company reserves all rights and defenses as to any successor or grantee that the Company would have had against any predec essor Insured.(ii) “Insured Claimant”: An Insured claiming loss or damage arising under this policy(c) "Knowledge" or "Known": Actual knowledge or actual notice, but not constructive notice imparted by the Public Records.(d) "Land": The land described in Item 4 of Schedule A, and improvements located on that land at the Date of Policy 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 insured by this policy. (e) "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. (f) “PACA-PSA Trust”: A trust under the federal Perishable Agricultural Commodities Act or the federal Packers and Stockyards Act or a similar State or federal law. (g) “Public Records": The recording or filing system established under State statutes in effect at the Date of Policy under which a document must be re corded or filed to impart constructive notice of matters relating to the TItle to purchaser for value without Knowledge. The term "Public Records" does not include any other recording or filing system, including any pertaining to environmental remediation or protection, planning, permitting, zoning, licensing, building, health, public, safety, or national security matters. (h) "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. (i) “Title”: The estate or interest in the Land identified in Item 2 of Schedule A.-(j) “Unmarketable Title”: The Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title, a lender on the Title, or a prospective purchaser of the Insured Mortgage to be released from the obligation to purchase, lease, or lend if there is a contractual condition requiring the delivery of marketable title. (k) retains an estate or interest in the Land;(a) owns an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or;(b) has liability warranties given by the Insured in any transfer or conveyance of the Insured's TItle.(c) any litigation or other matter for which the Company may be liable under this policy; or(a) any rejection of the TItle as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company’s liability to the Insured Claimant under this policy is reduced to the extent of the prejudice. (b) Upon written request by the Insured, and subject to the options contained in Condition 7 of these Conditions, the Company, at its own cost and without unreasonable delay, will provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company has the right to select counsel of its (a) 18 Colorado Extreme | Amended Land Use Change Permit Application 6. DUTY OF INSURED CLAIMANT TO COOPERATE 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY In case of a claim under this policy, the Company has the following additional options: Upon the exercise by the Company of either option provided for in Condition 7.b., the Company’s liability and obligations to the Insured under this policy for the claimed loss or damage, terminate, including any obligation to defend, prosecute, or continue any litigation. 8. CONTRACT OF INDEMNITY; DETERMINATION AND EXTENT OF LIABILITY This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by an Insured Claimant who has suffered loss or damage by reason of matters insured against by this policy. This policy is not an abstract of the Title, report of the condition of the Title, legal opinion, opinion of the Title, or other representation of the status of the Title. All claims asserted under this policy are based in contract and are restricted to the terms and provisions of this policy. The Company is not liable for any claim alleging negligence or negligent misrepresentation arising from or in connection with this policy or the determination of the insurability of the Title. 9. LIMITATION OF LIABILITY all as insured. The Company may do so by any method, including litigation and the completion of any appeals. 10. REDUCTION OR TERMINATION OF INSURANCE choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those covered causes of action. The Company is not liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs, or expenses incurred by the Insured in the defense of any cause of action that alleges matters not insured against by this policy. The Company has the right, in addition to the options contained in Condition 7, the Company, at its own cost, to institute and prosecute any action or proceeding or to do any other act that, in its opinion, may be necessary or desirable to establish the Title or the lien of the Insured Mortgage, as insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy, whether or not it is liable to the Insured. The Company’s exercise of these rights is not an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under Condition 5.b., it must do so diligently. (b) When the Company brings an action or asserts a defense as required or permitted by this policy, the Company may pursue the litigation to a final determination by a court having jurisdiction. The Company reserves the right, in its sole discretion, to appeal any adverse judgment or order. (c) When this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals, the Insured will secure to the Company the right to prosecute or provide defense in the action or proceeding, including the right to use, at its option, the name of the Insured for this purpose. When requested by the Company, the Insured, at the Company's expe nse, must give the Company all reasonable aid in: If the Company is prejudiced by any failure of the Insured to furnish the required cooperation, the Company’s liability and obligations to the Insured under this policy terminate, including any obligation to defend, prosecute, or continue any litigation, regarding the matter requiring such cooperation. (a) securing evidence, obtaining witnesses, prosec uting or defending the action or proceeding, or effecting settlement; and(i) any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title, the lien of the Insured Mortgage, or any other matter, as insured. (ii) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports, e-mails, disks, tapes, and videos, whether bearing a date before or after the Date of Policy, that reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Insured Claimant must grant its permission, in writing, for any authorized representative of the Company to examine, inspect, and copy all the records in the custody or control of a third party that reasonably pertain to the loss or damage. No information designated in writing as confidential by the Insured Claimant provided to the Company pursuant to Condition 6 will be later disclosed to others unless, in the reasonable judgment of the Company, disclosure is necessary in the administration of the claim or required by law. Any failure of the Insured Claimant to submit for examination under oath, produce any reasonably requested information, or grant permission to secure reasonably necessary information from third parties as required in Condition 6.b., unless prohibited by law, terminates any liability of the Company under this policy as to that claim. (b) To Pay or Tender Payment of the Amount of Insurance or to Purchase the Indebtedness. To pay or tender payment of the Amount of Insurance under this policy. In addition, the Company will pay any costs, attorneys’ fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company is obligated to pay. Upon the exercise by th e Company of this option provided for in Condition 7.a., the Company’s liability and obligations to the Insured under this policy terminate, including any obligation to defend, prosecute, or continue any litigation. (a) To Pay or Otherwise Settle with Parties other than the Insured or the Insured Claimant(b) To pay or otherwise settle with parties other than the Insured for or in the name of the Insured Claimant. In addition, the Company will pay any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay; or (i) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy. In addition, the Company will pay any costs, attorneys’ fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pa y. (ii) The extent of liability of the Company for loss or damage under this policy does not exceed the lessor of : i. the Amount of Insurance; ii. the difference between the fair market value of the Title, as insured, and the fair market value of the Title subject to the matter insured against by this policy,; or (a) Except as provided in Condition 8.c. or 8.d., the fair market value of the Title in Condition 8.a.ii. is calculated using the date the Insured discovers the defect, lien, encumbrance, adverse claim, or other matter insured against by this policy. (b) If, at the Date of Policy, the Title to all of the Land is void by reason of a matter insured against by this policy, then the Insured Claimant may, by written notice given to the Company, elect to use the Date of Policy as the date for calculating the fair market value of the Title in Condition 8.a.ii. (c) If the Company pursues its rights under Condition 5 b. and is unsuccessful in establishing the Title, as insured; i. the Amount of Insurance will be increased by 15%; and ii. the Insured Claimant may, by written notice given to the Company, elect, as an alternative to the dates set forth in Condition 8.b. or if it applies, 8.c., to use either the date the settlement, action, proceeding, or other act described in C ondition 5.b. is concluded or the date the notice of claim required by Condition 3 is received by the Company as the date for calculating the fair market value of Title in Condition 8.a.ii. (d) In addition to the extent of liability for loss or damage under Conditions 8.a. and 8.d., the Company will also pay the costs, attorneys’ fees, and expenses incurred in accordance with Conditions 5 and 7. (e) The Company fully performs its obligations and is not liable for any loss or damage caused to the Insured if the Company accomplishes any of the following in a reasonable manner: i. removes the alleged defect, lien, encumbrance, adverse claim, or other matter; ii. cures the lack of a right of access to and from the Land; or iii. cures the claim of Unmarketable Title,; or (a) The Company is not liable for loss or damage arising out of any litigation, including litigation by the Company or with the Company’s consent, until a final, non- appealable determination adverse to the Title or to the lien of the Insured Mortgage. (b) The Company is not liable for loss or damage to the Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. (c) An Insured Claimant must own the Indebtedness or have acquired the Title at the time that a claim under this policy is paid.(d) The Company is not liable for the content of the Transaction Identification Data, if any.(e) 19 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM All payments under this policy, except payments made for costs, attorneys’ fees, and expenses, shall reduce the Amount of Insurance by the amount of the payment. 11. LIABILITY NONCUMULATIVE The Amount of Insurance will be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject, or which is executed by an Insured after the Date of Policy and which is a charge or lien on the Title, and the amount so paid will be deemed a payment to the Insu red under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage are determined in accordance with the Conditions, the Company will pay the loss or damage within 30 days. 13. COMPANY'S RECOVERY AND SUBROGATION RIGHTS UPON SETTLEMENT AND PAYMENT 14. POLICY ENTIRE CONTRACT 15. SEVERABILITY In the event any provision of this policy will be deemed not to include that provision or the part held to be invalid, all other provisions will remain in full force and effect. 16. CHOICE OF LAW; AND CHOICE OF FORUM 17. NOTICES Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at: 400 Second Avenue South, Minneapolis, Minnesota 55401 (612)371-1111. 18. CLASS ACTION ALL CLAIMS AND DISPUTES ARISING OUT OF OR RELATING TO THIS POLICY, INCLUDING ANY SERVICE OR OTHER MATTER IN CONNECTION WITH ISSUING THIS POLICY, ANY BREACH OF A POLICY PROVISION, OR ANY OTHER CLAIM OR DISPUTE ARISING OUT OF OR RELATING TO THE TRANSACTION GIVING RISE TO THIS POLICY, MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS, REPRESENTATIVE, OR PRIVATE ATTORNEY GENERAL PROCEEDING. 19. ARBITRATION If the Company settles and pays a claim under this policy, it is subrogated and entitled to the rights and remedies of the Insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person, entity, or property to the fullest extent permitted by law, but limited to the amount of any loss, costs, attorneys’ fees, and expenses paid by the Company. If requested by the Company, the Insured Claimant must execute documents to transfer these rights and remedies to the Company. The Insured Claimant permits the Company to sue, compromise, or settle in the name of the Insured Claimant and to use the name of the Insured Claimant in any transaction or litigation involving these rights and remedies. (a) If a payment on accoun t of a claim does not fully cover the loss of the Insured Claimant, the Company defers the exercise of its subrogation right to recover until after the Insured Claimant fully recovers its loss. (b) The Company’s subrogation right includes the Insured’s rights to indemnity, guaranty, warranty, insurance policy, or bond, despite any provision in those instruments that addresses recovery or subrogation r ights. (c) This policy together with all endorsements, if any, issued by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy, this policy will be construed as a whole. This policy and any endorsement to this policy may be evidenced by electronic means authorized by law. (a) Any amendment of this policy must be by a written endorsement issued by the Company. To the extent any term or provision of an endorsement is inconsistent with any term or provision of this policy, the term or provision of the endorsement controls. Unless the endorsement expressly states, it does not: i. modify any prior endorsement, ii. extend the Date of Policy, iii. insure against loss or damage exceeding the Amount of Insurance, or iv. increase the Amount of Insurance. (b) Choice of Law The Company has underwritten the risks covered by this policy and determined the premium charged in reliance upon the State law affecting interests in real property and the State law applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the State where the Land is located. The State law of the State where the Land is located, or to the extent it controls, federal law, will determine the validity of claims against the Title and the interpretation and enforcement of the terms of this policy, without regard to conflicts of law principles to determine the applicable law. (a) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a State or federal court hav ing jurisdiction. (b) All claims and disputes arising out of or relating to this policy, including any service or other matter in connection with issuing this policy, any breach of a policy provision, or any other claim or dispute arising out of or relating to the transaction giving rise to this policy, may be resolved by arbitration. If the Amount of Insurance is $2,000,000 or less, any claim or dispute may be submitted to binding arbitration at the election of either the Company or the Insured. If the Amount of Insurance is greater than $2,000,000, any claim or dispute may be submitted to binding arbitration only when agreed to by both the Company and the Insured. Arbitration must be conducted pursuant to the Title Insurance Arbitration Rules of the American Land Title Association (“ALTA Rules”). The ALTA Rules are available online at www.alta.org/arbitration. The ALTA Rules incorporate, as appropriate to a particular dispute, the Consumer Arbitration Rules and Commercial Arbitration Rules of the American Arbitration Association (“AAA Rules”). The AAA Rules are available online at www.adr.org. (a) ALL CLAIMS AND DISPUTES MUST BE BROUGHT IN AN INDIVIDUAL CAPACITY. NO PARTY MAY SERVE AS PLAINTIFF, CLASS MEMBER, OR PARTICIPANT IN ANY CLASS, REPRESENTATIVE, OR PRIVATE ATTORNEY GENERAL PROCEEDING IN ANY ARBITRATION GOVERNED BY CONDITION 19. The arbitrator does not have authority to conduct any class action arbitration, private attorney general arbitration, or arbitration involving joint or consolidated claims under any circumstance. (b) If there is a final judicial determination that a request for particular relief cannot be arbitrated in accordance with this Condition 19, then only that request for particular relief may be brought in court. All other requests for relief remain subject to this Condition 19. (c) Fees will be allocated in accordance with the applicable AAA Rules. The results of arbitration will be binding upon the parties. The arbitrator may consider, but is not bound by, rulings in prior arbitrations involving different parties. The arbitrator is bound by rulings in prior arbitrations involving the same parties to the extent required by law. The arbitrator must issue a written decision sufficient to explain the findings and conclusions on which the award is based. Judgment upon the award rendered by the arbitrator may be entered in any State or federal court having jurisdiction. (d) 20 Colorado Extreme | Amended Land Use Change Permit Application Copyright 2021 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. 21 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Order Number: BAR64005107.1 Policy Number: OY64005107.1.26433507 Amount of Insurance: $5,400,000.00 Property Address: 2340 COUNTY ROAD 100, CARBONDALE, CO 81623 Date of Policy: February 07, 2024 at 5:00 P.M. 1. The Insured is: BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY 2. The estate or interest in the Land insured by this policy is: A FEE SIMPLE 3. The Title is vested in: BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY 4. The Land is described as follows: Old Republic National Title Insurance Company Schedule A 22 Colorado Extreme | Amended Land Use Change Permit Application A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 14, SECTION 31, GOVERNMENT LOTS 17, 21 AND 22, SECTION 36, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN GOVERNMENT LOTS 1 AND 2, SECTION 1, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 1, A FOUND 3-1/4" 1924 GLO BRASS CAP, THENCE S 49°35'00" W A DISTANCE OF 1468.89 FEET TO A FOUND REBAR & 1-1/4" RED PLASTIC CAP LS26950; THENCE S 89°31'34" W A DISTANCE OF 1018.07 FEET TO A FOUND REBAR & 1-1/4" RED PLASTIC CAP LS26950; THENCE N 21°58'09" E A DISTANCE OF 1712.88 FEET TO A FOUND REBAR & 1-1/4" RED PLASTIC CAP LS26950; THENCE N12°30'22" W A DISTANCE OF 226.33 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, A FOUND REBAR & 1-1/4" RED PLASTIC CAP ILLEGIBLE; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY N 81°33'23" E A DISTANCE OF 2062.95 FEET TO THE EAST LINE OF SAID LOT 14, A FOUND 3-1/4" ALUMINUM CAP STAMPED RFTA PLS24662; THENCE ALONG SAID EAST LINE S 00°21'48" W A DISTANCE OF 415.79 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14, A FOUND 3-1/4" ALUMINUM CAP STAMPED RFTA PLS24662; THENCE N 89°44'24" W ALONG THE SOUTH LINE OF SAID LOT 14 A DISTANCE OF 492.65 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14 ALSO BEING THE NORTHEAST CORNER OF SAID LOT 21 AND A POINT ON THE EAST LINE OF SAID SECTION 36, A FOUND 3-1/4" ALUMINUM CAP STAMPED RFTA PLS24662; THENCE S 00°03'25" W ALONG SAID EAST LINE A DISTANCE OF 738.07 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD STATE OF COLORADO. LEGAL DESCRIPTION CREATED BY : RODNEY KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 TRUE NORTH COLORADO, LLC Copyright 2021 American Land Title Association. All Rights Reserved The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Old Republic National Title Insurance Company Schedule A 23 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This policy treats 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. This policy does not insure against loss or damage, and the Company will not pay costs, attorneys' fees, or expenses resulting from the terms and conditions of any lease or easement identified in Schedule A and the following matters: 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 6. 2024 TAXES AND ASSESSMENTS NOT YET DUE OR PAYABLE. 7. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT GIVEN TO ALUX CUAZ ON NOVEMBER 9, 1929. SAID INSTRUMENT STORED AS IMAGE 22761591. 8. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. 9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 01, 1895, IN BOOK 12 AT PAGE 358. 10. DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 156. 11. DECREE RECORDED JUNE 5, 1937 IN BOOK 189 AT PAGE 160. 12. UNDIVIDED ONE FOURTH INTEREST IN ALL OIL, GAS AND OTHER MINERALS TOGETHER WITH A RIGHT OF ENTRY AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 24, 1988 IN BOOK 312 AT PAGE 390, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 13. RIGHT OF WAY EASEMENTS RECORDED MAY 4, 1970 IN BOOK 410 AT PAGE 34. 14. RIGHT OF WAY EASEMENTS RECORDED MAY 14, 1984 IN BOOK 649 AT PAGE 666. 15. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT FOR EASEMENT RECORDED JUNE 06, 2002 IN BOOK 1361 AT PAGE 74. 16. HOLY CROSS ENERGY RIGHT-OF-WAY EASEMENT RECORDED OCTOBER 17, 2002 IN BOOK 1396 AT PAGE 504. 17. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT FOR ACCESS TO AND MAINTENANCE OF UNION DITCH AS SET FORTH IN DEED RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 342. Old Republic National Title Insurance Company (Schedule B) Order Number: BAR64005107.1 Policy No.: OY64005107.1.26433507 24 Colorado Extreme | Amended Land Use Change Permit Application 18. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN INSTRUMENT RECORDED MARCH 3, 2003 IN BOOK 1442 AT PAGE 363, AND RERECORDED JUNE 15, 2005 IN BOOK 1697 AT PAGE 531 AND PRIVATE ROAD CROSSING LICENSE RECORDED NOVEMBER 12, 2021 AS RECEPTION NO. 966412. (NOTE: ONCE THE DEED FOR THE MERGER OF THE TWO PARCELS IS RECORDED THE FIRST TWO DOCUMENTS THAT ARE SHOWN ON THIS EXCEPTION, BOOK 1442 AT PAGE 363 AND BOOK 1697 AT PAGE 531, WILL BE DELETED FROM THE EXCEPTIONS.) 19. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT RECORDED MAY 03, 2004 IN BOOK 1584 AT PAGE 383. 20. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED DECEMBER 30, 2015 UNDER RECEPTION NO. 871935. 21. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED OCTOBER 01, 2021 UNDER RECEPTION NO. 964118 AND RECORDED AUGUST 1, 2022 AS RECEPTION NO. 977716. 22. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN RESOLUTION NO. 2022-17 OF THE BOARD OF COUNTY COMMISSIONERS FOR GARFIELD COUNTY RECORDED JUNE 16, 2022 AS RECEPTION NO. 975901. 23. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION BY THE GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS, NO. 37, SERIES OF 2022 RECORDED OCTOBER 18, 2022 AS RECEPTION NO. 980445. 24. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED OCTOBER 31, 2022 AS RECEPTION NO. 980867. 25. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT AND RIGHT OF WAY GRANTED HOLY CROSS ENERGY IN INSTRUMENT RECORDED OCTOBER 31, 2022 AS RECEPTION NO. 980869. 26. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ENERGY AS SET FORTH IN INSTRUMENT RECORDED OCTOBER 31, 2022 AS RECEPTION NO. 980870. 27. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF LAND USE CHANGE PERMIT RECORDED DECEMBER 27, 2022 AS RECEPTION NO. 982362. 28. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION BY THE GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS, NO. 38, SERIES OF 2023 RECORDED OCTOBER 17, 2023 AS RECEPTION NO. 990534. 29. TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF SPECIAL USE PERMIT RECORDED OCTOBER 17, 2023 AS RECEPTION NO. 990535. 30. RIGHTS OF TENANT, AS TENANT ONLY PER TERMS OF UNRECORDED LEASE AGREEMENT DATED FEBRUARY 1, 2024. 31. ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS SHOWN ON IMPROVEMENT SURVEY PLAT CERTIFIED JANUARY 27, 2024 PREPARED BY TRUE NORTH COLORADO, JOB NO. 2022-228, OUR IMAGE 64883113 : ENCROACHMENT OF GRAVEL AREA, METAL BUILDING, GARDEN AND SHED ONTO 10' MOUNTAIN STATES TELEPHONE & TELEGRAPH COMPANY EASEMENT ENCROACHMENT OF WOOD RETAINING WALLS MATERIAL STORAGE AREA ONTO 25' HOLY CROSS ELECTRIC EASEMENT RIGHT OF WAY FOR UNION IRRIGATION DITCH Old Republic National Title Insurance Company (Schedule B) Order Number: BAR64005107.1 Policy No.: OY64005107.1.26433507 25 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM 32. DEED OF TRUST DATED FEBRUARY 06, 2024, FROM BLUE MIND, LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY, COLORADO FOR THE USE OF FIRSTBANK TO SECURE THE SUM OF $4,500,000.00 RECORDED FEBRUARY 07, 2024, UNDER RECEPTION NO. 993355. DISBURSER'S NOTICE IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED FEBRUARY 07, 2024, UNDER RECEPTION NO. 993356. ITEM NOS. 1 THROUGH 5(A) AND 5(B) OF THE STANDARD EXCEPTIONS ARE HEREBY DELETED. Old Republic National Title Insurance Company (Schedule B) Order Number: BAR64005107.1 Policy No.: OY64005107.1.26433507 26 Colorado Extreme | Amended Land Use Change Permit Application Payment Agreement Form 11/14/2024 27 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Adjacent Property Owners Map 28 Colorado Extreme | Amended Land Use Change Permit Application Adjacent Property Owners List 1. Parcel: 239336321001 Owner: AVLT Coffman Ranch LLC Physical Address: 1837 County Road 100, Carbondale, CO 81623 Mailing Address: 320 Main Street, Suite 204, Carbondale, CO 81623 2. Parcel: 239131321002 Owner: Coffman, Douglas A + JuliaD Physical Address: not available Mailing Address: 77 Meadow Point, Carbondale, CO 81623 3. Parcel: 239131300025 Owner: Smith, Eric Physical Address: 2575 County Road 100, Carbondale, CO 81623 Mailing Address: 2575 County Road 100, Carbondale, CO 81623 4. Parcel: 239131302191 5. Parcel: 246506202022 6. Parcel: 246506202021 7. Parcel: 239131300015 8. Parcel: 246506202190 9. Parcel: 246506202014 10. Parcel: 246506202189 11. Parcel: 246506202009 12. Parcel: 246506202188 13. Parcel: 246301100081 Owner: T2 CARBONDALE LLC Physical Address: 0 Carbondale, CO 91623 Mailing Address: 4582 S. Ulster Street, Suite 405, Denver, CO 80237 14. Parcel: 239336400277 Owner: AVLT Coffman Ranch LLC Physical Address: 220 Coffman Overlook Drive, Carbondale, CO 81623 Mailing Address: 320 Main Street, Suite 204, Carbondale, CO 81623 15. Parcel: 239336300016 Owner: Roaring Fork Transportation Authority Physical Address: Railroad R.O.W., Carbondale, CO 81623 Mailing Address: 1340 Main Street, Carbondale, CO 81623 29 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Mineral Estate Owners List Addendum to Mineral Affidavit An undivided ¼ interest in all oil, gas and other minerals was reserved in Deed from Albert J. Cerise and Orsola H. Cerise (the “Cerises”) dated November 17, 1958 to R.A. Coffman and Flu Coffman, a copy of which is attached to this Addendum. There is no further evidence of any transfer or ownership of this original mineral reservation and there are no surface leases of oil and gas rights of the land. It is unclear who such original mineral reservation passed to, if anyone, to though the estate of the Cerises after their passing as such information is not of public record. Therefore it is unclear who the current owner of such mineral estate may be. There has been no request for notification filed in the office of the County Clerk and recorder for Garfield County, Colorado that identifies any mineral estate owner’s mineral estate and corresponding surface estate by parcel number and by section, township and range numbers or other legally sufficient description, as required for notification of a mineral estate owner under Section C.R.S. 24-65.5-103(3). There is also no mineral estate owner identified as the mineral estate owner in the county tax assessor’s records in Garfield county as required under C.R.S. 24-65.5-103(1) for the applicable property. Accordingly, there is no method to deliver any notice under Section 24-65.5-101 or Section 4-101E(1)(b)(4) of the Garfield County Land Use and Development Code, nor any requirement to deliver any such notice. 30 Colorado Extreme | Amended Land Use Change Permit Application Mineral Owner Research 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 Albert J. Cerise and Orsola H. Cerise, last record owner Unknown, see Addendum A attached hereto November 15, 2024 By Cheryl Velasquez, Esq. Attorney for Applicant 31 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COMMineral Reservation 32 Colorado Extreme | Amended Land Use Change Permit Application 33 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Project Description Purpose + Need The applicant, Blue Mind, LLC, is submitting a Substantial Amendment to the previously approved 2023 Temporary Use Permit for the Colorado Extreme Youth Hockey Facility. Established in 2021, the Colorado Extreme Hockey Association is dedicated to nurturing the talents of young boys and girls in the Roaring Fork mid-valley region. This facility is intended to function as a community hub, creating a space for young athletes to gather, develop connections, and improve fitness, all while fostering a love for the game. Colorado Extreme is proud to call Garfield County home. During this brief period of ownership, Colorado Extreme’s management and staff have worked to provide youth programming and facilities while minimizing impacts to neighbors and stakeholders. Colorado Extreme’s goal is to use this temporary phase as transition towards the planning and development of a permanent facility while ensuring that the current children’s programming will not lapse during the 2024-2025 season. Although minimal in nature, this temporary use proposal will allow hockey programming to continue for the participants of the local program. Project History In 2022, the applicant submitted and received approval for a Land Use Change Permit to allow a Temporary Outdoor Youth Hockey Rink within an original 34.67-acre parcel of land. The lot was created in 1965 and then sold to the current owner in 2022 for commercial use. Prior to the unpermitted activities under the past owner, the property was used as a space for landscaping companies and the construction of log homes under a Special Use Permit. These uses resulted in ongoing disturbance of the lower elevations of the property, in locations currently approved/proposed for temporary use as recreation facilities. The 2022 permit application and approval included: • Temporary circulation that included a one-way internal drive aisle to provide access to a hockey rink and a parking area. • Temporary parking that included 43 spaces. • Temporary NHL-sized hockey rink (200’ x 85’) and two chillers required to maintain ice temperatures. • Temporary restroom facilities that were provided for the duration of the winter season to support players and parents and were serviced by a third party provider. • Minor earthwork activities to remove old stockpiles of fill and to ensure the conveyance of stormwater throughout the site. In 2023, the applicant submitted an Update Application as a follow-up to the Approved 2022 Temporary Land Use Change Permit for the Colorado Extreme Youth Hockey Facility. This 2023 Update Application approved two (2) specific site infrastructure systems and one (1) hockey related feature. The 2023 permit application and approval included: • Site entry/shared driveway updates to provide safety, accessibility, and functionality improvements for Colorado Extreme visitors, drivers on Catherine Store/ CR 100, RFTA multi-modal users, and residents of the neighboring rural property the west. The shared driveway/ entry improvements are based on data and recommendations made in response to updated traffic analysis prepared by Fox Tuttle. • Piping of the Union Ditch which relocated and piped the open section of the Union Ditch that previously routed through the center of the Colorado Extreme Facility. • The creation of a Hockey Skills Pad (115’ x 55’) that provided an additional small area of natural ice on the southernmost area of develop-able/ flat land within the site. Current Site Conditions The site improvements identified in the above 2022 application and the site improvements related to site entry and ditch piping contained in the 2023 application have been implemented. 34 Colorado Extreme | Amended Land Use Change Permit Application Project Description Since the updates identified above, other actions have taken place on the property, including: • The applicant purchased the parcel to the west of the original parcel and merged the lots. This addition of land created the new parcel included in this application (239336400278), which totals 69.75 acres of land. The Boundary Line Adjustment that consolidated the two adjoining parcels is recorded with Garfield County as reception number 998530, and the resulting Plat is recorded as reception number 998531. • Initial site shaping of pads, previously used for vehicle and equipment storage and shop space, for a second hockey rink, parking areas, and the long-span structure. • Site stewardship to address conditions created prior to the current ownership’s tenancy, including ongoing clean-up and removal of refuse, de-commissioning un-needed and un-permitted facilities, and mapping and planned management of invasive weeds. Temporary Programming The site will continue to be used primarily for youth hockey lessons and practice during the evening hours of October- March. Four practice groups/ teams are anticipated to use ice time from 4:30pm- 8:30pm, Monday through Saturday. Each group/ team will have the ice for one hour. The proposed second rink will be used to provide space for the Colorado Extreme “Learn to Skate” and “Learn to Play” entry level programs for 3–6 year- olds as well as overflow for skills training and regular programming complementing the main sheet of ice. An average of 145-150 athletes are anticipated on site for daily attendance. Summer programming in 2025 will be similar to summer 2024. The summer programming is evolving; current program offerings include fitness and skills training clinics, which run from mid-June to mid-August. An average of 20 participants are expected, Monday through Friday (9am- noon). To further support the idea of fitness training and community connection, Colorado Extreme has initiated a series of promotions to encourage carpooling between families in the winter months and bike to site for summer clinics. The staff of coaches and operations personnel will also continue to be on site, Monday through Saturday, with site maintenance and session preparation from 9am-4:30pm. No subleases or subtenant situations will be allowed. During program hours of 4:30pm-8:30pm and when ice is not booked for session, the rinks are made available to low-impact user groups. These groups include recreational skaters, families, and small group fitness or skills training sessions. The number of participants in these groups is equal to, and commonly fewer than, the programmed activities. Family skates or beginner-friendly sessions encourage safe, community-focused engagement. Skills’ workshops could offer structured, low-impact practice opportunities, reducing the risk of overcrowding and heavy use. By supporting a range of low-impact activities, the site caters to diverse skill levels and ages, enhancing access to healthy winter recreation for the Garfield County community. Proposed Conditions This application request seeks approval for three (3) site upgrades. A general overview of each specific site update is included below, with specific site layouts located in the application drawing set. 1. Long-Span Structure Program Area (Zone 1): A long-span structure, with phased occupancy, is proposed for the east side of the property. During the first phase no additional programming is proposed. The structure will only be available for use by athletes present on site under existing programs during inclement weather or to supplement off-ice training activities. Expanded use of this facility will occur in a second phase after a revised traffic study has been completed. The intended use of the facility is to provide indoor artificial turf for multi-sport training and may be made available to local clubs (soccer, lacrosse) for winter training. The use scheduling is expected to be similar to hockey, including the hours of 4:30pm-8:30pm, Monday 35 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Project Description through Saturday. Scheduling will be arranged to avoid concurrent arrival/departure timing with hockey programming. User numbers, parking requirements, and traffic impacts will be provided in a supplemental submittal. See the next section for more information about future project phasing. The structure is a “tensile fabric structure” commonly used in our region and will be mounted on large concrete blocks. The structure measures 160’ x 72’ and is manufactured by Span Tech. The proposed location will need to be reviewed with County planning staff to evaluate the relationship of the structure to the CR 100 ROW and the County standard setbacks. In addition to the structure, parking spaces in the immediate vicinity include 24 standard spaces and up to three (3) ADA spaces. At this time, the structure is not intended to be heated; the potential of tempering the building for moderate temperature control will be evaluated as a part of the second phase proposal. The applicant has engaged in preliminary conversations with Carbondale and Rural Fire Protection District to discuss the intended occupancy and life safety code requirements; C&RFPD has informally indicated support of the above program description related to site access and code application for the structure itself. Because of the limited occupancy numbers, the building will not need to be sprinklered. Building plans/elevations are included in the Appendix. 2. Expanded Parking (Zone 2): Expanded parking will bring the total number of parking spaces in this zone up to 43 with 40 regular and three (3) ADA parking spaces created. Existing trailers in this area are depicted on the Site Plans, and will not be moved from their current location. Existing trailers include five (5) player changing rooms and equipment storage locations, a coaches office, a portable heated bathroom, and a portable ADA heated bathroom. • A special event permit is being developed in parallel to this Land Use Change Permit Amendment, for a planned event in December 2024. The special event application includes, among other things, spectator viewing areas and a temporary trailer serving as a warming structure and an ADA changing room, measuring 60x40’. The warming structure/ADA changing room is similar to a catering/event tent, rated for snow load, and designed to be left erected. The applicant’s intent is to supplement this Amendment application with materials supporting the addition of the spectator viewing and warming structure/ADA changing room to allow these facilities to remain in use for the duration of the Temporary Use Permit. A warming structure and spectator viewing/ADA changing room will also be included in the supplemental submittal for Zone 2. 3. Second Temporary Full-sized Rink and ADA Accessible Changing Rooms and Bathroom (Zone 3): A second full sized rink measuring 200’ x 85’ is planned for the southwest portion of the newly acquired parcel area of the project site. Providing a second hockey rink will allow for an expansion program and serve additional athletes in the community. To maintain the new rink, four (4) 230 ton portable air chillers will be installed on the west side of the rink and four (4) 250 Watt downcast LED lights will be positioned to the north and south of the rink to illuminate the area during evening programming. This lighting is the same lighting that was previously approved by Garfield County for the existing rink. A total of 21 regular parking spaces will be created to the north of the rink, and three (3) ADA parking spaces will be located within 6 feet of the rink to the north. Three (3) trailers will be added to the immediate vicinity of the rink, including two (2) changing rooms / equipment storage (one ADA) and one (1) ADA portable bathroom. Additionally, the existing building to the east of the rink will be used for storage of the Zamboni machine. Phasing of Approvals for Long-span Structure Occupancy of the long-span structure is intended to be separated into phases to allow additional time for supplemental materials to be produced. The project team anticipates a supplemental submittal to detail the intended program and impacts to traffic, parking, etc. Full programmatic use of this proposed facility will occur after subsequent requirements have been met and full approval is received from Garfield County. • Phase I - (Current Application) Seeking approval for erection and occupancy of long-span structure. 36 Colorado Extreme | Amended Land Use Change Permit Application Project Description Occupancy to be limited to athletes already present on site for existing programming (no initial increase in athletes on site or impacts to existing traffic conditions). • Phase II - (Requires Supplemental Materials) Seeking approval for expanded programming for full occupancy of long-span structure (anticipated increase to accommodate approximately 20-30 athletes per session). A revised traffic study is currently being developed to describe a full assessment of traffic impacts related to the addition of new programming and expanded number of athletes on site. Program Element Project Phase and Description Long-Span Structure Phase I (with this approval) - limit to athletes already present on site; total participant numbers to match 2023 Temp Use Amendment approval. Phase II (following supplemental submittals) - expanded programming to serve an additional 20-30 athletes / session. Phasing of Approvals for Ice Program Appurtenances A special Events Permit application is being separately submitted for approval of a warming tent and spectator viewing stand for a scheduled event in December 2024. The intent is to absorb the warming tent and viewing stand into the Temporary Use Permit. These facilities will provide tempered viewing and ADA access to viewing as required in previous permit conditions. Materials compiled for the Special Event submittal will be provided to supplement the temporary use permit application. • Phase I - Seeking approval under separate Special Events Permit • Phase II - Seeking approval for inclusion of warming tents and spectator viewing in temporary use permit. Program Element Project Phase and Description Warming Tent Phase I (Dec ‘24) Seeking approval under separate Special Events Permit Phase II (following supplemental submittals) Incorporate Warming Tents into Amended Temporary Use Permit. Spectator Viewing Phase I (Dec ‘24) Seeking approval under separate Special Events Permit Phase II (following supplemental submittals) Incorporate Warming Tents into Amended Temporary Use Permit. Additional Notes (Conditions for Approval) The Temporary Use Permit is supported by technical studies, permits, and agreements outside of the Garfield County Land Use process. The following permits/agreements/studies from the 2023 process are being coordinated with the appropriate parties. Updates on those processes are below. Some processes may extend beyond the approval of this Amendment and may become conditions of approval. • RFTA Permit • Union Ditch ownership notarized approvals • Updated Traffic Study Report • Updated Water Resource Report for additional well • Updated Engineering Report 37 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM RFTA Access Permit: Colorado Extreme has been coordinating with the Roaring Fork Transit Authority (RFTA) throughout the development of the project, and made improvements to site access and infrastructure in the Garfield County and RFTA rights-of-way in 2023. The applicant’s civil engineer is currently coordinating with RFTA staff to continue the permitting process, including physical evaluation and as-built survey of the constructed improvements, permit extension/re-instatement, and permit close-out. The traffic impacts and site access of the proposed improvements in his application match those from the 2023 permit approval; any additional programming will be evaluated with RFTA relative to impacts to the Rio Grande Trail ROW. This process is ongoing and the project team will continue to work with RFTA to ensure compliance with their permitting requirements, permit process, and close-out. Union Ditch: The Union Ditch piping work was permitted in 2023, and the installation has been completed under an agreement between the applicant and the Union Ditch owners. The project team is in the process of collecting as-built information, coordinating acceptance of the ditch pipe installation with the ditch owners’ engineer, and dedicating the 20’ maintenance easement over the new alignment. This process is ongoing. Updated Traffic Study Report: The 2023 Fox Tuttle traffic study accounts for the ongoing uses on the property, and includes demand and trip generation for the addition hockey rink. The project team is working to update the traffic study with new user numbers to include the long-span structure and anticipate submitting that new study, with responses to any recommendations that may be included, in a supplement submittal. Updated Water Resource Report for additional well: The project team is currently investigating the water quality and quantity testing needs for the wells located on the combined parcels, and any implications to the future use of water on the property. For the purposes of this application, the water use profile is the same as the 2023 Permit Amendment. Updated Engineering Report: The prior Engineering Report provides parking, circulation, and utility infrastructure recommendations for the site program approved in the 2023 Permit Amendment. For the purposes of this application, the site access (for circulation, parking, and emergency access) and utility infrastructure demands are largely the same, but expanded to the larger footprint of the expanded property. The project team is in the process of updating the Engineering Report to include the acreage and the proposed program increase. We anticipate providing a memo addressing parking and circulation for the long-span structure in a supplemental submittal. Additionally, Colorado Extreme has worked to address items of concern discussed with Garfield County following a site visit over the summer. These items include cleaning up debris and trash materials, addressing weed management (a weed management plan has been developed and is included in the exhibits of this application), assessing electrical safety concerns (receipts of work available upon request), prohibiting access to the large spectator bleachers to the west of the existing rink and disassembling smaller bleachers to the south of the existing rink, and modifying the residence on-site to ensure it is not habitable. Debris and trash have been removed from the site by the contractor as of early November. Weed populations were mapped in October 2024, and a memo outlining management measures for the identified species was provided to Colorado Extreme for implementation in Spring 2025. An electrical contractor visited the site and addressed concerns regarding electrical safety. The bleachers of concern were covered with tarps and/or disassembled from the site. Lastly, the stove, refrigerator, and mattress in the residence located within the property were removed. Photo documentation of these improvements is available if requested by Garfield County. 38 Colorado Extreme | Amended Land Use Change Permit Application Specific Application Materials 39 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Vicinity Map Account Number: R009788 Parcel Number: 239336400278 Acres: 69.75 Tax Area: 011 2019 Mill Levy: 72.5180 Physical Address: 2340 100 County Road Carbondale, CO 81623 Owner Address: Blue Mind, LLC. 201 Main Street, Suite 301 Carbondale, CO 81623 40 Colorado Extreme | Amended Land Use Change Permit Application Site Plan (4-203.D) Grading + Drainage Plan (4-203.E) Landscaping Plan (4-203.F) A Site Plan which meets Garfield County Standards has been developed for this application. Please see Appendix A. A Grading and Drainage Plan which meets Garfield County Standards has been developed for this application. Please see L1.1-L1.3 on Appendix A. A Landscaping Plan waiver has been requested for this application. 41 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Impact Analysis 1. Adjacent Land Use: According to Garfield County GIS data (see attached map on the following page), adjacent land uses within a 1500’ radius include a combination of rural/agricultural properties and residential planned unit developments (PUDs). Other land uses on properties with similar physical characteristics along the south side of CR 100 include industrial zoning. 2. Site Features: Notable site features within the 1500’ radius include: • The Roaring Fork River is located approximately 1085 feet northeast from the nearest corner of proposed temporary hockey facility area. • The topography throughout the proposed temporary hockey facility area does not exceed 4%. Much of the area is between 2-3%, which is considered “ flat” for standard development activities. The adjacent hillside to the south of the proposed facility contains slopes in excess of 45%. See accompanying Site Survey Appendix. • Vegetative cover in the area is comprised of irrigated agriculture ( cropland and pasture) lands to the north and Pinyon- Juniper plant communities (shrub and brush rangeland) throughout the hillside to the south. 3. Soil Characteristics: Soil types within the proposed area (refer to the attached map and data table) primarily include Yamo loam, covering most of the area, with Atencio-Azeltine complex soils present in smaller portions. The Atencio- Azeltine soils are well-draining and characterized by medium runoff potential. According to the USDA farmland classification, this soil type is designated as “Not Prime Farmland” due to its sandy and gravelly composition. These soil characteristics are favorable for the proposed use, as they provide good drainage and have limited agricultural value. 4. Geology and Hazards: Data for geological hazards were reviewed for the proposed area (see attached maps on following pages). Steep, densely vegetated slopes identified as major slope and soils hazards are located to the south, outside of the area proposed for development. The proposed area is classified as moderate hazard areas for soils and slopes. However, the area where development will occur is relatively flat, with a slope that does not exceed 4%. See Sections 7-108, 7-206, 7-207 later in this package for additional information. 5. Groundwater and Aquifer Recharge Areas: The proposed site is outside of the Roaring Fork Floodplain (see attached map on following pages), and therefore has a low probability of flooding as a result of the proximity to the River. Soils are characterized as well draining, with water quality-swales included in the site plan to accommodate any sedimentation resulting from extreme precipitation and/or runoff events. No sewage effluents are anticipated within this temporary phase, as all rest room units will be self-contained. The topography throughout the proposed temporary hockey facility area does not exceed 4%. Much of the area is between 2-3%, which is considered “ flat” for standard development activities. The adjacent hillside to the south of the proposed facility contains slopes in excess of 45%, and slope northwards, toward the Roaring Fork River. 42 Colorado Extreme | Amended Land Use Change Permit Application Impact Analysis Two drainage ditches are present within the property and carry water from east to west. One ditch is located within the RFTA ROW, just north of the property boundary. Another ditch is located within the northern portion of the property, and runs through the main area proposed for development. The eastern half of the open ditch has been replaced with a closed pipe system, in order to reduce water loss from evaporation and seepage, improve water flow efficiency, and reduce maintenance. 6. Environmental Impacts: The development of the hockey facility will permanently remove a small area of habitat for regional wildlife species permanently. A total of approximately 4.03 acres will be developed as a result of the project. This primarily includes farmland, grassland, and some shrubland areas. Additionally, long-term effects include the continued presence of people on the site for hockey events, which will include the introduction of noise and light in the area, which may disturb wildlife species. Over the course of development, impacts may include noise from construction and the presence of people on site to complete grading, establish the ice hockey rink, and erect the planned structures. Although short and long term impacts are expected as a result from the project, the land was previously developed and included the presence of people and livestock on the land, which likely already had an impact to local wildlife populations. Additionally, the majority of the parcel with be maintained in a natural state. Development will be concentrated on the north side of the parcel, in an area that was already previously disturbed by human activity. Colorado Parks and Wildlife (CPW) Species Activity Mapping (SAM) Data was reviewed and found the following habitats overlap or come within close proximity to the project site (see maps on following pages): • Elk Severe Winter Range and Winter Concentration Areas • Mule Deer Resident Population, Severe Winter Range, and Winter Concentration Areas • Black Bear Human Conflict Area and Fall Concentration Area • Bald Eagle Roosting Sites and Nest Sites No migration routes are mapped on the project site. However, the site is documented to be important habitat for mule deer and elk in the winter. However, the location of development within the parcel does not provide high-quality habitat, and the species are likely to use areas outside of the development zone that contain pinyon- juniper woodlands and farmland north of Catherine Store Road for foraging ground. No designated Critical Habitat overlaps with the project site, as mapped by the US Fish and Wildlife Service. CPW SAM bald eagle roosting sites, last active in 2017, overlap with the project site. Additionally, two bald eagle nests are located near the project site: one with an unknown status (0.25 miles away) and another that was documented as last active in 2023 (1.3 miles away) (see maps on following pages). The project is located outside of the CPW recommended no disturbance zone within nesting season (December - July) of 0.25 miles of the recently active nest location. Wetlands are mapped within the project site but will not be affected by the proposed development. A wetland is mapped as overlapping with the site in the northwest corner of the parcel, surrounding the pond present on the site (see map on following pages). 7. Nuisance The proposed temporary youth hockey facility will not result in any negative impacts to adjacent lots. The recreation use will not generate any vapor, dust, smoke, glare or vibration, or other emanations. All site lighting will adhere to County Development Standards to avoid glare and spill outside of the parcel. See Section 7-304 of this package for further information. 43 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Impact Analysis Any on-site noise generation from daily youth classes ( see Hours of Operation, below) and vehicular movement will be buffered by the layered vegetation and earthen berming along CR 100, both in the RFTA ROW and on-site. Noise shall not exceed State noise standards pursuant to C.R.S, Article 12, Title 25. 9. Hours of Operation Hours of operation for the proposed temporary hockey facility will occur between 9am-8:30pm, Monday through Saturday. Typical weekly scheduling for the facilities is anticipated to include: GENERAL SITE MAINTENANCE (operations staff only) Monday - Saturday 9am- 3pm - site maintenance and operational needs Monday - Saturday 8:30pm - 9:00pm - site shut-down following programmed activities ICE RINKS: Existing rink + new rink (October 1-April 1) Schedule and user numbers match 2023 Permit Amendment approval. 3pm- 4:30pm - coaching and staff preparations for daily team/ skate sessions 4:30pm- 5:30pm - daily session # 1 (4-6 year olds) 50 kids/rink 5:30pm- 6:30pm - daily session # 2 (7-8 year olds) 40 kids/rink 6:30pm- 7:30pm - daily session # 3 (8-10 year olds) 30 kids/rink 7:30pm- 8:30pm - daily session # 4 (11-12 year olds) 25 kids/rink FITNESS: Schedule and user numbers match 2023 Permit Amendment approval. Fitness Training Program Mid-June through Mid-August Monday - Friday 9am- 12pm - Fitness and skills training 20 kids Fitness programming will utilize the ice rink areas and long span structure. LONG-SPAN STRUCTURE: Below is an estimate of programming use of Long-Span Structure. Additional information will be provided in a supplemental submittal related to Phase II occupancy of this proposed improvement. Phase I - (December-April) Users include athletes already on site for rink programs listed above and will not add to the number of individuals on the site overall. The structure will be available during hours of operation, from 3:00 pm - 8:30 pm daily. A maximum number of 290 kids will access the structure throughout the five hour and 30 minute time span that covers the hours of operation, which is equal to the number of kids attending existing hockey programs listed above. However, the number of individuals using the facility is expected to be much less. Phase II - (seasons of use TBD) Prep/maintenance hours are the same as for ice, above 4:45pm- 5:45pm - daily session # 1 estimated 20-30 kids 5:45pm- 6:45pm - daily session # 2 estimated 40 kids 6:45pm- 7:45pm - daily session # 3 estimated 30 kids 7:45pm- 8:45pm - daily session # 4 estimated 25 kids 44 Colorado Extreme | Amended Land Use Change Permit Application Impact Analysis Gareld County, CO Developed by Date created: 10/29/2024 Last Data Uploaded: 10/29/2024 3:07:09 AM 3,895 ft Overview Legend Parcels Roads Parcel/Account Numbers Owner Name County Zoning CG - Commercial/General CITY - Incorporated City or Town CL - Commercial/Limited I - Industrial PA - Public Airport PL - Public Lands PUD - Planned Unit Development R - Rural RL - Resource Lands RMHP - Residential/Mobile Home Park RS - Residential/Suburban RU - Residential/Urban <all other values> Lakes & Rivers County Boundary Line Adjacent Land Use Map 45 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Impact Analysis 9 Custom Soil Resource Report Soil Map 43 6 2 6 0 0 43 6 2 7 0 0 43 6 2 8 0 0 43 6 2 9 0 0 43 6 3 0 0 0 43 6 3 1 0 0 43 6 3 2 0 0 43 6 3 3 0 0 43 6 2 6 0 0 43 6 2 7 0 0 43 6 2 8 0 0 43 6 2 9 0 0 43 6 3 0 0 0 43 6 3 1 0 0 43 6 3 2 0 0 43 6 3 3 0 0 313000 313100 313200 313300 313400 313500 313600 313700 313800 313900 314000 314100 313000 313100 313200 313300 313400 313500 313600 313700 313800 313900 314000 314100 39° 23' 58'' N 10 7 ° 1 0 ' 1 9 ' ' W 39° 23' 58'' N 10 7 ° 9 ' 2 9 ' ' W 39° 23' 32'' N 10 7 ° 1 0 ' 1 9 ' ' W 39° 23' 32'' N 10 7 ° 9 ' 2 9 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 250 500 1000 1500Feet 0 50 100 200 300Meters Map Scale: 1:5,450 if printed on A landscape (11" x 8.5") sheet. SSooiill MMaapp mmaayy nnoott bbee vvaalliidd aatt tthhiiss ssccaallee.. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Survey Area Data: Version 15, Aug 29, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 25, 2021—Sep 5, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background Custom Soil Resource Report 10 Soils Map 46 Colorado Extreme | Amended Land Use Change Permit Application Impact Analysis Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 13 Atencio-Azeltine complex, 3 to 6 percent slopes 2.1 2.6% 54 Grotte gravelly loam, 25 to 65 percent slopes 35.2 45.2% 55 Gypsum land-Gypsiorthids complex, 12 to 65 percent slopes 26.9 34.6% 116 Yamo loam, 12 to 25 percent slopes 13.7 17.6% Totals for Area of Interest 77.9 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. Custom Soil Resource Report 12 Slope Related Hazards Map 47 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Impact Analysis Soils Related Hazards Map Floodplain Related Hazards Map 48 Colorado Extreme | Amended Land Use Change Permit Application Impact Analysis Elk Habitat Map Mule Deer Habitat Map 49 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Impact Analysis Black Bear Habitat Map Bald Eagle Habitat Map 50 Colorado Extreme | Amended Land Use Change Permit Application Impact Analysis Wetlands and Waters of the US Map 51 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Rezoning and Justification Report (4-203.H) Statement of Appeal (4-203.I) Improvements Agreement (4-203.K) Development Agreement (4-203.J) This section is not applicable to this application This section is not applicable to this application A Development Agreement waiver has been requested for this application. An Improvements Agreement waiver has been requested for this application. 52 Colorado Extreme | Amended Land Use Change Permit Application Traffic Study A previously completed traffic study is provided as part of this application. Due to the size of the document, we have included in Appendix C. DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM 225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520 To: Mr. Glenn Hartmann / Garfield County From: Jason Jaynes, DHM Design; jjaynes@dhmdesign.com Date: 11.06.2024 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-278 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Traffic Analysis Update Dear Glenn, Fox Tuttle Transportation Group completed a detailed traffic analysis for the Colorado Extreme site in July of 2023. This study was based on programming for an existing full size hockey rink and a proposed second smaller hockey rink; this report evaluated access, road capacity and intersection performance during peak hours, and summarized traffic volumes and trips generated based on proposed improvements. In July of 2024 they provided a memo updating their analysis with current and projected traffic volumes associated with the facilities expansion of a second full-size hockey rink, viewing seats and a storage facility. Since that initial update, the program has expanded again to include phased occupancy of the long-span structure (previously identified as a storage facility), and parking has been added to accommodate this new use. In this first phase of occupancy, no new programmatic use will occur; this facility will only be available for use by athletes present on site under existing programs. Expanded use of this facility is intended in the second phase after a revised traffic study has been completed. Since use of this facility will be limited to athletes already on site, no impacts to traffic will occur during this first phase of operation. As part of this application, we have included the original Traffic Study for the second rink and the memo prepared by Fox Tuttle that revises the traffic analysis for a full-size rink. An updated traffic analysis is currently being undertaken to describe the changes that will occur with the addition of new programmatic use during the second phase of occupancy and to provide a full assessment of traffic impacts. We intend to submit an updated traffic report prepared by a qualified traffic engineer following the submittal of this application. Sincerely, Jason Jaynes Principal 53 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Engineering Report DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM 225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520 To: Mr. Glenn Hartmann / Garfield County From: Jason Jaynes, DHM Design; jjaynes@dhmdesign.com Date: 11.07.2024 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-278 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Engineering Report Update Dear Glenn, As we have previously discussed, Blue Mind LLC has engaged a new engineering firm, Roaring Fork Engineering, to carry forward any additional materials needed for this application and future phases of work on the Colorado Extreme Site. As part of this application, we have included the previous engineering report prepared by JVA for the 2023 application submittal, which contains narrative descriptions of the implemented site improvements related to the site entry, union ditch piping and expanded parking to support a second hockey rink. Since the writing of this report, Blue Mind LLC purchased the lot to the west of the existing parcel and the two properties have been consolidated. While the previous site plans and report contained a second rink, this rink has been relocated to the western edge of the consolidated lot and has also been updated from a small rink (115 x 55’) to a full-size rink (80 x 200’). A second training facility (long span structure) has also been added, this will be located on the far northeastern edge of the developable portion of the property. Additional parking and ADA parking have also been provided to account for the increased number of athletes associated with these improvements although full programmatic use of the Long Span Structure will not occur till a subsequent phase. Proposed grading on site remains minimal to reduce disturbance and impacts. As in the previous report, no offsite drainage will be required and existing drainage patterns from the large hillside above the project limits will remain the same. Drainage swales are provided around the proposed facilities and erosion control measures have been proposed in these locations. All the utilities descriptions in the previous engineering report remain the same apart from the newly purchased parcel containing a second well. An updated well-test is being prepared and will be provided after this application submittal but the previous pump test for the original well showed capacity for the anticipated use of the site. The proposed number of portable toilets will remain the same and will remain adequate to serve the proposed usage of 150 people per day. No changes to electric, gas communications or telephone utilities are proposed, those items will remain as they are described in the previous engineering report. We will provide an updated report and supplemental material from Roaring Fork Engineering as soon as we can. Sincerely, Jason Jaynes Principal A previously completed engineering is provided as part of this application. Due to the size of the document, we have included it in Appendix D. 54 Colorado Extreme | Amended Land Use Change Permit Application Water Supply + Distribution Plan (4-203.M) DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM 225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520 To: Mr. Glenn Hartmann / Garfield County From: Jason Jaynes, DHM Design; jjaynes@dhmdesign.com Date: 11.5.2024 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-278 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Well Testing Update Dear Glenn, As we have discussed previously, we intend to structure the revised LU change application for the Colorado Extreme to reflect phasing of usage and the lot consolidation that occurred when Blue Mind LLC purchased the parcel to the west of the existing parcel (2393-364-00-267). Due to the quick turnaround of this current application, we are currently requesting that LRE update the well-testing report to include the well located on the additional lot purchased (well permit number 245825). We have included the report LRE completed for well permit number 87598-F, which includes water quality and quantity data. We will provide the updated report containing the additional well as soon as possible. Thank you for your guidance on the application. I look forward to discussing this approach and any questions with you. Sincerely, Jason Jaynes Principal 55 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Wastewater Management + System Plan (4-203.N) A Wastewater Management and System Plan waiver is requested for this application. Temporary restroom facilities have been installed as proposed within the 2022 approved application. No issues or complaints arose in response to the existing facilities and layout provided during the 2022-2023 season. Additional temporary restroom facilities are proposed as noted in the Waiver Request letter in the General Application Materials Section and Project Narrative Section of this application. 56 Colorado Extreme | Amended Land Use Change Permit Application Floodplain Analysis (4-203.O) This section is not applicable to this application, as the entire parcel and proposed facilities for the youth hockey facility are located outside of all floodplain zones (see map below). 57 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Standards 58 Colorado Extreme | Amended Land Use Change Permit Application Division 1. General Approval Standards 7-101: Zone District Use Regulations The property is zoned Rural ( R) and meets all of the zone district dimensions as described in Table 3-403 for Rural/ Low-Density Residential Lots: • Minimum Lot Area is 2 acres. The lot size is 69.75. • Maximum Lot Coverage is limited to 15%. The current coverage proposal = .76 acres of the lot which is approximately 1% of total lot coverage. • Maximum Floor Area Ratio is N/A. • The Arterial Front Setback is 50’. • The Rear Setback is 25’. • The Side Setbacks are 10’. • The existing modular office building height and the proposed changing rooms and proposed bathrooms do not extend above 40’. The proposed land use complies with Table 3-403. Outdoor Recreation uses are permitted with approval under a Limited Impact Review Process. 59 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Division 1. General Approval Standards 7-102: Comprehensive Plan + Intergovernmental Agreements The land use is in general conformance with the Garfield County Comprehensive Plan and complies with all applicable Intergovernmental Agreements, particularly within: • Future Land Use - Sub-section 3: Growth in Designated Centers - This section identifies the specific “Rural Employment Center” opportunities that exist in the “mix of commercial/light industrial land uses east of the Town of Carbondale.” 1. Provides a mix of recreation and potential future commercial uses within a designated growth center. 2. The future build-out/permanent facility has a potential to add to the economic diversity of the County. 3. Provides a new rural employment center that supports an active and healthy community. • Plan Sections - 5: Recreation, Open Space and Trails - This section identifies the importance of recreation and subsequent tourism as a growing part of the Garfield County economy and seeks to “Promote public health and well-being through the promotion and support of recreation facilities”, as noted in Policy 5. 1. The proposed temporary youth hockey facility and its long-term vision will help the County support youth health and well-being through its offering of free hockey, positive adult mentorship and team camaraderie to the local youth population. 2. The project update will improve the quality and availability of County-wide hockey events to a wider population. 3. Specifically, the continued refinement of the temporary facility directly supports Policy 5-Strategy ii, as the Colorado Extreme program continues to work with the “Garfield County school districts... to identify improvements, projects and programs that will benefit the health and well-being of students and the residents of Garfield County. 7-103: Compatibility The nature, scale and intensity of the proposed updates to the temporary Colorado Extreme hockey facility will not change the character or experience of the adjacent rural land uses. The proposed improvements have been reviewed and designed to specifically support the existing character along Catherine Store Road and the surrounding developments. The improvements will also be supported by the ongoing maturation and additions to the layered, vegetative screening along the northern parcel boundary. 7-104: Source of Water As confirmed by the Basalt Water Conservancy District (BWCD), Water Allotment Contract NO. 775a, Blue Mind, LLC (2340 CR 100) “shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second form the District’s direct flow rights and 1.7 acre feet of per year of storage or other augmentation water owner or controlled by the District.” The required water rights documents (for projects served by wells) are included in this submittal, including: Information on the water supply/entity • A description of the physical source of water. • A confirmation of the quantity of water. • A pump test with associated documented analysis by a qualified professional with expertise as noted. An additional pump test will be completed and provided to the County for the pump located on the merged parcel. • No well sharing is proposed. • A water quality test and associated laboratory testing has been updated to confirm that current well water meets all County standards. An additional pump water quality test will be completed and provided to the County for the pump located on the merged parcel. 60 Colorado Extreme | Amended Land Use Change Permit Application Division 1. General Approval Standards 7-105: Central Water Distribution + Wastewater Systems A. Water Distribution As confirmed previously by the Colorado Division of Water Resources, Well Permit #86473-F, was previously transferred from Nordic Gardens Land Fund, LLC to Blue Mind, LLC (2340 CR 100), who is entitled to use the existing, centrally located well. Additionally, Well Permit #245825, was recently transferred from H.P. Hansen to Blue Mind, LLC (2340 CR 100), who is entitled to use the existing, centrally located well. • The approved well improvement permits are included in this submittal • The proposed Water Distribution Plan was previously approved in the 2022 application. B. Wastewater Systems • A waiver has been requested to allow temporary restroom facilities to be used during this temporary recreational use permit period. • During the span of the 2023-24 season, the on site temporary restroom facilities proved to be more than adequate for all events and regular programming. Two more restroom units have been added to ensure that appropriate provisions are available for visitors to the existing rink and the second rink. One facility will be heated. 7-106: Public Utilities Electric, telephone, and communications utilities will remain on the property to service the temporary facility. Existing overhead electric lines that run within an electric easement through the property shall also remain. Site utility equipment is located to the west of the entrance to the property and shall be kept clear for access and maintenance. 7-107: Access + Roadways Please refer to the included Site Plan and Grading and Drainage Appendix for updates to the overall circulation and design. Site access remains as approved with the 2023 Permit Amendment, and the project team is in coordination with RFTA to review and approve the access infrastructure in the Rio Grande Trail ROW that was installed pursuant to the approved 2023 Access Permit drawings. Per prior inspections and conversations with Garfield County Road and Bridge Department, drainage and access/egress in the area of the site is not an issue. B. Safe Access The Traffic Report and Engineering Report include an in depth explanation of all the access, parking and roadways. C. Adequate Capacity All site circulation and access routes and parking meet and/or exceed the minimum standards for current capacity needs. D. Road Dedications N/A E. Impacts Mitigated N/A F. Design Standards All site circulation and access routes meet the minimum standards for Minor Collector roadway design 61 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Division 1. General Approval Standards requirements, which include two 12’ lanes and 6’ shoulders on each side. Please see the included Site Plan and Grading and Drainage Appendix included in this package. 7-108: Use of Land Subject to Natural Hazards The entire northern portion of the 2340 CR 100 site, which includes the proposed temporary hockey facility and other facilities, is located outside of any major geologic or geotechnical conditions. Only moderate soils hazards were identified through County GIS data. See map included on page 35, in the Impacts Analysis section. 7-109: Fire Protection All site access and circulation have been designed to accommodate Emergency Access Standards. Please see the Driveway Permit Application in Appendix G. 62 Colorado Extreme | Amended Land Use Change Permit Application Division 2. General Resource Protection Standards 7-201: Agricultural Lands A. No Adverse Effect to Agricultural Operations This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site. B. Domestic Animal Controls n/a C. Fences n/a D. Roads n/a E. Ditches 1. This application does not propose any new modifications to the Union Ditch. 2. The Union Ditch through the east half of the consolidated parcel was piped in 2023 as a part of the 2023 permit update and commensurate with the Ditch Modification Agreement and Grant of Easement, August 30th, 2023, between Blue Mind LLC and the Union Ditch owners. Adjacent properties or anyone else with water rights to the section of the Union Ditch running through the developable area of the property are not negatively impacted by the proposed land use change. 3. The Union Ditch through the west half of the consolidated parcel will remain open under the current Temporary Use Permit Application; the existing culvert will be used for on-site access to the 2nd hockey rink facility. 4. The land use change shall not have any effect on the access to the irrigation pipes, manhole access points, flumes, and laterals for maintenance purposes during and after implementation of improvements associated with this Temporary Use permit. 5. The finalization of the recording of the installed ditch alignment and access easement remains to be completed. The applicants project team has initiated coordination with the ditch company’s representative to advance that process. 6. The Union Ditch company contact for “Referral To Ditch Owner” is located below: Union Ditch Company c/o Mike Kennedy Mikekennedy@sopris.net 970-379-3907 7. No development or land use changes for the proposed project shall have any adverse effect on the existing Union Ditch pipe running through the property. 7-202: Wildlife Habitat Areas The wildlife use patterns associated with the past industrial site uses and surrounding property have been in place long term at this site. Of the ~70 acre site, 4.03 acres will be impacted for the proposals included in this application and, accounting for the previous approved 2022 application, total impacts will be 4.4 acres. The remaining ~60 acres, the majority of which is native hillside, will be protected and unavailable for development. 63 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Division 2. General Resource Protection Standards 7-203: Protection of Waterbodies There are no wetlands or waterbodies that will be disturbed by activities associated with the temporary youth hockey facility. All existing ditches and laterals within the site are outside of the area of disturbance, No storage of hazardous materials or use of salt or sand will be allowed on adjacent roads or the shared driveway. 7-204: Drainage + Erosion All runoff within the developed area shall be treated on site via water quality swales. Erosion control structures are proposed for erosion mitigation. Please refer to the grading and drainage plans in the Appendix A (L1.1-L1.3) for more details on drainage and erosion control. Drainage is also discussed in detail within the preliminary engineering report included in this submission package. The proposed grading on site remains minimal to reduce disturbance and impacts and existing drainage patterns from the large hillside above the project limits will remain the same. 7-205: Environmental Quality This application shall not adversely affect or otherwise limit the viability of existing agricultural operations and no agricultural lands shall be disturbed. This application is located on a reclaimed portion of the existing site A. Air Quality This application shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. B. Water Quality All hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. 7-206: Wildfire Hazards A. Location Restrictions The application area is designated as a containing Low to Moderate fuel hazards as it is located along the boundary of irrigated agriculture lands (low) and shrub/brush rangeland comprised of pinyon-juniper plant communities (moderate). The southern portion of the property contains steep slopes, but the area designated for the Temporary Youth Hockey Facility would be located in the northern portion of the site where slopes are between 0-4%. The site has traditionally been cleared of ladder fuels from the developable area of the site and base of the hillside. The owner agrees to continue to maintain vegetation control on the property to minimize any potential impacts from wildfire following Garfield County and State Forest Service guidelines for defensible space. B. Development Does Not Increase a Potential Hazard In June of 2023, proposed improvements and access were discussed with the Deputy Chief of Carbondale Rural Fire Protection District and he has supplied a letter specifying that the access to the property for emergency apparatus is acceptable and they have no issues with the proposals; refer to Appendix H for a copy of this memo. The proposed application is developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The facility manager will contain provisions 64 Colorado Extreme | Amended Land Use Change Permit Application Division 2. General Resource Protection Standards regarding the storage of potentially flammable materials. C. Roof Materials + Design This application proposes an additional enclosed recreational structure (long-span structure) with a single door, the frame of which is composed of carbon steel tubing and the surrounding material is a high-performance membrane fabric. This fabric will be Nova Shield 400 FR Series RU88X, engineered for fire resistance and meets fire rating standards NFPA 701-(1989); Large scale; CAN/ULC S109-M87 (Large scale); and ASTM E84-00A (Class 1). 7-207: Natural + Geologic Hazards This application does not include any natural or geologic hazard areas within the proposed limit of disturbance. Refer to Impact Analysis Mapping on pages 35-36 of this document. 7-208: Reclamation The proposed work within this site will only impact previously developed areas. No removal of vegetation or expansion of the existing yard is proposed. Any areas that are disturbed as a result of the proposed site plan will be restored as natural-appearing areas. See Site Plan documentation, sheet L1.5 of Appendix A. 65 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Division 3. Site Planning and Development Standards 7-301: Compatible Design Complete based on approved updated site plan. A. Site Organization The proposed site program/design contains minor circulation improvements the safe and smooth flow of passenger vehicles and shared access needs. Perimeter areas are planned for low impact functions, such as: visual/ acoustic buffering, snow storage, and utility needs. The site interior will be used for recreation programming, circulation, and parking. B. Operational Characteristics Site operations will be improved through a new entry/access and internal circulation planning. No dust, odors, gas, fumes, or glare will be emitted at levels that are reasonably objectionable. Noise shall not exceed State noise standards will continue to be met and will comply with C.R.S., Article 12 of TItle 25. Hours of operation shall include: General Site Operations - Monday-Saturday: 8am - 9pm Recreation Programming - Monday-Saturday: 4:30 - 8:30pm C. Buffering The proposed site will continue to maintain the extensive perimeter vegetation and landform/berms to accommodate visual and acoustic buffering requirements. The second rink is sited at the base of the steep hill at the southwest corner of the flat area of the parcel; large riparian shrubs and mature cottonwoods provide substantial buffering between the proposed rink site and the public right of way and adjoining private parcels. The long-span structure is partially screened by the existing spruce trees on the property line and the large mature cottonwoods in the RFTA right of way to the northeast. D. Materials No changes to exterior facades are planned as part of this submittal. 7-302: Off-street Parking and Loading Standards Off-street parking is proposed and delineated within the Site Plan Appendix. A total of 114 spaces, nine ADA and 103 regular spaces, are proposed for this land use application amendment. 7-303: Landscaping Standards A. General Standards The proposed interior site program/design update includes the additional of a second full size ice rink in a previous storage area and other minor circulation and parking improvements to accommodate passenger vehicle movement, parking and shared access needs. No significant impacts to existing vegetation are expected. B. Multi-Family Development n/a C. Subdivision, PUD, and Rural Land Development Exemption n/a D. Plants Compatible with Local Conditions Other than the relocation and attempted rehabilitation of interior trees to the northern property buffer, no other changes to the planting design are planned as part of this submittal. 66 Colorado Extreme | Amended Land Use Change Permit Application Division 3. Site Planning and Development Standards E. Existing Vegetation All healthy trees, native vegetation, natural or significant rock outcroppings, and other valuable features shall be preserved and/or relocated and integrated within the temporary site plan. F. Minimum Size n/a - no new vegetation is being proposed as part of this application G. Minimum Number of Trees and Shrubs Existing vegetative site buffers will continue to be maintained/enhanced as shown in the diagrams on previous pages. H. Parking and Storage Prohibited n/a I. Clear Vision Area A Clear Vision Area, which meets the standards of this requirement and RFTA’s requirements, is depicted on the Site Plan in Appendix A. J. Landscaping Within Off-Street Parking Areas The existing tree line located at the northern property boundary will be maintained to act as both a site and parking buffer. 7-304: Lighting Standards Additional lighting improvements proposed as part of this application pertain to the additional full size rink at the west side of the parcel. Lighting usage is expected to begin at dusk and limited to 8:30 pm, Monday through Saturday. All interior lights will be directed downwards, to the interior of the site. No flashing lights will be utilized anywhere on the property. A. Downcast Lighting All proposed temporary rink and access lighting will be located and designed so that the light is directed downward. The proposed lighting will be 250 W, NAFCO Medium Shoebox LED light fixtures, 40000 Lumens with 100’ flood distribution. This lighting is the exact same lighting previously approved by Garfield County in project applications. B. Shielded Lighting All exterior site lighting will be arranged so that rays are concentrated on the rink and adjacent parking. C. Hazardous Lighting The proposed site lighting will not create any hazardous impacts or traffic impacts. No colored lights are being proposed as part of this application and none will be used on site. D. Flashing Lights No blinking, flashing, or fluttering lights, or other illuminated devices that have changing intensities, brightness, or color are being proposed as part of this application. E. Height Limitations No lighting poles or installations will exceed the 40’ height limit requirement. 67 Colorado Extreme | Amended Land Use Change Permit Application DHMDESIGN.COM Division 3. Site Planning and Development Standards 7-305: Snow Storage Standards A. There are significant areas of disturbed ground that can be used for on-site storage and maintenance of snow. The total combined area of parking and roadway is 121,744 square feet, to meet the minimum requirements for snow storage of 2.5%, the minimum area for snow storage would be 3,043 square feet. There is an area measuring 42,000 square feet of previously disturbed ground to the north of the proposed hockey rink and the west of the existing hockey rink. This area satisfies minimum snow storage requirements. DHMDESIGN.COM 1 Appendix A - Site Plans 2 Appendix B - Long-Span Structure Drawings 10 Appendix C - Traffic Study 25 Appendix D - Engineering Report 130 Appendix E - Water Supply + Distribution Plan (4-203.M) 160 Appendix F - Wastewater Management + System Plan (4-203.N) 185 Appendix G - Driveway Permit 186 Appendix H - Carbondale Fire Memo (4-203.O) 189 Appendix I - Boundary Line Adjustment Map 190 Appendix J - Ditch Easement 191 List of Appendices Appendix A - Site Plans DHM NOT TO SCALE DHM DESIGN CORPORATION 225 MAIN STREET, SUITE 201 CARBONDALE, CO 81623 PHONE: 970.9636520 CONTACT: JASON JAYNES JJAYNES@DHMDESIGN.COM JAVIER MARTINEZ PHONE: 970.379.7398 BLUE MIND LLC SHELDON WOLITSKI, MANAGER PHONE: 919.349.2980 CONTACT: SHELDON@COLORADOEXTREME.ORG LAND USE CHANGE PERMIT COLORADO EXTREME SHEET INDEX VICINITY MAP OWNER PROJECT TEAM PROJECT MANAGER LANDSCAPE ARCHITECT 11.14.2024 2340 COUNTY ROAD 100CARBONDALE, COLORADO HIGHW A Y 8 2 PROJECT SITE CATHERINE STORE ROAD (CR 100) 225 Main Street, Suite 201Carbondale, CO 81623970.963.6520www.dhmdesign.com RIO GRANDE TRAIL H I G H W A Y 1 3 3 ROARI N G F O R K R I V E R CARBONDALE COVER SHEET L1.0 OVERALL SITE PLAN L1.0-L1.3 SITE GRADING AND EROSION CONTROL PLANS L1.4 SITE DETAILS L1.5 WEED MANAGEMENT PLAN AMENDMENT TO TEMPORARY USE PERMIT PROPERTY BOUNDARY RFTA RIGHT OF WAY PROJECT PERMIT AREA - PROPOSED LIMIT OF DISTURBANCE EXISTING DITCH ALIGNMENT EXISTING CONTOURS PROPOSED CONTOURS PROPOSED DOWNCAST SPORTS LIGHTING EXISTING STRUCTURES PROPOSED STRUCTURES EXISTING VEGETATION CANOPY PROPOSED SILT FENCE/ STRAW WATTLE EXISTING SETBACK PROPOSED GRAVEL PARKING C.R. 100 RIGHT OF WAY PROPOSED BOLLARD LIGHTING FOR PARKING AREAS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E OUT D O O R KITC H E N GARDEN SHED PAD ELEVATION 6249.5 62496248 6250 6251 6252 6253 6254 62516250 6252 6247 62496248 6250 6251 P R O P E R T Y B O U N D A R Y S I D E Y A R D S E T B A C K PROPOSED HOCKEY RINKL1.403 DRAINAGE SWALE EXISTING TREE CANOPY EXISTING BUILDING; TO BE USED FOR ZAMBONI STORAGE EXISTING BOULDER WALL EXISTING EDGE OF GRAVEL EXISTING GRAVEL DRIVE UNION DITCH PROPOSED SILT FENCE EXISTING VEGETATION TO BE PRESERVED HOLY CROSS ELECTRIC EASEMENT PROPOSED ADA PARKING; 3 SPACES NAFCO SHX SHOEBOX LED LIGHT; 250 WATT EXISTING TREE CANOPY UNION DITCH PROPOSED PARKING; 21 SPACES EXISTING TRANSFORMER PROPOSED LIMIT OF DISTURBANCE NAFCO SHX SHOEBOX LED LIGHT; 250 WATT PROPOSED LIMIT OF DISTURBANCE PROPOSED CHILLERS PROPOSED ADA PLAYER CHANGING ROOM AND EQUIPMENTSTORAGE PROPOSED PLAYER CHANGING ROOM AND EQUIPMENTSTORAGE PROPOSED ADA PORTABLE BATHROOM PROPOSED BOLLARD LIGHTING; TO BE ADDED IN SUPPLEMENTAL MATERIAL SHEET OF CO L O R A D O E X T R E M E 23 4 0 1 0 0 C O U N T Y R O A D CA R B O N D A L E , C O L O R A D O GA R F I E L D C O U N T Y of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. This document is the property REUSE OF DOCUMENT SHEET NUMBER: SHEET TITLE: CHECKED BY: JJ DRAWN BY: EH PROJECT NO. 24229.00 ISSUE: 2024.11.14 AMENDMENT TO TEMPORARY USE PERMIT 225 Main Street#201Carbondale, Co. 81623970.963.6520www.dhmdesign.com L1.1 GRADING AND EROSION CONTROL PLAN LEGEND L 1.1 MA T C H L I N E - S E E S H E E T L 1 . 2 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH LINE AND GRADE. ANY DISCREPANCIES, ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES AND PUBLIC RIGHT-OF-WAYS AS A RESULT OF THIS PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 4. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS. CONTRACTOR SHALL PROVIDE A SMOOTH FINISH GRADE THROUGHOUT THE ENTIRE PROJECT FREE OF RUTS, DEPRESSIONS AND IRREGULARITIES. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. ALL SWALES, DEPRESSIONS, ETC. NOT SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY IN WRITING. 5. THE CONTRACTOR SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF-WAYS. 6. LOAD TICKETS WILL BE REQUIRED. CONTRACTOR TO PROVIDE COPIES TO THE OWNER AND LANDSCAPE ARCHITECT. GRADING NOTESSITE LAYOUT NOTES 1. AERIAL IMAGE OF PROPERTY, COLLECTED OCTOBER 4, 2024, IS PROVIDED FOR INFORMATION ONLY AND HAS BEEN SCALED TO APPROXIMATELY ALIGN WITH THE SURVEY INFORMATION. PROJECT WORK AREAS, SITE PLAN, GRADING AND EROSION CONTROL ARE DESIGNED TO RESPOND TO THE SURVEY LINEWORK AND MAY NOT ALIGN WITH AERIAL INFORMATION IN ALL AREAS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH LINE AND GRADE. ANY DISCREPANCIES, ERRORS OR OMISSIONS ON THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. REFER TO SITE SURVEY FOR ADDITIONAL INFORMATION. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING OR PERFORMING ANY CONSTRUCTION OPERATIONS. 5. PROVIDE PROTECTIVE BARRIERS, FENCING, ETC., AS REQUIRED BY THE GARFIELD COUNTY PLANS AND SPECIFICATIONS. 6. BEFORE CONSTRUCTION, LOCATE ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES WITH RESPECTIVE UTILITY COMPANIES. 7. CONTRACTOR TO REPAIR ANY ASPHALT, CONCRETE AND OTHER SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS OR LICENSES REQUIRED FOR THE PERFORMANCE OF THE WORK AS APPLICABLE TO THIS PROJECT. 9. ADDITIONAL LAYOUT INFORMATION WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION AS NEEDED. ELECTRONIC FILES MAY ALSO BE OBTAINED BY THE CONTRACTOR FOR LAYOUT PURPOSES. 10. DUE TO SCALE OF DRAWINGS, NOT ALL CONDITIONS/ITEMS CARRY A DETAIL CALLOUT ON THE PLAN. THIS DOES NOT EXCLUDE THIS CONDITION/ITEM FROM THE PROJECT. 2 6 OE OE OE OE OE OE OE E G R E E N H O U S E GREENHOU S E E D D E X - U E E X - U E E PROPERTY BOUN D A R Y FRONT YARD SET B A C K EXISTING HEATED BATHROOM ADA PARKING; 3 SPACES PROPOSED PARKING; 38 SPACES RELOCATION OF EXISTING CHILLERS GRAVEL DRIVE LANE UNION DITCH WARMING HUT AND ADA PLAYER CHANGING ROOM; REFERENCE SPECIAL EVENTS PERMIT EXISTING LIGHTS, TYP. EXISTING TREE CANOPY PROPOSED LIMIT OF DISTURBANCE EXISTING ADA BATHROOM EXISTING PLAYER CHANGING ROOMS AND EQUIPMENT STORAGE COACHES OFFICE PLAYER CHANGING ROOMS AND EQUIPMENT STORAGE SPECTATOR VIEWING; REFERENCE SPECIAL EVENT PERMIT EXISTING HOCKEY RINK PROPOSED BOLLARD LIGHTING; TO BE ADDED IN SUPPLEMENTAL MATERIAL PROPERTY BOUNDARY RFTA RIGHT OF WAY PROJECT PERMIT AREA - PROPOSED LIMIT OF DISTURBANCE EXISTING DITCH ALIGNMENT EXISTING CONTOURS PROPOSED CONTOURS PROPOSED DOWNCAST SPORTS LIGHTING EXISTING STRUCTURES PROPOSED STRUCTURES EXISTING VEGETATION CANOPY PROPOSED SILT FENCE/ STRAW WATTLE EXISTING SETBACK PROPOSED GRAVEL PARKING C.R. 100 RIGHT OF WAY PROPOSED BOLLARD LIGHTING FOR PARKING AREAS SHEET OF CO L O R A D O E X T R E M E 23 4 0 1 0 0 C O U N T Y R O A D CA R B O N D A L E , C O L O R A D O GA R F I E L D C O U N T Y of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. This document is the property REUSE OF DOCUMENT SHEET NUMBER: SHEET TITLE: CHECKED BY: JJ DRAWN BY: EH PROJECT NO. 24229.00 ISSUE: 2024.11.14 AMENDMENT TO TEMPORARY USE PERMIT 225 Main Street#201Carbondale, Co. 81623970.963.6520www.dhmdesign.com L1.2 GRADING AND EROSION CONTROL PLAN LEGEND 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH LINE AND GRADE. ANY DISCREPANCIES, ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES AND PUBLIC RIGHT-OF-WAYS AS A RESULT OF THIS PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 4. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS. CONTRACTOR SHALL PROVIDE A SMOOTH FINISH GRADE THROUGHOUT THE ENTIRE PROJECT FREE OF RUTS, DEPRESSIONS AND IRREGULARITIES. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. ALL SWALES, DEPRESSIONS, ETC. NOT SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY IN WRITING. 5. THE CONTRACTOR SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF-WAYS. 6. LOAD TICKETS WILL BE REQUIRED. CONTRACTOR TO PROVIDE COPIES TO THE OWNER AND LANDSCAPE ARCHITECT. GRADING NOTES L 1.1 SITE LAYOUT NOTES 1. AERIAL IMAGE OF PROPERTY, COLLECTED OCTOBER 4, 2024, IS PROVIDED FOR INFORMATION ONLY AND HAS BEEN SCALED TO APPROXIMATELY ALIGN WITH THE SURVEY INFORMATION. PROJECT WORK AREAS, SITE PLAN, GRADING AND EROSION CONTROL ARE DESIGNED TO RESPOND TO THE SURVEY LINEWORK AND MAY NOT ALIGN WITH AERIAL INFORMATION IN ALL AREAS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH LINE AND GRADE. ANY DISCREPANCIES, ERRORS OR OMISSIONS ON THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. REFER TO SITE SURVEY FOR ADDITIONAL INFORMATION. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING OR PERFORMING ANY CONSTRUCTION OPERATIONS. 5. PROVIDE PROTECTIVE BARRIERS, FENCING, ETC., AS REQUIRED BY THE GARFIELD COUNTY PLANS AND SPECIFICATIONS. 6. BEFORE CONSTRUCTION, LOCATE ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES WITH RESPECTIVE UTILITY COMPANIES. 7. CONTRACTOR TO REPAIR ANY ASPHALT, CONCRETE AND OTHER SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS OR LICENSES REQUIRED FOR THE PERFORMANCE OF THE WORK AS APPLICABLE TO THIS PROJECT. 9. ADDITIONAL LAYOUT INFORMATION WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION AS NEEDED. ELECTRONIC FILES MAY ALSO BE OBTAINED BY THE CONTRACTOR FOR LAYOUT PURPOSES. 10. DUE TO SCALE OF DRAWINGS, NOT ALL CONDITIONS/ITEMS CARRY A DETAIL CALLOUT ON THE PLAN. THIS DOES NOT EXCLUDE THIS CONDITION/ITEM FROM THE PROJECT. MA T C H L I N E - S E E S H E E T L 1 . 3 MA T C H L I N E - S E E S H E E T L 1 . 1 3 6 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E X D D D LP PAD ELEVATION 6255.5 LP HP 6255 6256 62586257 6255 6257 6256 6257 6258 6259 6256 6257 6258 6259 PROPERTY BOUN D A R Y FRONT YARD SET B A C K FRONT YARD SETBACK RIO GRANDE TRA I L EXISTING MANHOLE EXISTING TREE CANOPY EXISTING TREE CANOPY EXISTING TREE CANOPY HOLY CROSS ELECTRIC EASEMENT UNION DITCH LATERAL PROPOSED SILT FENCE EXISTING BUILDING EXISTING FLUME PROPOSED LIMIT OF DISTURBANCE ABANDONED DITCH EXISTING UNION DITCH PIPE PROPOSED PARKING; 24 SPACES EXISTING FENCE PROPOSED STRAW WATTLE PROPOSED SILT FENCE PROPOSED PARKING; 7 SPACES + 3 ADA PROPOSED SWALE PROPOSED LONG-SPAN STRUCTURE; REFER TO ARCH PLANS (APPENDIX B) PROPERTY BOUNDARY RFTA RIGHT OF WAY PROJECT PERMIT AREA - PROPOSED LIMIT OF DISTURBANCE EXISTING DITCH ALIGNMENT EXISTING CONTOURS PROPOSED CONTOURS PROPOSED DOWNCAST SPORTS LIGHTING EXISTING STRUCTURES PROPOSED STRUCTURES EXISTING VEGETATION CANOPY PROPOSED SILT FENCE/ STRAW WATTLE EXISTING SETBACK PROPOSED GRAVEL PARKING C.R. 100 RIGHT OF WAY PROPOSED BOLLARD LIGHTING FOR PARKING AREAS SHEET OF CO L O R A D O E X T R E M E 23 4 0 1 0 0 C O U N T Y R O A D CA R B O N D A L E , C O L O R A D O GA R F I E L D C O U N T Y of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. This document is the property REUSE OF DOCUMENT SHEET NUMBER: SHEET TITLE: CHECKED BY: JJ DRAWN BY: EH PROJECT NO. 24229.00 ISSUE: 2024.11.14 AMENDMENT TO TEMPORARY USE PERMIT 225 Main Street#201Carbondale, Co. 81623970.963.6520www.dhmdesign.com L1.3 LEGEND GRADING AND EROSION CONTROL PLAN L1.2 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH LINE AND GRADE. ANY DISCREPANCIES, ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES AND PUBLIC RIGHT-OF-WAYS AS A RESULT OF THIS PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 4. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS. CONTRACTOR SHALL PROVIDE A SMOOTH FINISH GRADE THROUGHOUT THE ENTIRE PROJECT FREE OF RUTS, DEPRESSIONS AND IRREGULARITIES. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. ALL SWALES, DEPRESSIONS, ETC. NOT SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY IN WRITING. 5. THE CONTRACTOR SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF-WAYS. 6. LOAD TICKETS WILL BE REQUIRED. CONTRACTOR TO PROVIDE COPIES TO THE OWNER AND LANDSCAPE ARCHITECT. GRADING NOTESSITE LAYOUT NOTES 1. AERIAL IMAGE OF PROPERTY, COLLECTED OCTOBER 4, 2024, IS PROVIDED FOR INFORMATION ONLY AND HAS BEEN SCALED TO APPROXIMATELY ALIGN WITH THE SURVEY INFORMATION. PROJECT WORK AREAS, SITE PLAN, GRADING AND EROSION CONTROL ARE DESIGNED TO RESPOND TO THE SURVEY LINEWORK AND MAY NOT ALIGN WITH AERIAL INFORMATION IN ALL AREAS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH LINE AND GRADE. ANY DISCREPANCIES, ERRORS OR OMISSIONS ON THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. REFER TO SITE SURVEY FOR ADDITIONAL INFORMATION. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING OR PERFORMING ANY CONSTRUCTION OPERATIONS. 5. PROVIDE PROTECTIVE BARRIERS, FENCING, ETC., AS REQUIRED BY THE GARFIELD COUNTY PLANS AND SPECIFICATIONS. 6. BEFORE CONSTRUCTION, LOCATE ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES WITH RESPECTIVE UTILITY COMPANIES. 7. CONTRACTOR TO REPAIR ANY ASPHALT, CONCRETE AND OTHER SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS OR LICENSES REQUIRED FOR THE PERFORMANCE OF THE WORK AS APPLICABLE TO THIS PROJECT. 9. ADDITIONAL LAYOUT INFORMATION WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION AS NEEDED. ELECTRONIC FILES MAY ALSO BE OBTAINED BY THE CONTRACTOR FOR LAYOUT PURPOSES. 10. DUE TO SCALE OF DRAWINGS, NOT ALL CONDITIONS/ITEMS CARRY A DETAIL CALLOUT ON THE PLAN. THIS DOES NOT EXCLUDE THIS CONDITION/ITEM FROM THE PROJECT. MA T C H L I N E - S E E S H E E T L 1 . 3 4 6 CHILLER DIMENSIONS: LENGTH CAGE 23'-11 1/4" LENGTH BASE 24'-4" WIDTH 10' HEIGHT 8'-5 78" UNIT WEIGHT 20,500 LBS NOTES: MANUFACTURER CUSTOM AIR PRODUCTS AND SERVICES, INC. CHILLER MODEL NUMBER PCHH-22TC-ONNONN-5E5-0-PG2CEUP SINGLE POINT POWER SUPPLY 460V/3PH/60HZ EVAPORATOR FLOW WATER VOLUME, GALS.140 MAX WATER SIDE PRESSURE 150 PSIG MAX REFRIGERANT SIDE PRESSURE 235 PSIG MIN CHILLED WATER FLOW RATE 180 GPM MAX CHILLED WATER FLOW RATE 800 GPM 250 WATT NFCO MEDIUM SHX SHOEBOX LED LIGHT SCALE: 1 1/2"=1'-0" 1 L1.4 SHEET OF CO L O R A D O E X T R E M E 23 4 0 1 0 0 C O U N T Y R O A D CA R B O N D A L E , C O L O R A D O GA R F I E L D C O U N T Y of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. This document is the property REUSE OF DOCUMENT SHEET NUMBER: SHEET TITLE: CHECKED BY: JJ DRAWN BY: EH PROJECT NO. 24229.00 ISSUE: JOB DESCRIPTION: CHECKED: DRAWN: DESIGNED: 2024.11.14 AMENDMENT TO TEMPORARY USE PERMIT 225 Main Street#201Carbondale, Co. 81623970.963.6520www.dhmdesign.com L1.4 SITE DETAILS 6 230 TON PORTABLE AIR CHILLER SCALE: 3/8"=1'-0" 3 L1.4 5 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E E E OUT D O O R KITC H E N G R E E N H O U S E G R E E N H O U S E G R E E N H O U S E GREENHOUS E GARDEN SHED E D D D D D E RIO GRANDE TRA I L RFTA R.O.W. PROPERTY BOUN D A R Y PROPERTY BOUN D A R Y C.R.100 R.O.W. CATHERINE STOR E R O A D ( C R 1 0 0 ) CATHERINE STOR E R O A D ( C R 1 0 0 ) FRONT YARD SET B A C K EXISTING SETBACK RFTA RIGHT OF WAY PROJECT PERMIT AREA -- LIMIT OF DISTURBANCE EXISTING DITCH ALIGNMENT EXISTING CONTOURS 60-SCALE PROPERTY BOUNDARY C.R. 100 RIGHT OF WAY CHAMOMILE HOUNDSTOUNGUE TANSY THISTLE SPECIES SHEET OF CO L O R A D O E X T R E M E 23 4 0 1 0 0 C O U N T Y R O A D CA R B O N D A L E , C O L O R A D O GA R F I E L D C O U N T Y of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. This document is the property REUSE OF DOCUMENT SHEET NUMBER: SHEET TITLE: CHECKED BY: JJ DRAWN BY: EH PROJECT NO. 24229.00 ISSUE: 2024.11.14 AMENDMENT TO TEMPORARY USE PERMIT 225 Main Street#201Carbondale, Co. 81623970.963.6520www.dhmdesign.com L1.5 WEED MANAGEMENT PLAN LEGEND NOTES: 1. FULL SITE WEED MAPPING HAS BEEN PROVIDED. 2. ALL AREAS THAT ARE TREATED SHOULD BE SEEDED WITH AN APPROPRIATE SEED MIX THAT SUITS THE SITE AND WILL INTRODUCE VIGOROUS NATIVE VEGETATION THAT CAN OUTCOMPETE NONNATIVE AND NOXIOUS VEGETATION IN THE FUTURE. WHEN USING CHEMICAL TREATMENT, OBSERVE THE PLANT-BACK DATE SO THAT SEEDED AREAS ARE NOT AFFECTED BY THE RESIDUAL CHEMICALS IN THE SOIL PROFILE. 3. USE EXTRA CAUTION WHILE TREATING CHEMICALS AROUND DITCHES AND WATERWAYS. CHEMICALS SHOULD BE APPROVED FOR USE UP TO WATER'S EDGE AS TO AVOID NEGATIVELY IMPACTING AQUATIC FLORA AND FAUNA. 4. ANYONE IMPLEMENTING CHEMICAL TREATMENTS SHOULD ACQUIRE A CERTIFICATION FOR PESTICIDE APPLICATION, USING THE APPROPRIATE CHEMICAL AT CORRECT RATES AND PRECISE TIMING IS KEY TO SUCCESSFUL TREATMENT. ***THESE RECOMMENDATIONS ARE INTENDED TO ADDRESS NOXIOUS VEGETATION CONTROL ON THE PROPERTY. DHM ANTICIPATES DEVELOPING A COMPREHENSIVE NOXIOUS VEGETATION MANAGEMENT PLAN TO ADDRESS ONGOING WEED MANAGEMENT FOR FUTURE PHASES OF DEVELOPMENT.*** Weed Management Plan SPECIES TREATMENT TIME OF YEAR BULL THISTLE, CANADA THISTLE, SCOTCH THISTLE CHEMICALLY TREAT ROSETTES AFTER FIRST FROST FALL 2024 MECHANICALLY REMOVE ANY FLOWERING PLANTS THAT HAVE NOT GONE TO SEED. PLACE IN TRASH BAGS AND DISPSOSE OF PROPERLY. SPRING 2025 COMMON TANSY TREAT ALL PLANTS AT GROUND LEVEL THAT HAVE NOT GONE TO SEED. BE SURE TO USE A CHEMICAL THAT IS WATER SAFE AROUND DITCHES.FALL 2024 BAG ALL REMAINING SEED AND DISPOSE OF PROPERLY. CHEMICALLY TREAT ALL PLANTS BEFORE SEED SET.SPRING 2025 SCENTLESS CHAMOMILE REMOVE ANY SEED HEADS OR FLOWERS THAT ARE STLL INTACT.FALL 2024 CHEMICALLY TREAT ONCE LEAVES EMERGE. CONSIDER MECHANICAL TREATMENT BY MOWING OR GOATS.SPRING 2025 HOUNDSTONGUE CHEMICALLY TREAT ALL EMERGING PLANTS TO ENSURE THEY DO NOT PRODUCE SEED.FALL 2025 CONSIDER USING GOATS OR HAND PULLING FOR MECHANICAL REMOVAL.SPRING 2025 NOXIOUS VEGETATION HOUNDSTOUNGE; TYP. TANSY; TYP. THISTLE; TYP. CHAMOMILE; TYP. OVERLAPPING INFESTATIONS EXISTING HOCKEY RINK EXISTING BUILDING 6 6 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E E E OUT D O O R KITC H E N GR E E N H O U S E GR E E N H O U S E GR E E N H O U S E GREENHOUS E GARDEN SHED E D D D D D E RIO GRANDE TRA I L RFTA R.O.W. PROPERTY BOUN D A R Y PROPERTY BOUN D A R Y C.R.100 R.O.W. CATHERINE STOR E R O A D ( C R 1 0 0 ) CATHERINE STOR E R O A D ( C R 1 0 0 ) FRONT YARD SET B A C K PR O P E R T Y B O U N D A R Y PROPOSED HOCKEY RINK EXISTING HOCKEY RINK SID E Y A R D S E T B A C K FRONT YARD SET B A C K PROPOSED LONG SPAN STRUCTURE HOLY CROSS UNDERGROUND POWER EASEMENT HOLY CROSS ELECTRIC EASEMENT EXISTING FLUME EXISTING GREEN HOUSES EXISTING DITCH HOLY CROSS OVERHEAD ELECTRIC EASEMENT HOLY OVERHEAD CROSS ELECTRIC EASEMENT EXISTING BUILDING TO REMAIN EXISTING TREE CANOPY EXISTING TREE CANOPY PROPOSED PARKING AREA; 21 SPACES UNION DITCH PROPOSED PARKING; 3 ADA SPACES PROPOSED PARKING (3 ADA + 47 SPACES) PROPOSED PARKING; 37 + 3 ADA SPACES EXISTING BUILDING TO REMAIN PROPOSED LIMIT OF DISTURBANCE PROPOSED LIMIT OF DISTURBANCE PROPOSED LIMIT OF DISTURBANCE EXISTING BUILDINGS; TYP. EXISTING SETBACK RFTA RIGHT OF WAY PROJECT PERMIT AREA -- LIMIT OF DISTURBANCE EXISTING DITCH ALIGNMENT EXISTING CONTOURS PROPOSED CONTOURS EXISTING TREE CANOPY PROPOSED GRAVEL PARKING PROPOSED SILT FENCE/STRAW WATTLE 60-SCALE PROPERTY BOUNDARY EXISTING STRUCTURES PROPOSED STRUCTURESC.R. 100 RIGHT OF WAY PROPOSED DOWNCAST SPORTS LIGHTING PROPOSED BOLLARD LIGHTING FOR PARKING AREAS SHEET OF CO L O R A D O E X T R E M E 23 4 0 1 0 0 C O U N T Y R O A D CA R B O N D A L E , C O L O R A D O GA R F I E L D C O U N T Y of DHM Design Corp. The ideas and design incorporated on this document is an instrument of professional service and shall not be used for any other project without written authorization of DHM Design Corp. This document is the property REUSE OF DOCUMENT SHEET NUMBER: SHEET TITLE: CHECKED BY: JJ DRAWN BY: EH PROJECT NO. 24229.00 ISSUE: 2024.11.14 AMENDMENT TO TEMPORARY USE PERMIT 225 Main Street#201Carbondale, Co. 81623970.963.6520www.dhmdesign.com L1.0 Overall Site Plan L-1.3 L-1.1 LEGEND 1. AERIAL IMAGE OF PROPERTY, COLLECTED OCTOBER 4, 2024, IS PROVIDED FOR INFORMATION ONLY AND HAS BEEN SCALED TO APPROXIMATELY ALIGN WITH THE SURVEY INFORMATION. PROJECT WORK AREAS, SITE PLAN, GRADING, RESTORATION, AND EROSION CONTROL ARE DESIGNED TO RESPOND TO THE SURVEY LINEWORK AND MAY NOT ALIGN WITH AERIAL INFORMATION IN ALL AREAS. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH JURISDICTIONAL FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE AND LOCAL STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF APPROVED PLANS. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EMERGENCY ACCESS ROUTES TO THE SITE AT ALL TIMES PER THE APPLICABLE JURISDICTIONAL FIRE PROTECTION DISTRICT REQUIREMENTS. 3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 4. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT (CDPHE) STORM WATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITY. 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SECURITY AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL PROTECTIVE DEVICES AS NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE THROUGHOUT THE DURATION OF THE PROJECT. 6. ALL EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM DAMAGE DURING CONSTRUCTION AND DEMOLITION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE TO THE ORIGINAL CONDITION ANY EXISTING ITEMS THAT ARE DAMAGED OR DISTURBED IN ANY WAY DUE TO CONSTRUCTION RELATED ACTIVITIES. ALL MATERIALS TO BE REUSED OR SALVAGED SHALL BE STORED IN AN AREA DESIGNATED BY THE OWNER FOR THAT PURPOSE. ALL SALVAGED MATERIALS SHALL REMAIN THE PROPERTY OF THE OWNER. 7. ALL MATERIALS SPECIFIED TO BE REMOVED SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES AND REGULATIONS. 8. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED ON INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK. THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG) TO LOCATE AND MARK PUBLIC UTILITIES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT OWNER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. SITE ACCESS, STAGING AND STORAGE AREAS, LOCATION OF VEHICLE TRACKING PADS, EROSION CONTROL MEASURES, AND CONSTRUCTION LIMITS SHALL BE VERIFIED DURING PRE-CONSTRUCTION MEETINGS WITH THE OWNER. CONSTRUCTION ACTIVITY SHALL BE RESTRICTED TO APPROVED AREAS. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN WITH OWNER DURING THE PRE-CONSTRUCTION MEETING. 10. DUE TO THE NATURE OF THE WORK IDENTIFIED IN THIS PERMIT APPLICATION, GROUNDWATER MANAGEMENT IS NOT EXPECTED TO BE NECESSARY. SHOULD GROUNDWATER BE ENCOUNTERED DURING GRADING OPERATIONS, A SPECIFIC GROUNDWATER MANAGEMENT PLAN SHALL BE DEVELOPED TO MITIGATE FOR WATER WITHIN THE CONSTRUCTION AREA AND TO ELIMINATE ANY FLOODING, EROSION, OR SEDIMENTATION OFF PROPERTY OR INTO WATERWAYS AND WETLANDS. 11. THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION, AND STATE OF COLORADO SWMP REQUIREMENTS 12. ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH WORK. 13. COMPLETE THE WORK USING SKILLED PERSONNEL, PROFICIENT IN THE TRADES REQUIRED IN A NEAT, ORDERLY AND RESPONSIBLE MANNER WITH RECOGNIZED STANDARDS OF WORKMANSHIP. INSTALLER SHALL HAVE NO LESS THAN FIVE YEARS SUCCESSFUL EXPERIENCE WITH INSTALLATION OF SIMILAR WORK. 14. PROTECT ALL TREES AND ALL VEGETATION DESIGNATED TO REMAIN. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS IN OR NEAR THE WORK ZONE. WATER TREES IN THE WORK ZONE WEEKLY. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES. GENERAL NOTES L-1.2 1 6 Appendix B - Long-Span Structure Drawings Servinsky Engineering and Associates 11 Colorado Extreme Sports | Amended Land Use Change Appendicies WARNING: CAREFULLY READ ALL INSTRUCTIONS BEFORE BEGINNING ERECTION. FAILURE TO DO SO CAN RESULT IN INJURY OR DAMAGE TO BUILDING AND WILL VOID ALL WARRANTIES. PERFORMANCE WARP WEFT TESTING METHOD GRAB TENSILE, LBS. (N)370 (1664) 350 (1555)ASTM D5034-09 STRIP TENSILE, LBS./INCH (N/5CM)260 (2311) 240 (2100)ASTM D5035-11 TRAPEZOIDAL TEAR, LBS. (N)90 (400) 90 (400) ASTM D4533-04 (2009) TONGUE TEAR, LBS. (N)115 (510) 110 (489)ASTM D2261-07A MULLEN BURST 670 PSI/ 4623 KPA ASTM D3786-09 COLD RESISTANCE -60 DEGREES C ASTM D2136-02 (2007) ACCELERATED UV WEATHERING > 90% STRENGTH AFTER 2000 HRS.G154-06 DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com J.R.B.W. B1.1 SPECIFICATIONS PROJECT NUMBER: 121350A DEALER: THE AUTUMN BREEZE GROUP CUSTOMER: COLORADO EXTREME BUILDING LOCATION: 2340 COUNTY ROAD 100 CARBONDALE, CO 81623 BUILDING USE: DESIGN CRITERIA DESIGN LOADS IN ACCORDANCE TO INTERNATIONAL BUILDING CODE 2015 (IBC 2015) ROOF SNOW LOAD: 37.8 PSF GROUND SNOW LOAD: 50 PSF DEAD LOAD: 2 PSF WIND LOAD: 115 MPH CONVEYOR LOAD: N/A OCCUPANCY CATEGORY: II EXPOSURE CATEGORY: C ENCLOSURE CATEGORY: PARTIAL SPAN-TECH BUILDING SERIES: 35115 S-2 LOW HAZARD STORAGE CONSTRUCTION TYPE IIB PER IBC TABLE 503 VERTICAL LOAD (KIPS) ------ 3.6 VERTICAL LOAD (KIPS) ------ 11.8 HORIZONTAL LOAD (KIPS) --- 6.7 HORIZONTAL LOAD (KIPS) --- 3.0 ENCLOSED BUILDING - A BUILDING IN WHICH ALL SIDES AND ENDWALLS ARE COVERED WITH A MAXIMUM OF ONE DOOR OPENING (18' X 18') IN ANY GIVEN WALL. PARTIALLY ENCLOSED BUILDING - A BUILDING IN WHICH ANY WALL IS PARTIALLY OR FULLY UNCOVERED OR FULL OF LARGE OPENINGS. FRAMES ARE DESIGNED FOR BOTH CASES. THE REACTIONS TO THE FOUNDATIONS VARY. COMMENT ON BUILDING LOADS ALL BUILDINGS UNLESS OTHERWISE EXPLICITLY STATED ARE DESIGNED IN ACCORDANCE TO INTERNATIONAL BUILDING CODE 2012 (IBC 2012) SET TO THE DESIGN CRITERIA LISTED ABOVE OR ON THE SALES ORDER IF SUBMITTALS ARE NOT REQUIRED. SPAN-TECH HAS NO KNOWLEDGE OF WHAT THE ACTUAL ENVIRONMENTAL AND COLLATERAL LOADS MAY BE FOR ANY PARTICULAR AREA. IT IS THE RESPONSIBILITY OF THE DEALER AND/OR END CUSTOMER TO CHECK WITH THE LOCAL PLANNING/PERMITTING OFFICE FOR THE ACTUAL ENVIRONMENTAL AND COLLATERAL LOADS. STEEL TUBE MEMBER ALL CARBON STEEL TUBE HAS TRACE ELEMENTS CONTROLLED TO ASTM A385 SPECIFICATION TO MITIGATE FORMATION OF REACTIVE STEEL DURING THE HOT DIP GALVANIZATION PROCESS. ALL TUBE UNLESS OTHERWISE NOTED MEETS ASTM A513 SPECIFICATION WITH THE FOLLOWING YIELDS: 1.000" O.D. ROUND TUBE FY = 50 KSI 1.500" O.D. ROUND TUBE FY = 50 KSI 1.900" O.D. ROUND TUBE FY = 50 KSI 2.375" O.D. ROUND TUBE FY = 50 KSI 3.000" O.D. ROUND TUBE FY = 50 KSI 3.500" O.D. ROUND TUBE FY = 50 KSI 2"X3" O.D. RECT. TUBE (GALV.) FY = 50 KSI ALL OTHER SQUARE AND RECTANGULAR TUBE FY = 36 KSI OTHER STRUCTURAL STEEL STRUCTURAL STEEL FY = 50 KSI STEEL TUBE WALL GAUGE (NOMINAL) MINIMUM GAUGE THICKNESS IS 14 GA. (.084) 14 GA. = .084" 13 GA. = .095" 12 GA. = .109" 11 GA. = .120" 10 GA. = .134" 09 GA. = .148" 08 GA. = .165" WELDED ASSEMBLIES - STEEL FINISH HOT DIPPED GALVANIZED - IF APPLICABLE ALL WELDED ASSEMBLIES ARE HOT DIPPED GALVANIZED AFTER FABRICATION TO ASTM A123 STANDARDS. GATORSHIELD OR EQUIVALENT - IF APPLICABLE ALL WELDED ASSEMBLIES USING GATORSHIELD OR EQUIVALENT FINISH, ARE ZINC COATED AFTER FABRICATION. NON-WELDED ASSEMBLIES - STEEL FINISH ALL NON-WELDED BUILDING COMPONENTS ARE FABRICATED USING GATORSHIELD OR EQUIVALENT MATERIALS UNLESS OTHERWISE NOTED. FABRIC MATERIAL MATERIAL: RU88X-6(FR), 400 NOVA SHIELD II TM MEMBRANE STRUCTURE FABRICS WEAVE: WOVEN CLEAR HDPE SCRIM WITH UV TAPES COATING: LDPE, 4 MIL AVERAGE EACH SIDE (95 G/M^2/SIDE) WEIGHT: 12.4 OZ/YD^2 (407 G/M^2) +/-5% THICKNESS: 23 MILS (0.59 MM) ASTM D5199 FIRE RATING: NFPA-701 (1989) LARGE SCALE; CAN/ULC S109-M87 (LARGE SCALE), AND ASTM E84-00A (CLASS 1) Ou t s i d e F a c e o f B u i l d i n g In s i d e F a c e o f B u i l d i n g SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 COMMENT ON LIFE SAFETY REQUIREMENTS PLEASE NOTE THAT LIFE SAFETY REQUIREMENTS ARE THE RESPONSIBILITY OF THE DEALER AND/OR CUSTOMER. SPAN-TECH IS A MANUFACTURER OF PRE-ENGINEERED FABRIC BUILDINGS AND IS NOT AN ARCHITECTURAL, CIVIL, STRUCTURAL ENGINEERING FIRM OR THE LIKE. IF THE DEALER/CUSTOMER DOES NOT HAVE KNOWLEDGE OF THESE REQUIREMENTS, A PROFESSIONAL NEEDS TO BE CONSULTED. FAILURE TO DO SO CAN RESULT IN INJURY OR DEATH. 12 Colorado Extreme Sports | Amended Land Use Change Appendicies ANCHORING TO FOUNDATION FOUNDATION ENGINEER TO DETERMINE ANCHORING TYPE, GRADE OF ANCHOR AND EMBEDMENT DEPTH. ANCHORS NEED TO BE DETERMINED FOR BASE TO WALL CONNECTION AND WINCH TO WALL CONNECTION SEPARATELY. ANCHORS ARE PROVIDED BY OTHERS. COMMENTS ON SITE SUITABILITY, SITE PREPARATION, SIDE WALL DESIGN AND MATERIAL SUITABILITY PLEASE NOTE THAT SITE SUITABILITY, SITE PREPARATION, SIDEWALL DESIGN AND SIDEWALL MATERIAL SUITABILITY ARE THE SOLE RESPONSIBILITY OF THE OWNER. SPAN-TECH IS A MANUFACTURER OF PRE-ENGINEERED FABRIC BUILDINGS AND IS NOT A CIVIL, SOIL, AND/OR STRUCTURAL ENGINEERING FIRM OR THE LIKE. ANY FOUNDATION RECOMMENDATION THAT SPAN-TECH GIVES THE OWNER/DEALER/CONTRACTOR/ERECTOR IS ONLY A REPRESENTATION OF WHAT MIGHT WORK AS THE FOUNDATION. THE FINAL DESIGN OF THE FOUNDATION NEEDS TO BE BASED ON A SITE SPECIFIC SOIL CAPACITY AND ENVIRONMENTAL CONDITIONS STUDY, AS WELL AS OTHER COLLATERAL LOAD REQUIREMENTS THAT INCREASE THE REACTIONS OF THE BUILDING AND/OR FOUNDATION. THESE LOAD REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO CONVEYORS, BULK STORAGE OF MATERIALS, SPRINKLER SYSTEMS AND THE LIKE. IF THE OWNER DOES NOT HAVE KNOWLEDGE OF THESE REQUIREMENTS, A PROFESSIONAL ENGINEER NEEDS TO BE CONSULTED. FAILURE TO DO SO CAN RESULT IN MORE MOVEMENT OF THE BUILDING, POSSIBLE FAILURE OF THE BUILDING AND/OR WILL REDUCE OR VOID THE WARRANTY COVERAGE OF THE BUILDING. COMMENT ON PRE-CAST CONCRETE BLOCKS (JERSEY BARRIERS, K-RAILS, TRAFFIC DIVIDERS, LOCK BLOCKS, SILAGE PANELS AND THE LIKE) MOST PRE-CAST CONCRETE BLOCKS WERE DESIGNED FOR ROAD CONSTRUCTION, BULK STORAGE CONTAINMENT AND OTHER USES. MOST WERE NEVER DESIGNED FOR USE AS A STRUCTURAL FOUNDATION. OFTEN LITTLE IS KNOWN ABOUT THE COMPRESSIVE STRENGTH OF THE CONCRETE AND/OR THE AMOUNT AND TYPE OF REBAR EMBEDDED IN THEM. EXTRA PRECAUTION SHOULD BE USED BY THE FOUNDATION ENGINEER AND OWNER TO ENSURE THAT: 1. THE CONCRETE BLOCKS ARE PROPERLY SECURED TO HANDLE BOTH THE BUILDING AND COLLATERAL LOADS. 2. THE CONCRETE BLOCKS WILL BE INSTALLED IN A WAY TO PREVENT BLOW OUT OF THE BUILDING'S ANCHOR BOLTS THROUGH THE CONCRETE WHEN THE BUILDING IS UNDER A LOAD. PROCEDURE FOR CHECKING TIGHTNESS OF MAIN FABRIC CANVAS THE TIGHTNESS OF THE MAIN FABRIC CANVAS SHOULD BE CHECKED TWICE THE FIRST YEAR AND AT LEAST ONCE A YEAR THEREAFTER. PICK A MODERATELY WARM DAY WITH A GOOD STIFF BREEZE (15 TO 30 M.P.H.). THE RANGE OF TEMPERATURE FOR CHECKING THE CANVAS SHOULD BE APPROXIMATELY 60 TO 70 DEGREES F. ON A VERY WARM DAY (IN EXCESS OF 90 DEGREES F), YOU MAY SEE THE CANVAS LOOSE BUT IT WILL TIGHTEN UPON COOLING. WITH ALL DOORS AND OTHER ENCLOSURES OPEN, WALK THROUGH THE BUILDING TO SEE IF THE CANVAS IS LIFTING OFF THE TRUSSES. IF THE CANVAS IS LIFTING OFF THE TRUSSES, TIGHTEN EACH WINCH NO MORE THAN 3 CLICKS. WAIT ABOUT A WEEK AND CHECK YOUR CANVAS AGAIN. FOLLOW THE SAME PROCEDURE UNTIL THE CANVAS NO LONGER LIFTS OFF THE TRUSSES IN THE CONDITIONS NOTED ABOVE. PROCEDURE FOR CHECKING CABLING CABLES SHOULD BE TAUT AT ALL TIMES. TIGHTEN CABLES AT TURNBUCKLES. IF THE TURNBUCKLES HAVE NO MORE THREADS FOR TIGHTENING, THEN THE CABLE NEEDS TO BE ADJUSTED. THIS IS DONE BY LOOSENING THE TURNBUCKLE AS FAR AS IT WILL EXTEND, LOOSENING CABLE CLAMPS, AND THEN TAKING UP CABLE SLACK. RE-TIGHTEN CABLE CLAMPS AND TIGHTEN TURNBUCKLE BACK TO TAUT. MISCELLANEOUS INFORMATION ALL EXISTING CONDITIONS SHALL BE VERIFIED. OWNER, DEALER, CONTRACTOR AND/OR ERECTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. DETAILS DESIGNATED AS "TYPICAL DETAILS" (TYP.) APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR. ALL DRAWINGS ARE NOT TO SCALE, UNLESS OTHERWISE NOTED. SPAN-TECH FABRIC BUILDINGS DO NOT COMPLY WITH LIFE SAFETY REQUIREMENTS AND ARE NOT TO BE USED FOR PUBLIC ASSEMBLY. SPAN-TECH FABRIC BUILDINGS ARE CLASSIFIED AS A MEMBRANE-COVERED FRAME STRUCTURE IN THE SPECIAL CONSTRUCTION SECTION OF IBC 2015. THESE PLANS AND CANVAS DIMENSION TAGS LOCATED ON THE CANVAS EXTERIOR COVER SHOULD BE GIVEN TO THE OWNER UPON COMPLETION OF THE BUILDING. THEY SHOULD BE RETAINED FOR FUTURE REPLACEMENT PARTS ORDERING. BEFORE ERECTION BEGINS VERIFY THAT ALL COMPONENTS HAVE BEEN DELIVERED BY CHECKING PICK LIST SHIPPED WITH HARDWARE WITH THE COMPONENTS ON THE GROUND. ANNOTATION IS AS FOLLOWS: EX. 1/B1.1 WARNING: CAREFULLY READ ALL INSTRUCTIONS BEFORE BEGINNING ERECTION. FAILURE TO DO SO CAN RESULT IN INJURY OR DAMAGE TO BUILDING AND WILL VOID ALL WARRANTIES. DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com B1.2 GENERAL INFORMATION DETAIL NUMBER ON SHEET SHEET NUMBER J.R.B.W. SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 13 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com B1.3 TRUSS COMPONENTS N.T.S. 1/2-13 X 2-1/2" HX BLT, YZN-GR8 1/2-13 X 1-1/4" HX BLT, ZN-GR8 1/2-13 X 2" HX BLT, ZN-GR8 1/2-13 NY NUT, YZN-GR8 SAE J429 3/4-10 X 2-1/2" HX BLT, YZN-GR8 SAE J429 3/4-10 NY NUT, YZN-GR8 SAE J429 3/8" GALV. CABLE (7X19) 1/2-13 X 9" JAW/EYE TNBKLE, HDG 3/8" CROSBY FORGED CABLE CLAMP CABLE TIE PLATE MATERIAL: 1/4" HDG SHACKLE W/SCREW PIN, 3/8" DIA 4000# WORK LIMIT 3/8" DIA. THIMBLE 1/2-13 RH HX NUT, ZN 1/2"-13 LH HX NUT, ZN 7 FST-500-2500 8A FST-500-1250 8B FST-500-2000 9 OF550 10 FST-750-2500 11 OF575 12 AR1610 13 OF546 14 OF547 15 SUB0840 16 OF616 17 OF617 18 OF548 19 OF549 5 TON LASHING WINCH 2" POLYESTER WEBBING, UVP 1" POLYESTER WEBBING, UVP DUCT TAPE #14-3/4 SELF TAPPING SCREW 2 X 3 GALV. RECT. TUBE, 12 GA, 288" PFG - GATORSHIELD OR EQUIVALENT 2 X 3 RECT. TUBE CONNECTOR 1.000" GALV. TUBE, 14 GA, 300" PFG - GATORSHIELD OR EQUIVALENT 13/16" OD SWAGE JOINT 3/4" VINYL CAPLUG 20 152600-9351 21 SUB0801 22 SUB0802 23 DTSTS 24 OF499 25 SUB0750 26 SUB0806 27 SUB0321 28 SUB0808 29 FST-VC-725-16 GENERAL HARDWARE COVER HARDWARE 3 SUB0400 SERIES MAIN COVER REVIEW SPECS ON B1.1 FOR PERFORMANCE J.R.B.W. 4 SUB1720 SERIES 1.900" SH PURLIN, 14 GA. PFG - GATORSHIELD OR EQUIV. REFER TO B1.6 FOR LENGTH 1 1/2" 3" 1 3/8" Ø9/16" 1 7/8"3/16" 5 SUB0934 12" X 5" STANDARD BASE ANGLE MATERIAL: 3/8" HDG 1' 5" 3 3/4" 4 1/2" 1 3/4" 3 1/2" 1 1/2"4 1/2"1 3/4" 13/16" x 1" OBLONG 13/16" DIA. 8'-6 7/16" 3'-0 1/8" 1' 4 1/4" 3' 10'-2"14'-8 3/4" 3' 6 SUB0949.3 12" END PLATE, 3.500" CHORD MATERIAL: 3/8" HDG 1 5/8" 3/8" 11 7/8" 1 3/4"13/16" DIA. 11/16" DIA 3" 6" 1' 1" 2 G72HCL DESIGN 72GA COMMON LEG TRUSS SECTION-HDG G72HLL DESIGN 72GA LEFT LEG TRUSS SECTION-HDG G72HRL DESIGN 72GA RIGHT LEG TRUSS SECTION-HDG REVIEW B1.5 FOR O.D. AND GAUGES 1 G72HCC DESIGN 72GA COMMON CENTER TRUSS SECTION-HDG G72HOC DESIGN 72GA OFFSET CENTER TRUSS SECTION-HDG REVIEW B1.5 FOR O.D. AND GAUGES 2.1 G72HCH DESIGN 72GA COMMON HAUNCH TRUSS SECTION-HDG G72HCO DESIGN 72GA OFFSET HAUNCH TRUSS SECTION-HDG REVIEW B1.5 FOR O.D. AND GAUGES KEDER HARDWARE TENSIONING BRACKET 3.000" KEDER/TENSION CHANNEL 3.000" KEDER CHANNEL #12 X 1-1/4" SELF DRILLING SCREW 3/8-16 X 4 1/2" HX BOLT, ZN-GR8 3/8-16 NY NUT, ZN-GR8 1" GALV. TUBE, 14 GA., PUNCHED 1" VINYL CAPLUG WINCH ASSIST CABLE PLATE 30 SUB0460 31 SUB0463 32 SUB0473 33 OF615 34 FST-375-4500 35 OF458 36 SUB0459 37 FST-VC-985-16 38 SUB0479 1/2-13 U-BOLT (3 X 4-1/2) H/T BRACKET FOR SUB0931 2.375"-3.000" H/T TUBE BRACKET END/JOIN TUBE BRACKET 3.000" END/JOIN TUBE L-BRACKET GROUND MOUNT CHUCK BRACKET 39 OF597 40 SUB0485 41 SUB0492 42 SUB0494 43 SUB0496 44 SUB0488 GROUND MOUNT HARDWARE SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 45 SUB0826 HEADER ANGLE MATERIAL: 1/4" HDG 7"4 1/4" 4 1/4" 1 1/2" 4" 2 3/4" 916" DIA. 46 SUB0825 4 X 4 X .25 X 7 WALL ANGLE MATERIAL: 1/4" HDG Ø9/16" 1'-8 9/16" 1'-8 9/16" 4" 4" 14 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com A2/E2.3 (TYP.) A2/E2.3 A2/B1.4 A2/B1.4 A2/B1.4 A2/B1.4 3 5 6 721 (Z) A1/B1.4 (TYP.) B1.4 TRUSS BEARING - ASSY & PLAN A1 CENTER BASE TO WALL PLN VIEW DETAIL 3/4" = 1'-0"A2 OFFSET BASE TO WALL PLN VIEW DETAIL 3/4" = 1'-0" PLN VIEW 5/64" = 1'-0" TRUSS BEARING NOTES A. FOLLOW ALL INSTRUCTIONS SET BY THE FOUNDATION ENGINEER. B. FOUNDATION DESIGN AND BUILDING TO FOUNDATION CONNECTION TO BE DONE BY FOUNDATION ENGINEER. C. SPAN-TECH HAS NO KNOWLEDGE OF THE FOUNDATION DESIGN. IF ANCHORS ARE SUPPLIED BY SPAN-TECH, THE FOUNDATION ENGINEER NEEDS TO DETERMINE IF THEY MEET THE FOUNDATION AND USAGE REQUIREMENTS. D. TOLERANCES GREATER THAN 1" ON THE DIAGONAL MEASUREMENT OF THE FOUNDATION WILL CAUSE ERECTION ISSUES AND POTENTIALLY CAUSE DAMAGE TO TRUSSES. E. OUTSIDE OF OFFSET TRUSS TO CENTER OF CENTER TRUSS (O-C TRUSS) = O/C DISTANCE + 1-3/4" F. CENTER OF CENTER TRUSS TO CENTER OF CENTER TRUSS (C-C TRUSS) = O/C DISTANCE G. 2" X 6" DECKING BOARD (RUB BOARD) TO BE ATTACHED TO PERIMETER OF BUILDING WHERE COVER IS WRAPPING AROUND TO FOUNDATION (PROVIDED BY OTHERS). INSTALL RUB BOARD 1-1/2" ABOVE WALL LEVEL. CENTERLINE OF TRUSS, 14" FROM EDGE NOTE: SHOWN IS ONLY TRUSS FOOTPRINT, IT DOES NOT INDICATE EDGE DISTANCE FROM WALL. FDN ENGINEER TO DETERMINE ANCHORING J.R.B.W. 1012" 7" 1' 334" 412" 514"134" CENTERLINE OF TRUSS 512"334" 412" 334" 14" 1' 70 ' - 2 " I - I O F T R U S S T - B A S E C O N N E C T O R 72 ' - 2 " O - O O F T R U S S ( X ) 4 8 SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 9 10 11 12 13 14 15 16 17 10'-134" O-C BASE 10' C-C (TYP) 160'-312" 10'-134" O-C BASE 15 Colorado Extreme Sports | Amended Land Use Change Appendicies 2.500 OFFSET3.000 OFFSET3.500 OFFSET4.000 OFFSET 2.500 OFFSET3.000 OFFSET3.500 OFFSET4.000 OFFSET 2.500 OFFSET3.000 OFFSET3.500 OFFSET4.000 OFFSET 2.500 OFFSET3.000 OFFSET3.500 OFFSET4.000 OFFSET DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com 3 T+1 T+2 T+3 A4/B1.6 (TYP.) B1.5 TRUSS BRIDGING - ELEV. & PLAN VIEW 2 A9/B1.6 (TYP.) 1 CO M M O N TR U S S A3/B1.6 (TYP.) OF F S E T TR U S S CE N T E R C O N N E C T I O N S OF F S E T C O N N E C T I O N S A5/B1.6 (TYP.) SECTION E SECTION E ELEV. VIEW 1/16" = 1'-0" PLN VIEW 1/16" = 1'-0" J.R.B.W. PLEASE REFER TO SHEET B1.1 FOR TUBE GRADE AND NOMINAL GAUGE EQUIVALENT. THE STRUCTURAL DESIGN IS SOLELY BASE OFF THE DESIGN CRITERIA MADE ON SHEET B1.1. PLEASE REVIEW ALL DESIGN CRITERIA TO ENSURE THAT THE BUILDING USED MEETS THE REQUIREMENTS OF THE END USER. ASSEMBLY AND ERECTION NOTES A. REVIEW ALL CONNECTIONS ON SHEET B1.6 BEFORE ERECTION. B. DUE TO THE HOT DIP GALVANIZATION PROCESS ROUGH SPOTS CAN APPEAR ON THE TOP CHORD OF THE TRUSS. RUN A HAND ALONG THE TOP PART OF THE TRUSS TO LOCATE THESE SPOTS. GRIND ANY THAT ARE FOUND. GRIND TILL SMOOTH OR UNTIL THE AREA SPARKS. C. TRUSS SHOULD BE LIFTED ON HINGE, IN TWO SECTIONS. D. COMPLETE ALL CONNECTIONS BEFORE MOVING TO NEXT TRUSS. E. AT CONNECTIONS A1/B1.6 AND A2/B1.6, USE 12/13/B1.2 DTSTS - DUCT TAPE AT THE TOP OF EACH CONNECTION. MINIMUM OF 3 PLY'S. F. ALL CONNECTIONS SHOULD BE BELOW THE TOP OF THE RAFTER TO ENSURE SMOOTH INSTALLATION OF CANVAS. G. THE END BAYS ARE THE ONLY BAYS THAT ARE NOT CABLED. CABLE UP TO 60' ALONG THE LENGTH OF THE BUILDING. CABLE IS RAN BETWEEN TRUSS CHORDS. H. UNLESS STRUCTURAL DESIGN TABLE IS FILLED OUT COMPLETELY WITH GAUGES LISTED, BRIDGING DETAIL BELOW IS ONLY A REPRESENTATION OF ONE LOAD. ADDITIONAL CONNECTION POINTS MAY EXIST FOR DIFFERENT BUILDING LOADS. ALL PURLINS SHOULD BE USED, NO ADDITIONAL PURLINS ARE PROVIDED. TRUSS CHARACTERISTICS ARCH CHARACTERISTICS STD. METRIC WIDTH AT BASE OUTSIDE TO OUTSIDE 72'-2"22.00 INSIDE TO INSIDE 70'-2" 21.39 HEIGHT AT CENTER OUTER HEIGHT 33'-1 9/16" 10.10 INNER HEIGHT 30'-2 9/16"9.21 CHORD DEPTH - OUT TO OUT @ FULL 2'-11"0.89 @ BASE 1'-0" 0.30 CIRC. ALONG TOP CHORD 96'-3 7/8" 29.36 SECTION CHARACTERISTICS QTY.STD. METRIC NUMBER OF SECTIONS/ARCH 9 ---- SECTION LENGTH ALONG TOP 4 14'-8 3/4"4.49 3 10'-2"3.10 2 8'-6 7/16"2.60 SECTION HEIGHT 14'-8 3/4"3'-2" 0.97 10'-2"3'-8"1.12 8'-6 7/16"2'-11"0.89 CHORD DIAMETERS AND GAUGES SECTION CHORD O.D. GAUGE A OUTSIDE Ø3.5"11 GA INSIDE Ø3.5"12 GA B OUTSIDE Ø3.5"12 GA INSIDE Ø3.5"12 GA C OUTSIDE Ø3.5"12 GA INSIDE Ø3.5"12 GA D OUTSIDE Ø3.5"12 GA INSIDE Ø3.5"11 GA E OUTSIDE Ø3.5"12 GA INSIDE Ø3.5"12 GA WEBS TYP. UNLESS NOTED Ø1.5" 14 GA CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S A6/B1.6 (TYP.) A6/B1.6 (TYP.) SECTION D SECTION D 70 ' - 2 " I - I O F B A S E P L A T E S 72 ' - 2 " O - O O F B A S E P L A T E S ( X ) OF F S E T TR U S S A5/B1.6 (TYP.) A5/B1.6 (TYP.) A6/B1.6 (TYP.) A6/B1.6 (TYP.) A5/B1.6 (TYP.) ELEV. VIEW 1/16" = 1'-0" S E C T I O N C S E C T I O N B S E C T I O N B SE C T I O N C CO M M O N TR U S S CO M M O N TR U S S 4 T+4 A1/B1.6 (TYP.) SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 A2/B1.6 (TYP.) SECTION A A5/B1.6 (TYP.) A5/B1.6 (TYP.) A5/B1.6 (TYP.) A5/B1.6 (TYP.) 3 T+1 T+2 T+3214 T+4 T+4 CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S CO M M O N TR U S S A10/B1.6 (TYP.) 16 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com TIGHTEN CLAMPS TO 45 FT-LBS 6-1/2" THREADSLIVE END DEAD END A3 CENTER BASE CONNECTION ELEV VIEW DETAIL 3/4" = 1'-0"A4 OFFSET BASE CONNECTION ELEV VIEW DETAIL 3/4" = 1'-0" A7 BASE CABLE ASSEMBLY PLN VIEW DETAIL 3/4" = 1'-0"A8 TRUSS CABLE ASSEMBLY PLN VIEW DETAIL 3/4" = 1'-0"A9 BASE CABLE CONNECTION ELEV VIEW DETAIL 3/4" = 1'-0" B1.6 TRUSS ASSEMBLIES J.R.B.W. A1 CENTER SPLICE CONNECTION ELEV VIEW DETAIL 1" = 1'-0"A2 OFFSET SPLICE CONNECTION ELEV VIEW DETAIL 3/4" = 1'-0" A5 PURLIN CONNECTION ELEV VIEW DETAIL 3/4" = 1'-0"A6 STRINGER CONNECTION ELEV VIEW DETAIL 3/4" = 1'-0" RE F E R T O A 7 / B 1 . 6 FO R M O R E I N F O R M A T I O N 6-1/2" THREADSLIVE END DEAD END TIGHTEN CLAMPS TO 45 FT-LBS 5/B1.3 (X2) 2/B1.3, CENTER TRUSS 10/B1.3 (X3) 11/B1.3 (X3)5/B1.3 6/B1.3 2/B1.3, OFFSET TRUSS 10/B1.3 (X2) 11/B1.3 (X2) A3/B1.6 14/B1.312/B1.3 17/B1.3 13/B1.3 15/B1.3 14/B1.312/B1.3 17/B1.3 16/B1.3 15/B1.3 A10 TRUSS CABLE ASSEMBLY ELEV VIEW DETAIL 3/4" = 1'-0" REFER TO A 8 / B 1 . 6 FOR MOR E I N F O . NOTE: TRUSS CABLE CONNECTION SHOULD BE MADE TO THE CLOSEST CONNECTION TO THE TOP DEAD CENTER OF TRUSS ARCH. EITHER TO A PURLIN TAB OR CONNECTOR PLATE.REFER TO A 8 / B 1 . 6 FOR MOR E I N F O . A5/B1.6 A6/B1.6 REPLACE WITH 7/B1.3 1/B1.3-2/B1.3 8B/B1.3 (X8) 9/B1.3 (X8) X = LEAVE OPEN X = LEAVE OPEN 1/B1.3-2/B1.3 8B/B1.3 (X8) 9/B1.3 (X8) A1/B1.6 A2/B1.6 1/B1.3 2/B1.3 4/B1.3 8B/B1.3, 9/B1.3 XX 8A/B1.3, 9/B1.3 4/B1.3 TRUSS O/C PART NUMBER CENTER TO CENTER (L) 10'-0"SUB1836 119 1/4" TRUSS O/C PART NUMBER CENTER TO CENTER (L) 10'-0"SUB1837 120 1/4" XX X X T.J.B. PURLIN BRACKET 5/16-18 x 4 12" HEX BOLT (2x) PURLIN BRACKET 5/16-18 x 4 12" HEX BOLT (2x) 10/B1.3 (X2) 11/B1.3 (X2) SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 17 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com A-A END ELEVATION - FRONT ELEV VIEW DETAIL 1/32" = 1'-0" 2 SIDE ELEVATION ELEV VIEW DETAIL 1/32" = 1'-0" A A 1 PLAN PLN VIEW DETAIL 1/32" = 1'-0" B B REVIEW SHEETS E2 FOR END LAYOUT AND ASSEMBLIES B-B END ELEVATION - REAR ELEV VIEW DETAIL 1/32" = 1'-0"REVIEW SHEETS E2 FOR END LAYOUT AND ASSEMBLIES B1.7 BUILDING LAYOUT J.R.B.W. 72'-2" SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 160'-312" 18 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com J.R.B.W. B1.8 LATERAL TIGHTENING ASSEMBLIES A2 MAIN TIE DOWN TO COVER CONNECTION PLN VIEW DETAIL N.T.S. A1/B1.8 3/B1.3 TAPE END BEFORE INSTALLATION (MIN. 3 LAYERS) A4 KEDER (KK) TRUSS CONNECTION PLN/ELEV VIEW TRUSS 5, 9 AND 13 N.T.S. TRUSS CHORD COVER 1 COVER 2 A5/B1.8 A4/E2.4 A5 KEDER ORIENTATION PLAN VIEW DETAIL N.T.S. 32/B1.3 31/B1.3 33/B1.3 - 6" O.C. AROUND PERIMETER A3 KEDER/TENSION (KT) END TRUSS CONENCTION PLN/ELEV VIEW TRUSS 1 AND 17 N.T.S. TRUSS CHORD A1 MAIN TIE DOWN TUBE CONNECTION PLN VIEW DETAIL N.T.S. 28/B1.3 (X2) 27/B1.3 (X2) TAPE JOINT AND SCREW HEADS. (MIN. 3 LAYERS) T.J.B.T.J.B. SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 19 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com B1.9 MAIN TIE DOWN ASSEMBLIES J.R.B.W. A1 CENTER TIE DOWN ELEV VIEW DETAIL N.T.S.A3 COVER JOIN TIE DOWN ELEV VIEW DETAIL N.T.S. ANCHORING BY OTHERS A2/B1.8 20/B1.3 (TYP.) A3/B1.6 A2 END TIE DOWN ELEV VIEW DETAIL N.T.S. DO NOT LET WEBBING BIND AGAINST WINCH OR COVER 20/B1.3 A4/B1.6 A5/B1.8 OR A6/B1.8 20/B1.3 (TYP.) 21/B1.3, CUT TO 5'21/B1.321/B1.3 WEBBING IN COVERROUND OR RECTANGULAR TUBING A3/B1.6 A3/B1.6 A3/B1.6 T.J.B. SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 20 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com E2.1 END COMPONENTS 3 SUB0675.1 LEFT UPRIGHT MOUNT BRACKET MATERIAL: 3/8" HDG 2 SUB0090 SERIES END COVER, RU88X-6. 12 OZ., NOVA-SHIELD II AK REVIEW DRAWINGS ON COVER FOR LENGTH 4 SUB0675.2 RIGHT UPRIGHT MOUNT BRACKET MATERIAL: 3/8" HDG 5 SUB0644.1 3.000" LEFT X-MEMBER PLATE MATERIAL: 1/4" HDG 6 SUB0644.2 3.000" RIGHT X-MEMBER PLATE MATERIAL: 1/4" HDG 1 SUB0684 SERIES 3.000" x 19.25" OPEN WEB UPRIGHT COLUMN CHORDS: 12 GA. WEBS: 14 GA. 7 SUB0668 UPRIGHT COLUMN BRACKET MATERIAL: 3/8" HDG 1'-1" 412" 512" 8 SUB0677 3.000" UC BACK PLATE MATERIAL: 3/8" HDG 1 716"14" 512"412" Ø 916" 11" 6" 412"512" 1 716" 14" 1'-034"1'-034" 1034" 618"618" 1034" 578"578" Ø 916" Ø 916"Ø 916" Ø 916"Ø 916" J.R.B.W. 1/2-13 U-BOLT, 3" CHORD 1/2-13 U-BOLT, 3.5" CHORD 1/2-13 X 4-1/2" HEX BLT, ZN-GR8 SAE J429 1/2-13 X 3-1/2" HEX BLT, ZN-GR8 SAE J429 1/2-13 X 1-3/4" HEX BOLT, ZN-GR8 SAE J429 1/2-13 NY NUT, ZN-GR8 SAE J429 1/2" FLAT WASHER, ZN 3/4-10 X 2-1/2" HEX BOLT, ZN-GR8 SAE J429 3/4-10 NY NUT, ZN-GR8 SAE J429 5 TON LASHING WINCH ANGLE GIRT SUPPORT GALVANIZED HORIZONTAL GIRT PLATE MATERIAL: 1/4" HDG 2" X 3" GALV. RECT. TUBE, 12 GA., 288" PFG - GATORSHIELD OR EQUIVALENT RECT. TUBE CONNECTOR GALVANIZED 14 OF597 15 OF598 16 FST-500-4500 17 FST-500-3500 18 OF551 19 OF550 20 OF586 21 FST-750-2500 22 OF575 23 152600-9351 24 SUB0630 25 SUB0631 26 SUB0750 27 SUB0806 #14-3/4" SELF DRILLING SREWM ZN 2" POLYESTER WEBBING, UVP 1" X 50 YD POLYESTER WEBBING, UVP 1" RATCHET ASSEMBLY, 78" 2.375" GALV. TUBE, 12 GA., 240" PFG - GATORSHIELD OR EQUIVALENT 2.375" SWAGE JOINT PFG - GATORSHIELD OR EQUIVALENT .750" GALV. TUBE, 18 GA., 240" PFG - GATORSHIELD OR EQUIVALENT .750" CONNECTOR, .625 OD 28 OF499 29 SUB0801 30 SUB0802 31 RTD2501 32 SUB0345 33 SUB0811 34 SUB0320 35 SUB0807 COVER HARDWARE STRUCTURE HARDWARE 11 SUB0936 8" CENTER KICK PLATE MATERIAL: 3/8" HDG 8" 5" 1012" 134"334" 11/16" DIA.7"838" 538" 12 SUB0937 838" 8" 5" 534" 134"214" 538" 11/16" DIA. 8" OFFSET KICK PLATE MATERIAL: 3/8" HDG 13 SUB0931 7-1/2" X 5" STANDARD BASE ANGLE MATERIAL: 3/8" HDG 11/16" DIA. 5" 712" 13/16" DIA. 312" 334" 134" 134" 112"412" 9 SUB0948.2 7.5" END PLATE, 3.000" CHORD MATERIAL: 3/8" HDG 38" 158" 134" 1" 3" 334" 712" 1178"11/16" DIA. 13/16" DIA. 10 SUB0937.7 7.5" RISER PLATE - WRAP MATERIAL: 3/8" HDG 11/16" DIA. 534" 712" 134" 334" SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 36 PT0810 8" 6" 6" 312" 6" 6 x 6 ANCHOR BRACKET MATERIAL: 5/16" HDG 14 PT0811 3 x 15 STRAP MATERIAL: 1/4" HDG 516" 8" 114"512"114" 312" Ø158" Ø58" Ø 916" 1'-3" 14"3" 112" 112" 112" 21 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com A4/E2.3 (TYP.) A5/E2.3 (TYP.) E2.2 END ELEVATION A6/E2.3 (TYP.) A1/E2.3 (TYP.) A2/E2.3 (TYP.) OUTSIDE ELEVATION VIEW 3/32" = 1'-0" END WALL NOTES: A. CONNECTION DETAIL FROM B1 MAIN BUILDING SHEETS NOT SHOWN. B. REVIEW DRAWING COVER DIAGRAMS PROVIDED WITH COVER FOR A6/E2.4 LOCATIONS. C. ALL STRUCTURAL STEEL, C-CHANNEL, AND GIRTS TO BE CT TO LENGTH AND FIELD DRILLED AS NEEDED. A6/E2.4 (TYP) A3/E2.4 (TYP) A4/E2.4 (TYP) J.R.B.W. 10'-1" 10' 16'-1112"11'16'-3"11'16'-1112" 72'-2" SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 14' 16' 22 Colorado Extreme Sports | Amended Land Use Change Appendicies END WALL ASSEMBLY NOTES: A. FOLLOW ALL INSTRUCTIONS SET BY THE FOUNDATION ENGINEER. B. FOR CONNECTIONS A1/E2.3 AND A2/E2.3 KICKERS FOR BASE ANGLE TO BE INSTALLED TO THE OUTSIDE OF THE BUILDING. C. ALL HARDWARE SUPPLIED IS FOR A CONCRETE FOUNDATION WITH EPOXY ANCHORS. FOR OTHER FOUNDATIONS TYPES, HARDWARE TO BE PROVIDED BY OTHERS. D. 5/4 DECKING BOARD (RUB BOARD) TO BE ATTACHED TO PERIMETER OF BUILDING WHERE CANVAS IS BEING INSTALLED (PROVIDED BY OTHERS). E. DRILLED IN FIELD HOLES GREATER THAN 1/16" CLEARANCE NEED TO HAVE A WASHER INSTALLED WITH THE NUT AND BOLT. F. REVIEW E2.2 END WALL ELEVATION FOR LOCATION OF CONNECTIONS. G. MAKE A5/E2.3 GIRT TUBE CONNECTION AS NEEDED TO CREATE NECESSARY GIRT LENGTH. 3/E2.1 14/E2.1 (x5) 7/E2.1 DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com 18/E2.1 (x4) 19/E2.1 (x4) 19/E2.1 (x12) 5/E2.125/E2.116/E2.1 (x4) 11/E2.1 21/E2.1 (x2) 22/E2.2 (x2) 1/E2.1 13/E2.1 (x2) 1/E2.1 13/E2.1 21/E2.1 (x2) 22/E2.2 (x2) 9/E2.1 A2 CENTER BASE TO WALL OUTSIDE ISO VIEW DETAIL 1" = 1'-0"A3 DOOR/OPENING BASE TO WALL OUTSIDE ISO VIEW DETAIL 1" = 1'-0"A4 UPRIGHT COLUMN TO TRUSS OUTSIDE ISO VIEW DETAIL 1" = 1'-0" A5 GIRT TO TRUSS OUTSIDE ISO VIEW DETAIL 1" = 1'-0" 14/E2.1 19/E2.1 (x6) 20/E2.1 (x2) LEFT CONNECTION SHOWN RIGHT IS MIRRORED LEFT CONNECTION SHOWN RIGHT IS MIRRORED 1/E2.1 E2.3 END ASSEMBLIES C.L.S 17/E2.1 (x4) 19/E2.1 (x4) 26/E2.1 25/E2.1 (x2) 25/E2.1A1/E2.3 19/E2.1 (x7) 17/E2.1 (x4) A1 GIRT TUBE CONNECTION OUTSIDE ISO VIEW DETAIL 1" = 1'-0" A6 GIRT TO UPRIGHT COLUMN OUTSIDE ISO VIEW DETAIL 1" = 1'-0" ANCHORS SUPPLIED BY OTHERS 12/E2.1 16/E2.1 (x2)18/E2.1 24/E2.3 (x2) 8/E2.1 18/E2.1 (x3) 19/E2.1 (x3) 20/E2.1 (x3) SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 23 Colorado Extreme Sports | Amended Land Use Change Appendicies 34/E2.1 (X2)28/E2.1 (X2) 35/E2.1 A1/E2.4 2/E2.1 23/E2.1 A7/E2.3 A3/E2.4 CROSS MEMBER CO L U M N A2/E2.4 (TYP.) 24/E2.1 (TYP.) OR 25/E2.1 (TYP.) A3/E2.4 EN D T R U S S CHU C K W A G O N APPROX. 3" COVER NOTES: LOOSEN CHUCKWAGON ON MAIN BUILDING TO GAIN ACCESS TO TRUSS. END COVER SHOULD BE TIED OFF USING 24/E2.1 APPROXIMATELY 3" FROM TOP TRUSS. A3 / E 2 . 4 END COVER ASSEMBLY NOTES: A. WHEN PULLING COVER, ROPE SHOULD BE AT EVERY 16'-28' AROUND PERIMETER OF COVER. USE TRUSSES AS LEVERAGE TO RAISE END COVER. B. DO NOT INSTALL COVER DURING A DAY IN WHICH GUST ARE ABOVE 10 MPH. C. COVER IS VULNERABLE TO WIND UNTIL ALL CONNECTIONS HAVE BEEN TIGHTENED. D. DO NOT INSTALL COVER IF ICE HAS FORMED ON THE END MEMBERS. E. COVER SHOULD BE INSTALLED BY HAND IF AT ALL POSSIBLE. F. MAKE ALL CONNECTIONS BEFORE INSTALLING A DOOR. TIE DOWN NOTES: INSTALL A1/E2.4 INTO COVER SIMULTANEOUSLY WHILE ASSEMBLING. ONE PERSON NEEDS TO HELP GUIDE TUBE DURING INSTALLATION INTO COVER. DUCT TAPE END OF TUBE. 24/E2.1 DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawingDEALER: CUSTOMER: 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com J.R.B.W. LATERAL TIGHTENING NOTES: A. TIGHTEN 24/E2.1 ON EACH END OF COVER MIN. OF 2X. ALTERNATE TIGHTEN ON EACH END. B. WEBBING MUST BE FINISHED AT END WITH A KNOT. IT IS RECOMMENDED USING A TWO-HALF HITCHES KNOT. C. IF WINCHES ARE USED, TIGHTEN IN SAME TOP DOWN FASHION. TIGHTEN MIN. OF 2X. WINCH NOTES: A. TORQUE TO 40-60 FOOT POUNDS. B. KEEP SLACK TAUT DURING TIGHTENING. C. IF TORQUE IS MET HALFWAY THROUGH A CLICK, CONTINUE TO TIGHTEN TO NEXT CLICK. E2.4 END COVER ASSEMBLIES A1 END TIE DOWN TUBE CONNECTION PLN VIEW DETAIL N.T.S. A2 LATERAL TIE DOWN TUBE CONNECTION PLN VIEW DETAIL N.T.S.A3 END TUBE TIE DOWN CONNECTION ELEV VIEW DETAIL N.T.S.A4 END COVER TO TRUSS ELEV VIEW DETAIL N.T.S. A5 END COVER TO WINCH CONNECTION ELEV VIEW DETAIL N.T.S.A6 END LATERAL TIGHTENING ELEV VIEW DETAIL N.T.S. 32/E2.1 (X2)28/E2.1 (X6) 33/E2.1 TAPE JOINT AND SCREW HEADS. (MIN. 3 LAYERS) TAPE JOINT AND SCREW HEADS. (MIN. 3 LAYERS) SECURE END WALL FLAP OF END COVER TO TRUSS USING #10-3/4 SELF TAPPING SCREW SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 24 Colorado Extreme Sports | Amended Land Use Change Appendicies DRAWN BY:CHECKED BY:DATE: PROJECT NUMBER:SHEET NUMBER: This drawing is the property of Hawkeye Steel Products, Inc. Any reproduction of this drawing 1. 2. 3. without the consent of Hawkeye Steel Products, Inc. is strictly prohibited.P.O. Box 2000 Houghton, IA 52631 USA Phone: 319-469-4141 Fax: 319-469-4402 Web: www.spantechbuildings.com FRAMING NOTES: A. COPE C-CHANNEL AS NEEDED. B. FOLLOW FOUNDATION ENGINEER'S DIRECTIONS FOR ANCHORING. C. KEEP ALL STRUCTURAL COMPONENTS FLUSH WITH OUTSIDE OF BUILDING COLUMNS. D. GRIND ALL BURS AND TAPE (MIN. 3 LAYERS) ALL STEEL EDGES TOWARD END COVER. H4.1 FRAMING CONNECTIONS J.R.B.W. #TV.LOUVER A2 JAMB TO TOP OF WALL ISO VIEW DETAIL N.T.S. A1 UPRIGHT TO C-CHANNEL ISO VIEW DETAIL N.T.S. A3 UPRIGHT TO VENT FRAMING ISO VIEW DETAIL N.T.S. A3/H4.1 (TYP.) 5 ENDWALL DETAIL ELEV VIEW DETAIL N.T.S. A2/H4.1 (TYP.) A1/H4.1 (TYP.) A2/H4.1 (TYP.) 1/H4.2 (4X) 3/H4.1 (4X) 45/B1.3 1/H4.1 (2X) 2/H4.1 (2X) 46/B1.3 ANCHORING BY OTHERS 1/H4.2 (4X) 4/H4.1 45/B1.3 2/H4.1 (4X) T.J.B. A1/H4.1 (TYP.)A3/H4.1 (TYP.) T.J.B. 121350A 10/31/2023 THE AUTUMN BREEZE GROUP COLORADO EXTREME HOCKEY 72'A x 160' CARBONDALE, CO 81623 DEALER: CUSTOMER: SERVINSKY ENGINEERING & ASSOCIATES Consulting Structural Engineers marks@servinskyeng.com 280 Douglas Ave Holland, MI 49424-6515 (616) 738-1281 Fax (616) 738-6281 SE& ASSOCIATES ENDWALL FRAMING HARDWARE 1/2-13 HX NUT 1/2-13 X 1-3/4" HX BOLT 1/2-13 x 5" HX BLT 1000S300-97 CFC C-CHANNEL 1 OF550 2 OF551 3 FST-500-5000 4 SUB0635 3/H4.1 DHMDESIGN.COM Appendix C - Traffic Study Fox Tuttle Transportation Group DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM 225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520 To: Mr. Glenn Hartmann / Garfield County From: Jason Jaynes, DHM Design; jjaynes@dhmdesign.com Date: 11.06.2024 Project: 2340 County Road 100 Owner: Blue Mind, LLC Parcel #: 2393-364-00-278 Subject: Land Use Application for Temporary Outdoor Recreation Facility – Traffic Analysis Update Dear Glenn, Fox Tuttle Transportation Group completed a detailed traffic analysis for the Colorado Extreme site in July of 2023. This study was based on programming for an existing full size hockey rink and a proposed second smaller hockey rink; this report evaluated access, road capacity and intersection performance during peak hours, and summarized traffic volumes and trips generated based on proposed improvements. In July of 2024 they provided a memo updating their analysis with current and projected traffic volumes associated with the facilities expansion of a second full-size hockey rink, viewing seats and a storage facility. Since that initial update, the program has expanded again to include phased occupancy of the long-span structure (previously identified as a storage facility), and parking has been added to accommodate this new use. In this first phase of occupancy, no new programmatic use will occur; this facility will only be available for use by athletes present on site under existing programs. Expanded use of this facility is intended in the second phase after a revised traffic study has been completed. Since use of this facility will be limited to athletes already on site, no impacts to traffic will occur during this first phase of operation. As part of this application, we have included the original Traffic Study for the second rink and the memo prepared by Fox Tuttle that revises the traffic analysis for a full-size rink. An updated traffic analysis is currently being undertaken to describe the changes that will occur with the addition of new programmatic use during the second phase of occupancy and to provide a full assessment of traffic impacts. We intend to submit an updated traffic report prepared by a qualified traffic engineer following the submittal of this application. Sincerely, Jason Jaynes Principal 1580 Logan Street | 6th Floor | Denver, CO 80203 PHONE: 303.652.3571 | WWW.FOXTUTTLE.COM MEMORANDUM To: Garfield County Planning and Engineering From: Cassie Slade, PE, PTOE Date: July 25, 2024 Project: Colorado Extreme Youth Hockey Facility, Carbondale, CO Subject: Basic Traffic Analysis for Second Outdoor Ice Rink, Viewing Seats, and Storage The Fox Tuttle Transportation Group has completed a transportation analysis for the proposed second temporary ice rink on the Colorado Extreme facility located in Carbondale, Garfield County, Colorado. Colorado Extreme provides a free youth hockey program and to continue the program, it is proposed that a permanent facility be constructed in the future for the athletes to practice hockey. The first phase was completed in Year 2022 with one (1) outdoor ice rink. The second phase included a smaller outdoor ice rink. This update is for the relocation of the second ice rink on site at a standard rink size, as well as installing viewing seats for spectators and a storage building. These ice rinks are temporary and will be fully replaced with the ultimate design of the indoor facility. The project site is located at 2340 County Road (CR) 100. A vicinity map is shown on Figure 1. This traffic memorandum summarizes the existing roadway conditions and anticipated trip generation for the current phase of this project. Figure 1. Vicinity Map DR A F T DHMDESIGN.COM Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 2 Existing Conditions The subject property was converted from a small contractor’s yard to a temporary outdoor ice rink for the Winter of 2022‐2023 to serve the youth athletes interested in learning about and playing hockey. For Winter 2023‐2024, a second temporary ice rink was approved and installed. The land located near County Road 100 is relatively flat with the remainder of the property having steep grades into the forested area. Within the last year, the gravel access on County Road 100 was upgraded to a paved driveway to meet the County roadway classification of Minor Collector. The improvements included constructing one eastbound right‐turn deceleration lane, and eastbound acceleration lane, relocation of the Rio Grande Trail crossing, and a sidewalk into the site. Per Garfield County’s Land Use and Development Code (2013), the classification of “minor collector” has a design capacity between 401 and 2,500 vehicles per day (vpd) and a minimum right‐of‐way width of 60 feet. Based on the topography and roadway design, there is good sight distance in both directions to assist drivers to turn safely into and out of the driveway. The sight distance was measured by Radian Engineering (Year 2021) to be over 500 feet in both directions which is greater than the AASHTO standard of 390 feet for a posted speed limit of 35 mph. Access Permits Currently, there is a Garfield County access permit for the existing access from Year 2004. The permit number is #68 and filed under reception #6258627. The permit allows access for both properties with a maximum width of 20 feet. The Garfield County permit is attached to the Appendix. The subject property also has an access permit to cross the Rio Grande Trail, which was provided by the Denver and Rio Western Railroad Company (refer to the Appendix for a copy). An updated access permit with RFTA has been completed for the new owner. Roadways The primary public roadways that serve the project site are discussed in the following text: State Highway 82 is a four‐lane major regional arterial (classified by CDOT as an Expressway) that provides east‐west access along the Roaring Fork Valley. It links Glenwood Springs (down valley) and the I‐70 corridor to the Town of Aspen (up valley) and all the communities in between. SH 82 currently carries approximately 24,270 vehicles per day (vpd) in between County Road 133 and County Road 100 (CDOT, estimated for Year 2023). The posted speed limit is 65 miles per hour (mph) within the study area. The intersection of SH 82 at Catherine Store Road/County Road 100 is controlled by a traffic signal and the intersection includes: • Two through lanes in each direction of SH 82; DR A F T Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 3 • Bus queue jump/right‐turn lanes on SH 82 to allow the VelociRFTA BRT buses efficient service through the traffic signal; • Left‐turn deceleration lanes on SH 82; • Right‐turn deceleration and acceleration lanes on SH 82; The intersection of SH 82 at County Road 133 is controlled by a traffic signal and the intersection includes: • Two through lanes in each direction of SH 82; • Left‐turn deceleration lanes on SH 82 (Dual for WB); • Right‐turn deceleration and acceleration lanes for EB on SH 82; County Road 100 is a two‐lane roadway that leads to the rural residential area of east Carbondale. This roadway changes between north‐south orientation near SH 82 to east‐west orientation along the property frontage and links Carbondale’s Main Street to SH 82. County Road 100 has a posted speed limit of 35 mph and is approximately 24 feet in width within the vicinity of the project. During the winter season, this roadway services roughly 4,270 vpd during the week and 3,450 vpd on Saturday (Year 2023) just south of SH 82. During the summer season, there were approximately 6,710 vpd during the week and 4,610 vpd on Saturday. These updated volumes are a significant reduction from the Year 2017 count that indicated there were 10,900 vpd. County Road 133 is a two‐lane roadway with a center turn lane that travels through the heart of Carbondale. This roadway travels north south between SH 82 to Hotchkiss. County Road 133 has a posted speed limit of 35 mph through Town and increases to 55 mph south of Meadowood Drive. This roadway services roughly 16,700 vpd during the week just south of SH 82 (CDOT, estimated for Year 2021). Intersections Peak hour data was collected on Thursday, February 23, 2023, and Saturday, February 25, 2023 at the following intersections: 1. State Highway 82 at Catherine Store Road (County Road 100) 2. Catherine Store Road (County Road 100) at Frontage Road 3. Catherine Store Road (County Road 100) at Colorado Extreme Driveway The data indicated that the AM peak hour started at 7:30 AM and the start of the PM peak hour varied from 4:15 to 5:00 PM, depending on the intersection. The Saturday peak hour was shown to be 9:45 AM within the study area. While the traffic data was being collected, data related to the number of athletes was also collected to determine how many entering and exiting trips are generated per athlete. The DR A F T DHMDESIGN.COM Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 4 existing peak hour volumes are illustrated on Figure 2A. Additional summer counts were gathered on July 13, 2023 and July 15, 2023 for the purpose of understanding the shift in traffic per season and use of the Rio Grande trail. Summer volumes are shown on Figure 2B. Pedestrian and Bicycle The Rio Grande Trail connects Glenwood Springs to Aspen and parallels County Road 100, crossing the existing access. The Rio Grande Trail is a rail‐to‐trails project that provides multi‐modal connectivity through the Roaring Fork Valley. Transit The Roaring Fork Transportation Authority (RFTA) provides public transportation service between communities adjacent to and within the Roaring Fork Valley. There are no routes or bus stops on County Road 100 near the project site, however, there are two (2) bus stops within three (3) miles of the site. The Local Valley bus route travels between Glenwood Springs and Aspen with stops along SH 82 east of Catherine Store Road/County Road 100 to serve the local park‐n‐ride, as well as a stop at the Carbondale park‐n‐ride and along Main Street. There is also a Carbondale Circulator that connects the citizen s and visitors to destinations within the Town. This bus service travels between the Carbondale park‐n‐ride and locations along County Road 133 and Main Street. The Bus Rapid Transit, named VelociRFTA, is an express transit service with parking available at the Carbondale park‐n‐ride (Village Road and Highway 133). Both bus routes provide connections to the other six RFTA bus routes between Rifle and Aspen. A snapshot of the RFTA bus map is shown to the right with the Catherine Store Road local bus stop circled. Recent Upgrades Over the past year, the Colorado Extreme site has constructed improvements for increased capacity and safer conditions at the access driveway. This included:  Upgraded access road classification from Semi‐Primitive to Minor Collector  Widened driveway to 24 feet with one (1) travel lane per direction  Paved a 9.5‐foot sidewalk on the west side of the driveway from the Rio Grande trail into the site  Constructed one eastbound right‐turn deceleration lane on County Road 100  Constructed one eastbound right‐turn acceleration lane on County Road 100 DR A F T Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 5  Realigned the Rio Grande trail to move the crossing approximately 38 feet south  Constructed a raised crosswalk on the driveway for the Rio Grande Trail  Installed appropriate signs and pavement markings on/along the auxiliary lanes, driveway, raised crosswalk, and Rio Grande trail Proposed Conditions The current proposal is to relocate the smaller second ice rink to another location on the Colorado Extreme site (west end) and increase the size to a standard ice rink. Additionally, the project proposes to install viewing seats for parents and spectators and a storage building for Colorado Extreme equipment and materials. Colorado Extreme will use both ice rinks as needed. It is understood that the second rink will be allowed to be rented by local organizations for hockey practice or games or events. The viewing seats will be located at each of the ice rinks and the storage building is planned to be located on the east side of the property. It is not anticipated that these elements will generate any additional traffic since it is serving the people already coming to the site or for the employees to maintain the ice. Trip Generation To establish the volume of trips associated with the proposed second outdoor ice rink of Colorado Extreme, the existing count data and anticipated programming was utilized. There is limited data contained in the national guidelines (ITE Trip Generation Manual) with regards to trip generation of ice hockey rinks. Based on the collected count data on the Colorado Extreme driveway and athlete sign‐ins, it was calculated that there are approximately 1.7 trips per athlete in the afternoon peak hour with 59% entering and 41% exiting. The count data indicated that there were 145 daily trips on the driveway during a weekday on the driveway with one (1) ice rink. The gathered data for the Saturday peak hour and daily total was less than the weekday data due to reduced athlete participation. For conservative purposes, the PM peak hour rate was utilized for the Saturday peak hour and the daily volume was assumed to be 30% more than a weekday. It is anticipated that the second ice rink will be utilized by the general public for recreational purposes (i.e. local hockey leagues) when not utilized by Colorado Extreme programs. The snapshots of athlete data indicated that sessions attracted between 5 and 22 athletes. For the purpose of estimating trip volume, it was assumed that there will be up to 40 Colorado Extreme athletes per rink per hour and up to 25 General Public athletes per rink per hour. The estimated daily trip generation is summarized on Table 1. DR A F T DHMDESIGN.COM Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 6 Table 1. Trip Generation Estimate for Two Rinks For the AM peak hour, it was assumed that local use will occur while the kids associated with Colorado Extreme are in school. It was estimated that there will be 25 entering trips and 18 exiting trips in the AM peak hour. During the PM and Saturday peak hours, it is anticipated that there will be 65 inbound trips and 46 outbound trips for both ice rinks. It was estimated that there will be approximately 470 vehicles per day (vpd) on weekdays and approximately 610 vpd on Saturdays. Colorado Extreme General Public Recreation Total Athletes per Hour per Rink 40 25 65 Number of Rinks 112 Total Athletes per Hour 40 25 65 Trip Rate per Athlete 01.7‐ Entering Rate 0% 59%‐ Exiting Rate 0% 41%‐ Total Trips 04343 Entering Trips 02525 Exiting Trips 01818 Trip Rate per Athlete 1.7 1.7 ‐ Entering Rate 59% 59%‐ Exiting Rate 41% 41%‐ Total Trips 68 43 111 Entering Trips 40 25 65 Exiting Trips 28 18 46 Total Volume per Rink 290 180 470 Number of Rinks 11‐ Entering Rate 50% 50%‐ Exiting Rate 50% 50%‐ Total Volume 290 180 470 Entering Trips 145 90 235 Exiting Trips 145 90 235 Total Volume per Rink 380 230 610 Number of Rinks 11‐ Entering Rate 50% 50%‐ Exiting Rate 50% 50%‐ Total Volume 380 230 610 Entering Trips 190 115 305 Exiting Trips 190 115 305 AM P e a k H o u r P r o p o s e d PM / S a t . P e a k H o u r Da i l y ( W e e k d a y ) Da i l y ( W e e k e n d ) DR A F T Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 7 Trip Assignment The estimated trip volumes were distributed onto the study area street network based on addresses of the young athletes that was provided by Colorado Extreme. Based on the addresses, the trip distribution is as follows, as well as presented on Figure 3: • 19% to/from Down Valley • 45% to/from Up Valley • 20% to/from Carbondale • 8% to/from Frontage Road • 5% to/from South County Road 133 • 3% to/from North Catherine Store Note that all Carbondale addresses were mapped to determine which part of Town the students would be traveling from, to ensure the routing was accurate. The daily and peak hour trips are illustrated on Figure 4. The peak hour trips were added to the existing volumes and are shown on Figure 5. Driveway Capacity The driveway was upgraded to a Minor Collector with 12‐foot travel lanes leading from County Road 100 into the site. The Garfield County Land Use and Development Code (2013), indicates that the design capacity of this classification is between 401 and 2,500 vpd. Based on the estimated trips for a typical weekday and Saturday, the daily trips were estimated to be 610 vpd which is below the upper capacity limit. It is estimated that the driveway has an available capacity of 1,890 vpd. The limiting factor would be the internal circulation to move vehicles away from the driveway as quickly as possible. The existing eastbound right‐turn deceleration and acceleration lanes reduce the impacts on County Road 100 as Colorado Extreme traffic turns into and out of the driveway. This allows through traffic on County Road 100 to continue with minimal disruption. The turn lanes also help drivers associated with Colorado Extreme to have safer conditions to merge into traffic and not take gaps that create unnecessary risk. Events It is understood that Colorado Extreme plans to host three (3) specific events during the winter season: (1) NHL Classic, (2) Paralympics Sled Hockey, and (3) Youth Outdoor Classic. The first event attracted approximately 1,000 to 1,200 people last season and visitors were directed to park at the rodeo grounds and utilize the shuttle for the event. The other two events were smaller and attracted approximately 500‐ 600 people with parking on the Colorado Extreme site. Based on national data for sporting events, it is typical for each vehicle to have 2.2 to 2.8 people, with an average of 2.5 people per vehicle. For the two smaller events, it is estimated that there were between 215 and 273 vehicles, with an average of 240 vehicles. This would equate to a maximum of 546 trips [273 x 2 = 546] on the driveway which is below the minor collector capacity threshold. DR A F T DHMDESIGN.COM Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 8 The limiting factor for events is anticipated to be on‐site parking. Historically, Colorado Extreme has anticipated when additional parking is needed and therefore set up remote parking locations and shuttles. This approach will continue in the future to minimize impacts t o County Road 100 near the Colorado Extreme driveway. CDOT Access Permit CDOT requires an access permit when the side‐street volume increases the permitted volume by 20% or more. The new trips on County Road 100 accessing State Highway 82 will add approximately 21 vehicles in the AM peak hour and 53 vehicles in the PM peak hour. This equates to an approximate 4.0% increase in traffic over the permitted volumes in the AM peak hour and 9.6% of the PM peak hour. The additional volumes associated with Colorado Extreme do not require an updated access permit. Conclusions The Colorado Extreme project proposes to construct a second outdoor ice rink, viewing seats, and a storage building to continue to provide a free hockey program for young athletes within the area, as well as allowing local organizations to rent the ice. Both the existing and proposed outdoor ice rinks are temporary and anticipated to be utilized for approximately two (2) winter seasons and will be fully replaced by the ultimate design to have an indoor ice rink. A separate traffic study will be completed for the ultimate design of the Colorado Extreme project. The improved access will remain in the same location and provide additional capacity and improved safety. Additional access is not anticipated to be needed at this time. It is anticipated that the improved access, existing roadway network, and existing intersections can accommodate the project trips without the need for additional analysis or mitigation measures. Hopefully, the contents of this memorandum are helpful. If you have any questions, please give me a call. Sincerely, FOX TUTTLE TRANSPORTATION GROUP, LLC Cassie Slade, P.E., PTOE Principal DR A F T Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 9 Attachments: Figure 1. Vicinity Map {IN REPORT} Figure 2A – Existing Volumes [Winter, February 2023] Figure 2B – Existing Volumes [Summer, July 2023] Figure 3 – Trip Distribution Figure 4 – Site Generated Trips Figure 5 – Existing + Hockey Traffic Volumes [Winter] Appendix: Existing Traffic Counts Garfield County Access Permit Denver and Rio Western Railroad Company DR A F T Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 10 Figures Figure 1 – Vicinity Map {IN REPORT} Figure 2A – Existing Volumes [Winter, February 2023] Figure 2B – Existing Volumes [Summer, July 2023] Figure 3 – Trip Distribution Figure 4 – Site Generated Trips Figure 5 – Existing + Hockey Traffic Volumes [Winter] DR A F T S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D R I O G R A N D E TRA IL CROS S I N G A T D R I V EWA Y FT Project #Original Scale Date Drawn by Figure # T r a nspor op uG r n o iatt FOX 22057 NTS 03-16-2023 CRS 2A COLORADO EXTREME SECOND TEMPORARY ICE RINK - CARBONDALE, CO EXISTING TRAFFIC VOLUMES [WINTER, FEBRUARY 2023] DR A F T 37 Colorado Extreme Sports | Amended Land Use Change Appendicies S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D R I O G R A N D E TRA IL CROS S I N G A T D R I V EWA Y FT Project #Original Scale Date Drawn by Figure # T r a nspor op uG r n o iatt FOX 22057 NTS 8/31/2023 CAF 2B COLORADO EXTREME SECOND TEMPORARY ICE RINK - CARBONDALE, CO EXISTING TRAFFIC VOLUMES [SUMMER, JULY 2023] DR A F T 38 Colorado Extreme Sports | Amended Land Use Change Appendicies FT Project #Original Scale Date Drawn by Figure # T r a nspor op uG r n o iatt FOX 22057 NTS 03-16-2023 CRS 3 COLORADO EXTREME SECOND TEMPORARY ICE RINK - CARBONDALE, CO TRIP DISTRIBUTION DR A F T 39 Colorado Extreme Sports | Amended Land Use Change Appendicies S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D FT Project #Original Scale Date Drawn by Figure # T r a nspor op uG r n o iatt FOX 22057 NTS 7/25/2024 CRS 4 COLORADO EXTREME SECOND TEMPORARY ICE RINK - CARBONDALE, CO SITE GENERATED TRIPS DR A F T 40 Colorado Extreme Sports | Amended Land Use Change Appendicies S H 8 2 A T C O UNT Y R D 1 0 0 C O U N T Y R D 1 0 0 A T A C C E S S C O U N T Y R D 1 0 0 AT FR O N T A G E R D FT Project #Original Scale Date Drawn by Figure # T r a nspor op uG r n o iatt FOX 22057 NTS 7/25/2024 CRS 5 COLORADO EXTREME SECOND TEMPORARY ICE RINK - CARBONDALE, CO EXISTING + HOCKEY TRAFFIC VOLUMES [WINTER] DR A F T DHMDESIGN.COM Colorado Extreme Youth Hockey Facility Second Outdoor Ice Rink Traffic Analysis July 25, 2024 Page 11 Appendix Existing Traffic Counts Garfield County Access Permit Denver and Rio Western Railroad Company DR A F T www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 2 0 0 2 0 0 5 43000100 0 4 Peak Hour 60 20 9 0 89 0 0 0 0 0 0 1 0Count Total 107 37 15 1 160 0 0 0 00000008:45 AM 10 6 2 0 18 0 0 0 0 0 0 1 8:30 AM 15 5 0 0 20 0 0 0 0 0 0 1 0 0 0 0 8:15 AM 13 7 2 0 22 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 14 6 2 0 22 0 0 0 0 0 0 0 0 0 2 1 7:30 AM 15 4 2 0 21 0 0 0 0 0 0 0 0 0 0 15 0 EB WB NB SB Total East 7:45 AM 18 3 3 0 24 0 0 0 -4%8%HV%0%5%4%3%- 0 0 7:15 AM 11 4 2 1 18 0 0 0 0 0 0 0 0 West North South 7:00 AM 11 2 2 1 27 13 284 0 44 17760103 383 10 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2%-0%0%0%4%1%5%0% Peak Hour All 1 21 1,457 14 0 47 28 479 0 0 0 0 0 89 01900117 20 2,456 0 HV 0 1 57 2 0 Count Total 2 48 2,786 152 1 155 716 80 35 43 4,586 0 494 2,2772420352122107108 8 5 12 544 2,389 8:45 AM 1 11 273 16 0 0 6 4 46 0 647 2,456 8:30 AM 0 9 312 17 0 16 109 5 92 0 6 2 7026122206 12 4 2 592 2,418 8:15 AM 0 8 356 15 2 0 5 3 60 0 606 2,309 8:00 AM 0 4 352 24 0 24 100 1 53 0 10 7 7031922011 16 4 4 611 0 7:45 AM 1 1 369 21 4 0 5 4 79 0 609 0 7:30 AM 0 8 380 16 0 22 69 4 55 0 14 6 501175304 11 2 4 483 0 7:15 AM 0 4 404 24 0 0 2 5 52 07:00 AM 0 3 340 19 0 3 42 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRT Date: 02/23/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.84 TOTAL 3.6%0.95 TH RT WB 4.0%0.83 NB 2.8% 0.79 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 3.9%0.96 0 0 0 0 0 0 000 0 0 0 0 3 0 1 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 2,456TEV: 0.95PHF: 20 17 44 81 44 0 10 383 103 496 1,7850 28 41327 32 4 19 6 0 76 1,457 21 1,555 431 1 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 00 0 0 00 0 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 000 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 89 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 1 7 0 0 0 00119001 RTTHLT RTTHLTRT 0 1 0 160 0 Peak Hour 0 1 57 2 0 0 1 2 12 0Count Total 0 1 102 4 1 1 35 18 820 2 0 0 0 01 0 5 0 0 0 0 0 0 20 88 8:45 AM 0 0 9 1 0 0 0 0 0 0 22 89 8:30 AM 0 0 15 0 0 0 5 0 2 0 0 0 0016000 0 0 0 22 85 8:15 AM 0 0 13 0 0 0 0 0 2 0 24 78 8:00 AM 0 1 11 2 0 0 6 0 2 0 0 0 00 0 3 0 0 1 0 0 0 21 0 7:45 AM 0 0 18 0 0 0 0 1 1 0 18 0 7:30 AM 0 0 15 0 0 0 4 0 2 0 0 1 0004000 0 0 0 15 0 7:15 AM 0 0 11 0 0 0 0 1 1 0 TH RT 7:00 AM 0 0 10 1 0 0 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 2 0 1 0 3Peak Hour 14 53 6 1 74 0 0 0 0 0 2 0 0 1 5:00 PM 4:30 PM 4:45 PM 0 0 3 13 0 0 16 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 4 17 1 0 22 0 0 0 0 0 1 0 0 0 4 10 3 0 17 0 1 0 0 1 3 13 2 1 19 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 1 74 0 HV%-0%2%2%-5%3%0%-6%9%1%-0%0%3%3%0 Peak Hour All 0 15 534 46 0 256 1,634 43 0 53 22 130 0 15 18 3 2 1 0 0 0 39 2,805 0 HV 0 0 13 1 0 12 41 0 0 0 0 0 688 0 5:00 PM 1 125 13 0 71 399 11 0 19 4 33 0 4 7 14 701 2,805 4:45 PM 3 131 8 0 58 410 9 0 16 8 28 0 3 4 10 723 0 4:30 PM 2 120 9 0 69 415 10 0 11 6 33 0 6 5 7 693 0 4:15 PM 0 9 158 16 0 58 410 13 0 7 4 36 0 2 2 8 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/23/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 1.4%0.72 TOTAL 2.6%0.97 WB 2.7%0.98 NB 2.9% 0.92 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 2.4%0.81 0 0 0 0 0 0 000 0 0 0 0 1 0 2 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 2,805TEV: 0.97PHF: 39 18 15 72 80 0 43 1,634 256 1,933 6790 13 02253 20 5 32 0 0 46 534 15 595 1,726 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 0 1 0 0 0 1 2 2 0 0 0 0 0 0 8 31000200 0 3 Peak Hour 14 53 6 1 74 0 0 0 0 0 0 5 0Count Total 44 151 9 2 206 0 0 0 00000007:45 PM 1 2 0 0 3 0 0 0 0 0 0 0 7:30 PM 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 1 7 0 0 8 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 1 3 0 0 4 0 0 0 0 0 0 06:45 PM 1 4 1 0 6 0 0 0 0 0 0 0 6:30 PM 2 4 0 0 6 0 0 0 0 0 0 2 0 0 0 1 6:15 PM 3 8 0 0 11 0 0 0 0 0 0 1 0 0 0 1 6:00 PM 4 6 0 0 10 0 0 0 0 0 0 05:45 PM 3 13 0 0 16 0 0 0 0 0 0 0 5:30 PM 4 15 0 0 19 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 2 10 1 0 13 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 3 13 0 0 16 0 0 0 0 0 0 1 0 0 0 1 4:30 PM 3 13 2 1 19 0 0 0 0 0 0 1 0 0 1 31 0 EB WB NB SB Total East 4:45 PM 4 17 1 0 22 0 0 0 -6%9%HV%-0%2%2%- 0 0 4:15 PM 4 10 3 0 17 0 0 0 0 0 0 0 0 West North South 4:00 PM 6 23 1 12 53 22 130 0 15 184602561,634 43 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-0%0%3%3%5%3%0% Peak Hour All 0 15 534 134 0 145 83 388 0 0 0 0 1 74 04100321 39 2,805 0 HV 0 0 13 1 0 Count Total 1 85 1,683 123 0 735 4,252 44 50 98 7,821 0 176 867610040101270200 2 1 1 216 986 7:45 PM 0 3 63 5 5 0 2 2 13 0 222 1,101 7:30 PM 0 0 77 4 0 15 94 0 11 0 2 1 302398603 2 0 4 253 1,280 7:15 PM 0 2 72 1 6 0 2 0 15 0 295 1,532 7:00 PM 1 2 80 5 0 14 122 8 19 0 0 2 5030117903 1 5 6 331 1,866 6:45 PM 0 10 87 5 11 0 8 4 19 0 401 2,220 6:30 PM 0 15 87 5 0 30 140 6 21 0 5 3 5042202307 2 4 8 505 2,516 6:15 PM 0 5 95 7 8 0 14 7 20 0 629 2,712 6:00 PM 0 3 105 8 0 49 277 10 32 0 2 5 807333713018 2 5 4 685 2,771 5:45 PM 0 8 114 9 12 0 8 3 37 0 697 2,779 5:30 PM 0 5 131 12 0 55 411 10 36 0 3 4 40813918017 4 7 14 701 2,805 5:15 PM 0 11 122 10 11 0 19 4 33 0 688 2,710 5:00 PM 0 1 125 13 0 71 399 8 28 0 3 4 10058 410 9 0 16 6 5 7 693 0 4:45 PM 0 3 131 8 10 0 11 6 33 0 723 0 4:30 PM 0 2 120 9 0 69 415 4 36 0 2 2 80584101307 4 2 10 606 0 4:15 PM 0 9 158 16 8 0 10 5 25 04:00 PM 0 6 116 6 0 55 359 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 00 0 0 0 0 0 0 Peak Hour 0 0Count Total 0 000 0 0 0 7:45 PM 0 0 0 0 0 7:30 PM 0000000000 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 0000 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 00 0 0 00 0 0 0 6:15 PM 0 0 0 0 6:00 PM 0000000 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 00 0 0 00 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00 0 0 00 04:15 PM 0 0 0 0 0 0 0 04:00 PM RT 74 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 2 1 0 0 0 1012 41 0 0 3 RTTHLT RTTHLTRT 0 0 2 206 0 Peak Hour 0 0 13 1 0 0 5 2 2 0Count Total 0 1 40 3 0 21 130 3 20000000002000 0 0 0 5 23 7:45 PM 0 0 1 0 0 0 0 0 0 0 8 24 7:30 PM 0 0 2 0 0 0 3 0 0 0 0 0 00 1 6 0 0 0 0 0 0 4 27 7:15 PM 0 0 1 0 0 0 0 0 0 0 6 33 7:00 PM 0 0 1 0 0 0 3 0 1 0 0 0 00 0 4 0 0 0 0 0 0 6 43 6:45 PM 0 0 1 0 0 0 0 0 0 0 11 56 6:30 PM 0 0 2 0 0 0 4 0 0 0 0 0 0017000 0 0 0 10 58 6:15 PM 0 0 2 1 0 0 0 0 0 0 16 64 6:00 PM 0 0 3 1 0 0 6 0 0 0 0 0 00 2 11 0 0 0 0 0 0 19 70 5:45 PM 0 1 2 0 0 0 0 0 0 0 13 70 5:30 PM 0 0 4 0 0 1 14 0 0 0 0 0 0019001 0 0 0 16 74 5:15 PM 0 0 2 0 0 0 0 0 0 0 22 89 5:00 PM 0 0 3 0 0 3 10 0 1 0 0 0 00 2 15 0 0 0 0 0 1 19 0 4:45 PM 0 0 4 0 0 0 2 0 0 0 17 0 4:30 PM 0 0 3 0 0 4 9 2 0 0 0 0 0037001 0 0 1 31 0 4:15 PM 0 0 3 1 0 0 1 0 0 0 TH RT 4:00 PM 0 0 6 0 0 3 20 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 22 19 0 0 41 0 0 0 0 0 0 0 0 0 8:45 AM 8:15 AM 8:30 AM 0 0 7 6 0 0 13 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 6 3 0 0 9 0 0 0 0 0 0 0 0 0 4 6 0 0 10 0 0 0 0 0 5 4 0 0 9 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 41 0 HV%-0%2%0%0%3%5%0%-0%0%0%-0%0%0%2%0 Peak Hour All 0 15 996 41 2 37 364 8 0 8 6 167 0 33 12 0 0 0 0 0 0 12 1,701 0 HV 0 0 22 0 0 1 18 0 0 0 0 0 423 0 8:45 AM 5 220 12 0 10 121 2 0 2 0 31 0 8 2 5 418 1,701 8:30 AM 4 237 10 1 12 88 2 0 4 3 48 0 9 5 0 401 0 8:15 AM 1 290 9 1 11 86 2 0 0 2 43 0 7 2 5 459 0 8:00 AM 0 5 249 10 0 4 69 2 0 2 1 45 0 9 3 2 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/25/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 0.0%0.95 TOTAL 2.4%0.93 WB 4.6%0.77 NB 0.0% 0.82 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 2.1%0.88 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 1,701TEV: 0.93PHF: 12 12 33 57 29 0 8 364 37 411 1,1982 16 7 68 18 1 90 0 41 996 15 1,052 384 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 0 6 00000000 0 0 Peak Hour 22 19 0 0 41 0 0 0 0 0 0 6 0Count Total 89 65 6 4 164 0 0 0 000000010:45 AM 1 3 0 0 4 0 0 2 0 0 0 0 10:30 AM 2 7 0 0 9 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 4 1 0 0 5 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 4 1 0 1 6 0 0 0 0 0 0 09:45 AM 8 4 0 0 12 0 0 0 0 0 0 0 9:30 AM 5 5 1 0 11 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 8 4 0 1 13 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 5 3 1 0 9 0 0 0 0 0 0 08:45 AM 7 6 0 0 13 0 0 0 0 0 0 0 8:30 AM 6 3 0 0 9 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 5 4 0 0 9 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 4 6 0 0 10 0 0 0 0 0 0 2 0 0 0 0 7:30 AM 9 2 2 1 14 0 0 0 0 0 0 0 0 0 0 8 0 EB WB NB SB Total East 7:45 AM 9 5 1 1 16 0 0 2 -0%0%HV%-0%2%0%0% 0 0 7:15 AM 7 8 1 0 16 0 0 0 0 0 0 0 0 West North South 7:00 AM 5 3 0 1 8 6 167 0 33 124123736480 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%2%3%5%0% Peak Hour All 0 15 996 51 0 40 29 540 0 0 0 0 0 41 01800000 12 1,701 0 HV 0 0 22 0 0 Count Total 1 63 3,111 131 3 177 1,591 114 52 69 5,972 0 403 1,50512801255022172404 4 1 9 370 1,506 10:45 AM 0 3 141 6 2 0 2 3 38 0 364 1,496 10:30 AM 0 3 145 7 0 17 139 0 28 0 12 3 5016134905 4 12 5 368 1,525 10:15 AM 0 5 134 13 2 0 1 4 26 0 404 1,501 10:00 AM 0 2 140 8 0 14 150 2 37 0 7 6 3019130905 3 4 10 360 1,515 9:45 AM 0 7 171 8 3 0 4 4 33 0 393 1,578 9:30 AM 1 8 158 5 0 13 114 3 40 0 8 1 401399207 7 3 4 344 1,644 9:15 AM 0 5 203 8 2 0 1 4 31 0 418 1,701 9:00 AM 0 5 186 10 1 3 87 0 31 0 8 2 5010121202 9 5 0 423 1,671 8:45 AM 0 5 220 12 2 0 4 3 48 0 459 1,615 8:30 AM 0 4 237 10 1 12 88 2 43 0 7 2 511186200 9 3 2 401 1,438 8:15 AM 0 1 290 9 2 0 2 1 45 0 388 1,265 8:00 AM 0 5 249 10 0 4 69 0 44 0 9 1 5010 66 4 0 0 6 3 6 367 0 7:45 AM 0 4 243 2 1 0 2 1 29 0 282 0 7:30 AM 0 3 241 10 0 5 60 1 17 0 4 0 00447500 5 1 1 228 0 7:15 AM 0 2 195 7 0 0 1 0 22 07:00 AM 0 1 158 6 0 4 29 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 00 0 0 0 0 0 0 Peak Hour 0 0Count Total 0 000 0 0 0 10:45 AM 0 0 0 0 0 10:30 AM 0000000000 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 0000 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 00 0 0 00 0 0 0 9:15 AM 0 0 0 0 9:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 00 0 0 00 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00 0 0 00 07:15 AM 0 0 0 0 0 0 0 07:00 AM RT 41 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 0 0 0 0 0 00 1 18 0 0 0 RTTHLT RTTHLTRT 3 1 0 164 0 Peak Hour 0 0 22 0 2 0 0 0 6 0Count Total 0 3 80 6 0 4 59 4 24000000003000 0 0 0 9 32 10:45 AM 0 0 1 0 0 0 0 0 0 0 5 34 10:30 AM 0 0 2 0 0 0 7 0 0 0 0 0 00 0 1 0 0 0 1 0 0 6 42 10:15 AM 0 2 2 0 0 0 0 0 0 0 12 45 10:00 AM 0 0 3 1 0 0 1 0 0 0 0 0 00 1 2 1 0 0 0 0 0 11 46 9:45 AM 0 1 6 1 0 0 0 0 1 0 13 44 9:30 AM 0 0 5 0 0 0 5 0 0 0 1 0 0003100 0 0 0 9 40 9:15 AM 0 0 8 0 0 0 0 0 1 0 13 41 9:00 AM 0 0 4 1 0 0 3 0 0 0 0 0 00 0 6 0 0 0 0 0 0 9 44 8:45 AM 0 0 7 0 0 0 0 0 0 0 9 49 8:30 AM 0 0 6 0 0 0 3 0 0 0 0 0 0013000 0 0 0 10 56 8:15 AM 0 0 5 0 0 0 0 0 0 0 16 54 8:00 AM 0 0 4 0 0 0 6 0 1 0 1 0 00 0 5 0 0 0 0 1 0 14 0 7:45 AM 0 0 9 0 0 0 0 0 2 0 16 0 7:30 AM 0 0 9 0 0 1 1 0 1 0 0 0 0017000 0 0 0 8 0 7:15 AM 0 0 5 2 0 0 0 0 0 0 TH RT 7:00 AM 0 0 4 1 0 0 3 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 1 0 7 4 12 0 0 0 0 0 0 0 0Count Total 1 1 15 6 23 0 0 0 00000008:45 AM 0 0 2 1 3 0 0 0 0 0 0 0 8:30 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 3 2 5 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 7:45 AM 0 0 3 0 3 0 0 0 -0%3%HV%-2%0%0%- 0 0 7:15 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 1 1 0 8 257 34 0 33 1265 0 30 2 18 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-3%2%0%2%0%0%0% Peak Hour All 0 42 4 35 0 12 419 59 0 0 1 3 0 12 0000070 5 564 0 HV 0 1 0 0 0 Count Total 0 83 6 16 0 43 3 66 195 17 954 0 100 48937407254031502 7 23 3 98 523 8:45 AM 0 9 0 3 4 0 0 45 7 0 161 564 8:30 AM 0 3 0 2 0 4 0 82 12 0 11 29 0060502 11 29 3 130 519 8:15 AM 0 14 0 0 2 0 0 55 7 0 134 465 8:00 AM 0 11 1 4 0 5 2 54 5 0 8 42 1090403 3 26 1 139 0 7:45 AM 0 6 1 1 7 0 3 66 10 0 116 0 7:30 AM 0 11 2 0 0 10 0 43 13 0 12 15 4030601 7 6 1 76 0 7:15 AM 0 15 0 4 2 0 1 37 1 07:00 AM 0 14 2 2 0 3 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRT Date: 02/23/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.4%0.80 TOTAL 2.1%0.88 TH RT WB 0.0%0.74 NB 2.3% 0.78 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 2.0%0.80 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 564TEV: 0.88PHF: 5 12 6 33 16 4 31 7 0 18 2 30 50 710 34 25 7 8 29 9 16 1 0 5 4 42 51 15 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 00 0 0 00 0 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 000 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 12 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 7 0 0 1 3 0000000 RTTHLT RTTHLTRT 1 4 1 23 0 Peak Hour 0 1 0 0 0 0 0 13 2 0Count Total 0 1 0 0 0 1 0 3 152 0 0 0 1 00 0 0 0 0 0 0 0 0 4 15 8:45 AM 0 0 0 0 0 0 0 2 2 0 5 12 8:30 AM 0 0 0 0 0 0 0 3 0 0 0 2 0000000 1 1 0 3 9 8:15 AM 0 0 0 0 0 0 0 0 0 0 3 8 8:00 AM 0 1 0 0 0 0 0 3 0 0 0 0 00 0 0 0 0 0 0 0 0 1 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 2 0 7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1000000 0 0 0 2 0 7:15 AM 0 0 0 0 0 0 0 1 0 0 TH RT 7:00 AM 0 0 0 0 0 1 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 1 1Peak Hour 1 1 1 5 8 0 0 0 0 0 0 0 1 0 5:45 PM 5:15 PM 5:30 PM 0 0 0 1 0 2 3 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 0 1 0 1 1 3 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 8 0 HV%-3%0%0%-2%0%0%-0%0%8%-0%2%0%1%0 Peak Hour All 0 29 7 24 0 41 7 40 0 11 152 13 0 26 282 0 0 1 0 0 5 24 656 0 HV 0 1 0 0 0 1 0 0 0 0 0 0 151 0 5:45 PM 7 3 8 0 14 3 14 0 1 36 4 0 10 65 4 169 656 5:30 PM 7 0 11 0 8 3 3 0 5 36 3 0 7 60 8 170 0 5:15 PM 10 0 3 0 9 1 9 0 0 41 4 0 3 79 7 166 0 5:00 PM 0 5 4 2 0 10 0 14 0 5 39 2 0 6 78 5 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/23/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 1.5%0.93 TOTAL 1.2%0.96 WB 1.1%0.71 NB 0.6% 0.96 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 1.7%0.83 0 0 0 0 0 0 000 0 0 0 1 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 656TEV: 0.96PHF: 24 28 2 26 33 2 22 1 0 40 7 41 88 460 13 15 211 17 6 34 7 0 24 7 29 60 42 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 0 0 0 0 1 3 0 0 0 0 0 0 0 5 10000001 4 0 Peak Hour 1 1 1 5 8 0 0 0 0 0 0 1 0Count Total 4 5 5 13 27 0 0 0 00000007:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 6:15 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 1 0 2 3 0 0 0 0 0 0 0 5:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 0 1 1 3 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 3 1 2 6 0 0 0 0 0 0 1 0 0 2 4 0 EB WB NB SB Total East 4:45 PM 0 0 2 1 3 0 0 0 -0%0%HV%-3%0%0%- 0 0 4:15 PM 1 0 1 3 5 0 0 0 0 0 0 0 0 West North South 4:00 PM 1 1 0 1 11 152 13 0 26 282240417400 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 8%-0%2%0%1%2%0%0% Peak Hour All 0 29 7 84 0 23 454 36 1 0 0 5 0 8 0000001 24 656 0 HV 0 1 0 0 0 Count Total 0 81 16 65 0 115 20 54 747 51 1,747 0 40 16017102161020000 0 16 2 39 188 7:45 PM 0 1 0 0 0 0 2 14 1 0 43 224 7:30 PM 0 1 1 1 0 0 1 9 0 1 0 25 0021100 0 13 0 38 287 7:15 PM 0 2 1 1 1 0 1 18 1 0 68 359 7:00 PM 0 1 0 1 0 1 1 23 0 0 0 33 1001102 0 36 0 75 460 6:45 PM 0 5 1 1 3 0 0 24 2 0 106 536 6:30 PM 0 5 0 3 0 2 0 34 0 0 0 52 0072400 3 46 4 110 596 6:15 PM 0 4 1 2 6 0 1 28 1 0 169 656 6:00 PM 0 7 0 5 0 8 1 36 4 0 10 65 401431401 7 60 8 151 643 5:45 PM 0 7 3 8 3 0 5 36 3 0 166 640 5:30 PM 0 7 0 11 0 8 3 41 4 0 3 79 7091900 6 78 5 170 619 5:15 PM 0 10 0 3 14 0 5 39 2 0 156 572 5:00 PM 0 5 4 2 0 10 0 32 1 0 3 59 60182 9 0 5 7 58 7 148 0 4:45 PM 0 10 2 9 10 0 0 37 7 0 145 0 4:30 PM 0 2 0 7 0 13 0 39 6 0 8 61 40100100 5 50 2 123 0 4:15 PM 0 8 1 7 8 0 1 27 3 04:00 PM 0 6 2 4 0 11 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 00 0 0 0 0 0 0 Peak Hour 0 0Count Total 0 000 0 0 0 7:45 PM 0 0 0 0 0 7:30 PM 0000000000 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 0000 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 00 0 0 00 0 0 0 6:15 PM 0 0 0 0 6:00 PM 0000000 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 00 0 0 00 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00 0 0 00 04:15 PM 0 0 0 0 0 0 0 04:00 PM RT 8 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 0 1 0 0 5 00 1 0 0 0 0 RTTHLT RTTHLTRT 0 13 0 27 0 Peak Hour 0 1 0 0 3 0 0 4 1 0Count Total 0 2 0 2 0 2 0 0 0000000000000 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 1 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 4 6:45 PM 0 0 0 0 0 0 0 0 0 0 1 5 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 7 6:15 PM 0 1 0 0 0 0 0 0 0 0 3 8 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 00 1 0 0 0 0 0 1 0 1 8 5:45 PM 0 0 0 0 0 0 0 0 0 0 3 13 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0000000 0 1 0 1 15 5:15 PM 0 1 0 0 0 0 0 0 0 0 3 18 5:00 PM 0 0 0 0 0 0 0 2 0 0 0 1 00 0 0 0 0 0 0 2 0 6 0 4:45 PM 0 0 0 0 2 0 0 1 0 0 5 0 4:30 PM 0 0 0 0 0 1 0 1 0 0 0 3 0000000 0 2 0 4 0 4:15 PM 0 0 0 1 1 0 0 0 0 0 TH RT 4:00 PM 0 0 0 1 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 1 0 1 3 5 0 1 0 0 1 0 0 0 0 10:30 AM 10:00 AM 10:15 AM 0 0 0 0 1 0 1 0 1 0 0 1 0 0 9:45 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 5 0 HV%-6%0%0%-0%0%0%-0%1%0%0%0%4%0%2%0 Peak Hour All 0 17 3 8 0 18 7 11 0 9 120 8 1 15 81 0 1 0 0 0 3 7 305 0 HV 0 1 0 0 0 0 0 0 0 0 0 0 74 0 10:30 AM 3 1 3 0 4 1 4 0 3 36 3 0 5 19 1 83 305 10:15 AM 6 2 2 0 6 3 3 0 4 22 3 1 4 17 1 78 0 10:00 AM 4 0 2 0 5 1 0 0 1 28 2 0 2 22 3 70 0 9:45 AM 0 4 0 1 0 3 2 4 0 1 34 0 0 4 23 2 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/25/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 2.9%0.90 TOTAL 1.6%0.92 WB 0.0%0.75 NB 0.7% 0.82 Peak Hour: 9:45 AM 10:45 AM HV %:PHF EB 3.6%0.70 0 0 0 0 0 0 000 0 1 0 0 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 305TEV: 0.92PHF: 7 81 15 10 4 14 9 1 11 7 18 36 260 8 12 0 9 13 7 10 7 0 8 3 17 28 23 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 1 4 00001000 4 0 Peak Hour 1 0 1 3 5 0 1 1 0 0 1 0 0Count Total 6 0 5 5 16 0 0 1 000000010:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 10:30 AM 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 1 0 0 0 1 0 0 0 0 0 0 09:45 AM 0 0 0 2 2 0 0 0 0 0 0 0 9:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 1 0 1 0 2 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 7:30 AM 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 1 0 0 0 1 0 0 0 -0%1%HV%-6%0%0%- 0 0 7:15 AM 0 0 2 1 3 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 9 120 8 1 15 8180187110 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%4%0%2%0%0%0% Peak Hour All 0 17 3 45 0 23 506 34 4 0 0 3 0 5 0000010 7 305 0 HV 0 1 0 0 0 Count Total 1 75 6 17 0 42 7 48 214 19 1,041 0 74 30129300280040502 5 19 1 83 305 10:45 AM 0 1 1 1 4 0 3 36 3 0 74 288 10:30 AM 0 3 1 3 0 4 1 22 3 1 4 17 1063304 2 22 3 70 294 10:15 AM 0 6 2 2 0 0 1 28 2 0 78 280 10:00 AM 0 4 0 2 0 5 1 34 0 0 4 23 2032401 2 16 1 66 266 9:45 AM 0 4 0 1 3 0 0 36 1 1 80 281 9:30 AM 0 3 1 0 0 2 0 42 0 2 4 14 1040900 3 5 1 56 281 9:15 AM 0 3 0 1 1 0 0 31 2 0 64 293 9:00 AM 0 7 0 0 0 6 0 26 7 0 4 16 2000201 7 13 1 81 288 8:45 AM 0 5 0 1 4 0 2 37 2 0 80 257 8:30 AM 0 9 1 1 0 4 0 44 3 0 2 13 1010305 2 8 1 68 204 8:15 AM 1 5 0 2 1 0 3 42 3 0 59 167 8:00 AM 0 5 0 2 0 1 0 39 3 0 1 7 00 1 0 2 0 0 5 7 1 50 0 7:45 AM 0 6 0 0 3 0 1 26 0 0 27 0 7:30 AM 0 7 0 0 0 0 0 17 1 0 1 4 1010000 2 2 2 31 0 7:15 AM 0 2 0 0 1 0 0 17 1 07:00 AM 0 5 0 1 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 1 0 000 0 1 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000000 1 0 1 0 00 0 0 0 0 0 0 Peak Hour 0 0Count Total 0 000 0 1 1 10:45 AM 0 0 0 0 0 10:30 AM 0000000000 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 0000 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 00 0 0 00 0 0 0 9:15 AM 0 0 0 0 9:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 00 0 0 00 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00 0 0 00 07:15 AM 0 0 0 0 0 0 0 07:00 AM RT 5 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 1 0 0 0 3 00 0 0 0 0 0 RTTHLT RTTHLTRT 0 5 0 16 0 Peak Hour 0 1 0 0 0 0 0 5 0 0Count Total 1 5 0 0 0 0 0 0 3000000000000 0 0 0 1 5 10:45 AM 0 0 0 0 0 0 0 1 0 0 1 5 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 00 0 0 0 0 0 0 0 0 1 4 10:15 AM 0 0 0 0 0 0 0 0 0 0 2 5 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 2 00 0 0 0 0 0 0 0 0 1 3 9:45 AM 0 0 0 0 0 0 0 1 0 0 0 2 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 3 9:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 2 8:45 AM 0 0 0 0 0 0 0 0 0 0 1 5 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 7 8:15 AM 1 0 0 0 0 0 0 0 0 0 1 7 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 1 0 3 0 7:45 AM 0 1 0 0 0 0 0 0 0 0 3 0 7:30 AM 0 2 0 0 0 0 0 2 0 0 0 1 0000000 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 9 2 1 0 12 0 0 0 0 0 0 0 0Count Total 17 4 1 1 23 0 0 0 00000008:45 AM 2 0 0 0 2 0 0 0 0 0 0 0 8:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 4 0 1 0 5 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 EB WB NB SB Total East 7:45 AM 3 0 0 0 3 0 0 0 -50%-HV%--3%0%- 0 0 7:15 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 West North South 7:00 AM 3 0 0 1 2 0 0 0 1 01 0 2 144 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%--3%50%1%- Peak Hour All 0 0 284 0 0 2 0 1 0 0 0 0 0 12 0100100 0 434 0 HV 0 0 9 0 0 Count Total 0 1 448 2 0 3 226 2 0 2 687 0 62 3570000000124000 0 0 1 69 396 8:45 AM 0 0 36 1 0 0 0 0 1 0 122 434 8:30 AM 0 0 40 0 0 0 27 0 0 0 1 0 00028001 0 0 0 104 383 8:15 AM 0 0 92 0 0 0 1 0 0 0 101 330 8:00 AM 0 0 62 1 0 2 38 0 0 0 0 0 00047000 0 0 0 107 0 7:45 AM 0 0 54 0 0 0 0 0 0 0 71 0 7:30 AM 0 0 76 0 0 0 31 0 0 0 1 0 10024000 0 0 0 51 0 7:15 AM 0 0 45 0 0 0 0 0 0 07:00 AM 0 1 43 0 0 0 7 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min TotalUTLTTHRT Date: 02/23/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.25 TOTAL 2.8%0.89 TH RT WB 1.4%0.78 NB 50.0%0.50 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 3.2%0.77 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr w y 434TEV: 0.89PHF: 0 0 1 1 0 0 0 144 2 146 2850 002 23 0 1 284 0 285 146 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 00 0 0 00 0 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 000 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 12 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One Hour 0 0 0 0 0 0011001 RTTHLT RTTHLTRT 0 0 1 23 0 Peak Hour 0 0 9 0 0 0 1 0 0 0Count Total 0 1 16 0 0 1 3 2 140 0 0 0 0 00 0 0 0 0 0 0 0 0 4 15 8:45 AM 0 0 2 0 0 0 0 0 0 0 5 12 8:30 AM 0 0 3 0 0 0 1 0 0 0 0 0 0000001 0 0 0 3 9 8:15 AM 0 0 4 0 0 0 0 0 0 0 3 9 8:00 AM 0 0 1 0 0 1 1 0 0 0 0 0 00 0 0 0 0 0 0 0 0 1 0 7:45 AM 0 0 3 0 0 0 0 0 0 0 2 0 7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 1001000 0 0 0 3 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 1 2 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 2 6 0 0 8 0 0 0 0 0 0 0 0 0 5:30 PM 5:00 PM 5:15 PM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 8 0 HV%--1%0%-0%2%0%-0%-0%----2%0 Peak Hour All 0 0 163 6 0 10 315 2 0 4 0 7 0 0 0 0 0 0 0 0 0 0 507 0 HV 0 0 2 0 0 0 6 0 0 0 0 0 136 0 5:30 PM 0 48 0 0 0 70 1 0 3 0 6 0 0 0 0 128 507 5:15 PM 0 37 5 0 3 89 0 0 1 0 1 0 0 0 0 118 0 5:00 PM 0 39 0 0 5 81 0 0 0 0 0 0 0 0 0 125 0 4:45 PM 0 0 39 1 0 2 75 1 0 0 0 0 0 0 0 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/23/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB -- TOTAL 1.6%0.93 WB 1.8%0.89 NB 0.0% 0.31 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.2%0.88 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr w y 507TEV: 0.93PHF: 0 0 0 0 2 0 2 315 10 327 1700 704 1116 0 6 163 0 169 319 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 2 6 0 0 8 0 0 0 0 0 0 0 0Count Total 2 18 1 0 21 0 0 0 00000007:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 2 0 0 2 0 0 0 0 0 0 0 5:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 4:45 PM 1 1 0 0 2 0 0 0 -0%-HV%--1%0%- 0 0 4:15 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 2 0 0 4 0 7 0 0 0601031520 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%----2%0%2%0% Peak Hour All 0 0 163 5 0 24 1 22 0 0 0 0 0 8 0600000 0 507 0 HV 0 0 2 0 0 Count Total 0 2 475 26 1 27 839 0 1 2 1,425 0 43 1631100000013003 0 0 0 36 166 7:45 PM 0 0 23 2 0 0 0 0 1 0 46 206 7:30 PM 0 0 17 1 0 0 17 0 0 0 0 0 00027000 0 0 0 38 251 7:15 PM 0 0 18 1 0 0 1 0 1 0 46 305 7:00 PM 0 0 14 0 1 0 21 0 1 0 0 0 00025001 0 0 0 76 376 6:45 PM 0 0 19 0 0 0 7 0 4 0 91 428 6:30 PM 0 0 24 0 0 2 39 0 0 0 0 0 00153002 0 0 0 92 473 6:15 PM 0 1 26 8 2 0 2 0 0 0 117 506 6:00 PM 0 0 27 1 0 3 57 0 3 0 0 0 00077100 0 0 0 128 507 5:45 PM 0 0 35 1 1 0 3 0 6 0 136 488 5:30 PM 0 0 48 0 0 0 70 0 1 0 0 0 00389001 0 0 0 125 475 5:15 PM 0 0 37 5 0 0 0 0 0 0 118 451 5:00 PM 0 0 39 0 0 5 81 0 0 0 0 0 00 2 75 1 0 0 0 0 0 109 0 4:45 PM 0 0 39 1 0 0 0 0 0 0 123 0 4:30 PM 0 0 33 3 0 1 72 0 4 0 0 0 10662002 0 1 1 101 0 4:15 PM 0 0 45 3 0 0 2 0 0 04:00 PM 0 1 31 0 0 4 61 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 00 0 0 0 0 0 0 Peak Hour 0 0Count Total 0 000 0 0 0 7:45 PM 0 0 0 0 0 7:30 PM 0000000000 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 0000 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 00 0 0 00 0 0 0 6:15 PM 0 0 0 0 6:00 PM 0000000 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 00 0 0 00 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00 0 0 00 04:15 PM 0 0 0 0 0 0 0 04:00 PM RT 8 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One Hour 0 0 0 0 0 00 0 6 0 0 0 RTTHLT RTTHLTRT 0 0 0 21 0 Peak Hour 0 0 2 0 0 0 0 0 1 0Count Total 0 0 2 0 0 0 18 0 1000000000000 0 0 0 0 2 7:45 PM 0 0 0 0 0 0 0 0 0 0 1 2 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 1 0 0 0 0 0 0 0 2 7:15 PM 0 0 0 0 0 0 0 0 0 0 1 2 7:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 00 0 0 0 0 0 0 0 0 0 3 6:45 PM 0 0 0 0 0 0 0 0 0 0 1 4 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0001000 0 0 0 0 6 6:15 PM 0 0 0 0 0 0 0 0 0 0 2 8 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 2 0 0 0 0 0 0 1 8 5:45 PM 0 0 0 0 0 0 0 0 0 0 3 10 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0002000 0 0 0 2 10 5:15 PM 0 0 1 0 0 0 0 0 0 0 2 10 5:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 00 0 1 0 0 0 0 0 0 3 0 4:45 PM 0 0 1 0 0 0 0 0 0 0 3 0 4:30 PM 0 0 0 0 0 0 3 0 0 0 0 0 0003000 0 0 0 2 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 2 0 0 2Peak Hour 1 2 0 1 4 0 0 0 0 0 0 2 0 0 10:30 AM 10:00 AM 10:15 AM 0 0 1 0 0 1 2 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 1 4 0 HV%--1%0%-0%1%100%-------50%2%0 Peak Hour All 0 0 120 1 0 3 97 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 224 0 HV 0 0 1 0 0 0 1 1 0 0 0 0 48 0 10:30 AM 0 38 0 0 0 28 0 0 0 0 0 0 0 0 2 68 224 10:15 AM 0 28 0 0 0 19 1 0 0 0 0 0 0 0 0 52 0 10:00 AM 0 28 0 0 2 26 0 0 0 0 0 0 0 0 0 56 0 9:45 AM 0 0 26 1 0 1 24 0 0 0 0 0 0 0 0 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 02/25/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 50.0%0.25 TOTAL 1.8%0.82 WB 2.0%0.90 NB - - Peak Hour: 9:45 AM 10:45 AM HV %:PHF EB 0.8%0.80 0 0 0 0 0 0 000 0 0 0 0 0 2 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr w y 224TEV: 0.82PHF: 2 0 0 2 1 0 1 97 3 101 1200 000 04 0 1 120 0 121 99 0 Project Manager: (720) 646-1008 project.manager.co@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 20000020 0 0 Peak Hour 1 2 0 1 4 0 0 0 0 0 0 0 2Count Total 6 3 0 1 10 0 0 0 000000010:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 9:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 1 0 0 0 1 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 0 0 0 0 0 0 ---HV%--1%0%- 0 0 7:15 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 0 0 0 0 0 01039710 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----50%2%0%1%100% Peak Hour All 0 0 120 2 0 2 0 2 0 0 0 0 1 4 0110000 2 224 0 HV 0 0 1 0 0 Count Total 0 0 497 2 0 8 233 0 1 2 749 0 52 2240000000023001 0 0 2 68 224 10:45 AM 0 0 28 0 0 0 0 0 0 0 48 211 10:30 AM 0 0 38 0 0 0 28 0 0 0 0 0 00019100 0 0 0 56 216 10:15 AM 0 0 28 0 0 0 0 0 0 0 52 197 10:00 AM 0 0 28 0 0 2 26 0 0 0 0 0 00124000 0 1 0 55 196 9:45 AM 0 0 26 1 0 0 0 0 1 0 53 189 9:30 AM 0 0 37 0 0 2 14 0 1 0 0 0 00016001 0 0 0 37 197 9:15 AM 0 0 35 0 0 0 0 0 0 0 51 206 9:00 AM 0 0 26 1 0 0 10 0 0 0 0 0 00118000 0 0 0 48 201 8:45 AM 0 0 32 0 0 0 0 0 0 0 61 184 8:30 AM 0 0 35 0 0 1 12 0 0 0 0 0 00015000 0 0 0 46 148 8:15 AM 0 0 46 0 0 0 0 0 0 0 46 122 8:00 AM 0 0 36 0 0 0 10 0 0 0 0 0 00 1 5 1 0 0 0 0 0 31 0 7:45 AM 0 0 39 0 0 0 0 0 0 0 25 0 7:30 AM 0 0 25 0 0 0 6 0 0 0 0 0 0004000 0 0 0 20 0 7:15 AM 0 0 21 0 0 0 0 0 0 07:00 AM 0 0 17 0 0 0 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min TotalUTLTTHRTTHRT Project Manager: (720) 646-1008 project.manager.co@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 0 0 0 00 0 0 0 0 0 0 Peak Hour 0 0Count Total 0 000 0 0 0 10:45 AM 0 0 0 0 0 10:30 AM 0000000000 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 0000 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 00 0 0 00 0 0 0 9:15 AM 0 0 0 0 9:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 00 0 0 00 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00 0 0 00 07:15 AM 0 0 0 0 0 0 0 07:00 AM RT 4 0 Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One Hour 0 0 0 0 0 10 0 1 1 0 0 RTTHLT RTTHLTRT 0 0 1 10 0 Peak Hour 0 0 1 0 1 0 0 0 0 0Count Total 0 0 6 0 0 0 2 0 3000000000000 0 0 1 2 4 10:45 AM 0 0 0 0 0 0 0 0 0 0 1 3 10:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 00 0 0 1 0 0 0 0 0 0 2 10:15 AM 0 0 0 0 0 0 0 0 0 0 1 3 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 1 0 0 0 0 0 0 1 2 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 9:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 1 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 4 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 1 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 7:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 2 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Drwy 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (720) 646-1008 project.manager.co@idaxdata.com Location: CO Extreme Drwy S/O CR 100 Date:02-23-2022 Site Code: 1 NB SB NB SB NB SB 0:00 0 0 0 0 0:00 0 0 0:15 0000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 0 0 0 0 0:45 0 0 1:00 0 0 0 0 1:00 0 0 1:15 0 0 0 0 1:15 0 0 1:30 0 0 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 0 0 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 0 0 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 0 0 0 3:00 0 0 3:15 0000 3:15 00 3:30 0 0 0 0 3:30 0 0 3:45 0 0 0 0 3:45 0 0 4:00 0 0 0 0 4:00 0 0 4:15 0 0 0 0 4:15 0 0 4:30 0 0 0 0 4:30 0 0 4:45 0 0 0 0 4:45 0 0 5:00 0 0 0 0 5:00 0 0 5:15 0 0 0 0 5:15 0 0 5:30 0 0 0 0 5:30 0 0 5:45 0 0 0 0 5:45 0 0 6:00 0 0 0 0 6:00 0 0 6:15 0000 6:15 00 6:30 0 0 0 0 6:30 0 0 6:45 0 0 0 0 6:45 0 0 7:00 0 0 0 0 7:00 0 0 7:15 0 0 0 0 7:15 0 0 7:30 0 0 0 0 7:30 0 0 7:45 0 0 0 0 7:45 0 0 8:00 1201 8:00 00 8:15 0010 58:15 00 8:30 1000 68:30 00 8:45 0200 88:45 00 9:00 0100 59:00 00 9:15 0100 59:15 00 9:30 2000 69:30 00 9:45 0000 9:45 00 10:00 0000 10:00 00 10:15 0000 10:15 00 10:30 2000 10:30 00 10:45 0000 10:45 00 11:00 0100 11:00 00 11:15 1100 11:15 00 11:30 0000 11:30 00 11:45 0000 11:45 00 0 0 0 0 0 0 0 0 0 0 8 TotalTimeVolume 0 0 Bikes on Road 2 3 0 0 0 4 0 0 0 0 0 Total Light Vehicles Heavy Vehicles Time Volume Volume DHMDESIGN.COM Location: CO Extreme Drwy S/O CR 100 Date:02-23-2022 Site Code: 1 12:00 0100 12:00 00 12:15 0000 12:15 00 12:30 0000 12:30 00 12:45 1000 12:45 00 13:00 0100 13:00 00 13:15 2200 13:15 00 13:30 0000 13:30 00 13:45 0100 13:45 00 14:00 0000 14:00 00 14:15 0000 14:15 00 14:30 0000 14:30 00 14:45 1100 14:45 00 15:00 0011 15:00 00 15:15 0100 15:15 00 15:30 0000 15:30 00 15:45 1200 15:45 00 16:00 0 5 0 0 16:00 0 0 16:15 2 9 0 0 16:15 0 0 16:30 6 3 0 0 16:30 0 0 16:45 0 4 0 0 16:45 0 0 17:00 0 5 0 0 17:00 0 0 17:15 2 8 0 0 17:15 0 0 17:30 9 0 0 0 28 17:30 0 0 17:45 4 1 0 0 29 17:45 0 0 18:00 1 4 0 0 29 18:00 0 0 18:15 2900 30 18:15 00 18:30 11 2 0 0 34 18:30 0 0 18:45 3 0 0 0 32 18:45 0 0 19:00 1000 28 19:00 00 19:15 0 1 0 0 18 19:15 0 0 19:30 1 1 0 0 7 19:30 0 0 19:45 5 2 0 0 11 19:45 0 0 20:00 10 0 0 0 20 20:00 0 0 20:15 1 0 0 0 20 20:15 0 0 20:30 0 0 0 0 18 20:30 0 0 20:45 0 0 0 0 20:45 0 0 21:00 0 0 0 0 21:00 0 0 21:15 0000 21:15 00 21:30 0 0 0 0 21:30 0 0 21:45 0 0 0 0 21:45 0 0 22:00 0 0 0 0 22:00 0 0 22:15 0000 22:15 00 22:30 0 0 0 0 22:30 0 0 22:45 0 0 0 0 22:45 0 0 23:00 0 0 0 0 23:00 0 0 23:15 0 0 0 0 23:15 0 0 23:30 0 0 0 0 23:30 0 0 23:45 0 0 0 0 23:45 0 0 24‐HOUR TOTAL 70 71 2 2 145 24‐HOUR TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 6 29 0 0 0 11 0 0 0 29 32 11 2 6 2 Location: CO Extreme Drwy S/O CR 100 Date:02-25-2023 Site Code: 1 NB SB NB SB NB SB 0:00 0 0 0 0 0:00 0 0 0:15 0 000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 0 0 0 0 0:45 0 0 1:00 0 0 0 0 1:00 0 0 1:15 0 0 0 0 1:15 0 0 1:30 0 0 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 0 0 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 0 0 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 0 0 0 3:00 0 0 3:15 0 000 3:15 00 3:30 0 0 0 0 3:30 0 0 3:45 0 0 0 0 3:45 0 0 4:00 0 0 0 0 4:00 0 0 4:15 0 0 0 0 4:15 0 0 4:30 0 0 0 0 4:30 0 0 4:45 0 0 0 0 4:45 0 0 5:00 0 0 0 0 5:00 0 0 5:15 0 0 0 0 5:15 0 0 5:30 0 0 0 0 5:30 0 0 5:45 0 0 0 0 5:45 0 0 6:00 0 0 0 0 6:00 0 0 6:15 0 000 6:15 00 6:30 0 0 0 0 6:30 0 0 6:45 0 0 0 0 6:45 0 0 7:00 0 0 0 0 7:00 0 0 7:15 0 0 0 0 7:15 0 0 7:30 0 0 0 0 7:30 0 0 7:45 0 1 0 0 7:45 0 0 8:00 0 000 8:00 00 8:15 0 000 8:15 00 8:30 0 100 8:30 00 8:45 0 100 8:45 00 9:00 0 100 9:00 00 9:15 2 000 9:15 00 9:30 1 300 9:30 00 9:45 0 200 9:45 00 10:00 0 200 10 10:00 00 10:15 0 000 8 10:15 00 10:30 0 000 4 10:30 00 10:45 1 000 3 10:45 00 11:00 4 000 5 11:00 00 11:15 2 000 7 11:15 00 11:30 0 000 11:30 00 11:45 0 000 11:45 00 0 0 0 0 Bikes on Road TotalTimeVolume 0 0 0 0 0 0 0 0 1 2 9 0 0 0 0 0 Total Light Vehicles Heavy Vehicles Time Volume Volume 30 60 DHMDESIGN.COM Location: CO Extreme Drwy S/O CR 100 Date:02-25-2023 Site Code: 1 12:00 0 000 12:00 00 12:15 0 001 12:15 00 12:30 0 000 12:30 00 12:45 0 000 12:45 00 13:00 0 100 13:00 00 13:15 0 000 13:15 00 13:30 0 000 13:30 00 13:45 0 010 13:45 00 14:00 0 000 14:00 00 14:15 1 000 14:15 00 14:30 1 100 14:30 00 14:45 0 000 14:45 00 15:00 0 000 15:00 00 15:15 0 000 15:15 00 15:30 1 100 15:30 00 15:45 0 100 15:45 00 16:00 0 0 0 0 16:00 0 0 16:15 0 0 0 0 16:15 0 0 16:30 0 0 0 0 16:30 0 0 16:45 0 0 0 0 16:45 0 0 17:00 0 0 0 0 17:00 0 0 17:15 0 2 0 0 2 17:15 0 0 17:30 0 4 0 0 6 17:30 0 0 17:45 0 8 0 0 14 17:45 0 0 18:00 1 5 0 0 20 18:00 0 0 18:15 3 600 27 18:15 00 18:30 0 9 0 0 32 18:30 0 0 18:45 0 3 0 0 27 18:45 0 0 19:00 0 000 21 19:00 00 19:15 3 0 0 0 15 19:15 0 0 19:30 3 2 0 0 11 19:30 0 0 19:45 1 0 0 0 9 19:45 0 0 20:00 2 1 0 0 12 20:00 0 0 20:15 2 0 0 0 11 20:15 0 0 20:30 13 0 0 0 19 20:30 0 0 20:45 9 0 0 0 27 20:45 0 0 21:00 4 1 0 0 29 21:00 0 0 21:15 1 000 28 21:15 00 21:30 0 0 0 0 15 21:30 0 0 21:45 0 0 0 0 6 21:45 0 0 22:00 1 0 0 0 22:00 0 0 22:15 0 000 22:15 00 22:30 0 0 0 0 22:30 0 0 22:45 0 0 0 0 22:45 0 0 23:00 0 0 0 0 23:00 0 0 23:15 0 0 0 0 23:15 0 0 23:30 0 0 0 0 23:30 0 0 23:45 0 0 0 0 23:45 0 0 24‐HOUR TOTAL 56 56 1 1 114 24‐HOUR TOTAL 0 0 0 10 20 30 30 00 14 0 27 0 10 00 90 27 0 60 Location: CR 100 W/O CO Extreme Drwy Date:02-23-2022 Site Code: 3 WB EB WB EB WB EB 0:00 2 1 0 0 0:00 0 0 0:15 0000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 3 0 0 0 0:45 0 0 1:00 1 1 0 0 1:00 0 0 1:15 0 1 0 0 1:15 0 0 1:30 1 0 0 0 1:30 0 0 1:45 1 1 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 1 2 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 1 0 0 3:00 0 0 3:15 0000 3:15 00 3:30 0 1 0 0 3:30 0 0 3:45 0 1 0 0 3:45 0 0 4:00 1 1 0 0 4:00 0 0 4:15 0 3 0 0 4:15 0 0 4:30 1 1 0 0 4:30 0 0 4:45 0 1 0 0 4:45 0 0 5:00 0 5 0 0 5:00 0 0 5:15 5 4 0 0 5:15 0 0 5:30 2 8 0 0 5:30 0 0 5:45 3 6 0 0 5:45 0 0 6:00 2 17 0 1 6:00 0 0 6:15 5 23 0 3 6:15 00 6:30 5 38 1 5 6:30 0 0 6:45 7 37 1 4 6:45 0 0 7:00 7 41 0 3 7:00 0 0 7:15 23 45 2 0 7:15 0 0 7:30 31 75 0 1 277 7:30 0 0 7:45 47 51 0 3 329 7:45 0 0 8:00 38 62 1 1 380 8:00 00 8:15 28 88 1 4 431 8:15 00 8:30 27 37 1 3 392 8:30 00 8:45 24 35 0 2 352 8:45 00 9:00 24 39 0 1 9:00 00 9:15 19 30 0 2 9:15 00 9:30 17 24 1 0 9:30 00 9:45 26 34 0 0 9:45 00 10:00 28 22 2 2 10:00 00 10:15 29 31 0 3 10:15 00 10:30 26 27 0 1 10:30 00 10:45 20 28 3 1 10:45 00 11:00 21 26 1 1 11:00 00 11:15 28 25 1 1 11:15 00 11:30 21 24 2 0 11:30 00 11:45 42 29 1 0 11:45 00 Light Vehicles Heavy Vehicles Time Volume Volume 0 0 0 223 223 33 149 329 352 217 5 TotalTimeVolume 0 0 Bikes on Road 6 6 3 8 Total 0 0 0 0 0 0 0 DHMDESIGN.COM Location: CR 100 W/O CO Extreme Drwy Date:02-23-2022 Site Code: 3 12:00 17 37 3 3 12:00 00 12:15 30 22 0 2 12:15 00 12:30 25 31 1 1 12:30 00 12:45 32 32 1 0 12:45 00 13:00 28 32 5 3 13:00 00 13:15 22 25 1 3 13:15 00 13:30 29 31 3 1 13:30 00 13:45 33 19 0 0 13:45 00 14:00 30 32 7 3 14:00 00 14:15 32 29 3 1 14:15 00 14:30 39 21 0 0 14:30 00 14:45 55 34 1 2 14:45 00 15:00 42 29 1 1 15:00 00 15:15 33 42 3 1 15:15 00 15:30 52 41 6 1 15:30 00 15:45 58 33 4 1 15:45 00 16:00 62 32 2 0 16:00 0 0 16:15 62 48 3 0 16:15 0 0 16:30 69 36 3 0 16:30 0 0 16:45 74 39 1 1 432 16:45 0 0 17:00 79 39 2 0 456 17:00 0 0 17:15 88 41 2 1 475 17:15 0 0 17:30 72 48 1 0 488 17:30 0 0 17:45 75 36 2 0 486 17:45 0 0 18:00 59 28 0 0 453 18:00 0 0 18:15 54 35 1 0 411 18:15 00 18:30 46 24 0 0 18:30 0 0 18:45 26 19 0 0 18:45 0 0 19:00 22 14 0 0 19:00 00 19:15 26 19 1 0 19:15 0 0 19:30 17 18 0 0 19:30 0 0 19:45 16 25 0 0 19:45 0 0 20:00 12 15 0 0 20:00 0 0 20:15 13 17 0 0 20:15 0 0 20:30 11 17 0 0 20:30 0 0 20:45 13 18 0 0 20:45 0 0 21:00 14 15 0 0 21:00 0 0 21:15 6900 21:15 00 21:30 12 8 0 0 21:30 0 0 21:45 7 4 0 0 21:45 0 0 22:00 12 12 0 0 22:00 0 0 22:15 4700 22:15 00 22:30 6 3 0 1 22:30 0 0 22:45 5 4 0 0 22:45 0 0 23:00 0 5 0 0 23:00 0 0 23:15 1 4 0 0 23:15 0 0 23:30 4 1 0 0 23:30 0 0 23:45 6 0 0 0 23:45 0 0 24‐HOUR TOTAL 2097 2057 75 68 4297 24‐HOUR TOTAL 000 348 432 237 235 289 116 75 54 21 486 292 158 0 0 0 0 0 0 0 0 0 0 0 0 Location: CR 100 W/O CO Extreme Drwy Date:02-25-2023 Site Code: 3 WB EB WB EB WB EB 0:00 6 6 0 0 0:00 0 0 0:15 2 000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 2 2 0 0 0:45 0 0 1:00 2 1 0 0 1:00 0 0 1:15 1 1 0 0 1:15 0 0 1:30 2 2 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 0 1 0 0 2:00 0 0 2:15 2 1 0 0 2:15 0 0 2:30 1 1 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 1 0 0 0 3:00 0 0 3:15 1 000 3:15 00 3:30 2 0 0 0 3:30 0 0 3:45 1 1 0 0 3:45 0 0 4:00 0 2 0 0 4:00 0 0 4:15 0 2 0 0 4:15 0 0 4:30 0 2 0 0 4:30 0 0 4:45 0 1 0 0 4:45 0 0 5:00 1 3 0 0 5:00 0 0 5:15 0 4 0 0 5:15 0 0 5:30 1 3 0 0 5:30 0 0 5:45 1 2 0 0 5:45 0 0 6:00 0 4 0 1 6:00 0 0 6:15 1 801 6:15 00 6:30 2 11 0 2 6:30 0 0 6:45 2 21 0 1 6:45 0 0 7:00 3 17 0 0 7:00 0 0 7:15 4 19 0 2 7:15 0 0 7:30 5 25 1 0 7:30 0 0 7:45 5 39 0 0 7:45 0 0 8:00 10 35 0 1 8:00 00 8:15 15 46 0 0 8:15 00 8:30 12 35 0 0 8:30 00 8:45 18 32 0 0 8:45 00 9:00 10 26 0 1 9:00 00 9:15 17 35 0 0 9:15 00 9:30 14 36 0 1 9:30 00 9:45 23 27 1 0 9:45 00 10:00 26 28 0 0 10:00 00 10:15 19 28 0 0 10:15 00 10:30 29 37 1 1 220 10:30 00 10:45 24 28 0 0 221 10:45 00 11:00 32 15 0 0 214 11:00 00 11:15 22 29 0 0 218 11:15 00 11:30 24 36 0 0 210 11:30 10 11:45 34 26 2 0 220 11:45 00 221 0 220 1 Total Light Vehicles Heavy Vehicles Time Volume Volume 191 18 9 6 6 7 15 0 54 120 204 Time Volume 0 0 0 0 0 0 0 Bikes on Road Total 0 0 DHMDESIGN.COM Location: CR 100 W/O CO Extreme Drwy Date:02-25-2023 Site Code: 3 12:00 16 28 4 0 221 12:00 00 12:15 24 25 1 0 220 12:15 01 12:30 26 32 0 1 219 12:30 01 12:45 23 24 1 0 205 12:45 00 13:00 23 26 0 0 206 13:00 12 13:15 23 38 0 1 218 13:15 00 13:30 36 28 0 0 223 13:30 20 13:45 33 28 1 0 237 13:45 00 14:00 29 21 0 0 238 14:00 00 14:15 37 44 2 0 259 14:15 01 14:30 30 31 0 0 256 14:30 00 14:45 40 27 0 0 261 14:45 00 15:00 44 27 0 0 282 15:00 00 15:15 38 28 0 1 266 15:15 10 15:30 62 17 0 0 284 15:30 00 15:45 46 33 1 0 297 15:45 00 16:00 39 35 1 1 302 16:00 0 0 16:15 63 29 0 0 327 16:15 0 1 16:30 69 21 0 0 338 16:30 0 0 16:45 52 24 0 0 334 16:45 0 0 17:00 50 24 0 0 332 17:00 0 0 17:15 49 29 0 0 318 17:15 0 0 17:30 39 28 0 0 295 17:30 0 0 17:45 43 33 0 0 295 17:45 0 0 18:00 35 20 0 1 277 18:00 0 0 18:15 40 28 0 0 267 18:15 00 18:30 31 20 1 0 252 18:30 0 0 18:45 26 20 0 0 222 18:45 0 0 19:00 19 17 0 0 202 19:00 00 19:15 19 16 0 2 171 19:15 0 0 19:30 18 15 0 0 152 19:30 0 0 19:45 12 21 0 0 139 19:45 0 0 20:00 7 16 0 0 20:00 0 0 20:15 10 10 0 0 20:15 0 0 20:30 15 10 1 0 20:30 0 0 20:45 5 18 0 0 20:45 0 0 21:00 19 15 0 0 21:00 0 0 21:15 11 800 21:15 00 21:30 13 10 0 0 21:30 0 0 21:45 16 13 1 0 21:45 0 0 22:00 12 15 0 0 22:00 0 0 22:15 12 700 22:15 00 22:30 10 3 0 0 22:30 0 0 22:45 6 4 0 0 22:45 0 0 23:00 4 6 0 0 23:00 0 0 23:15 8 4 0 0 23:15 0 0 23:30 7 5 0 1 23:30 0 0 23:45 4 3 0 0 23:45 0 0 24‐HOUR TOTAL 1670 1662 19 19 3370 24‐HOUR TOTAL 5 6 11 69 0 42 0 139 0 92 0 106 0 334 1 295 0 222 0 237 5 261 1 297 1 205 2 Location: CR 100 N/O Roaring Fork Bridge Date:02-23-2022 Site Code: 4 NB SB NB SB NB SB 0:00 1 2 0 0 0:00 0 0 0:15 0000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 0 3 0 0 0:45 0 0 1:00 1 1 0 0 1:00 0 0 1:15 1 0 0 0 1:15 0 0 1:30 0 1 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 2 1 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 0 0 0 3:00 0 0 3:15 1000 3:15 00 3:30 1 0 0 0 3:30 0 0 3:45 1 0 0 0 3:45 0 0 4:00 0 0 1 1 4:00 0 0 4:15 2 0 0 0 4:15 0 0 4:30 1 1 0 0 4:30 0 0 4:45 2 0 0 0 4:45 0 0 5:00 6 0 0 0 5:00 0 0 5:15 4 5 0 0 5:15 0 0 5:30 8 3 0 0 5:30 0 0 5:45 4 2 0 0 5:45 0 0 6:00 16 2 2 0 6:00 0 0 6:15 18540 6:15 00 6:30 41 5 4 1 6:30 0 0 6:45 36 7 5 1 6:45 0 0 7:00 36 6 1 2 7:00 0 0 7:15 49 21 2 2 219 7:15 0 0 7:30 70 34 1 0 273 7:30 0 0 7:45 52 46 3 0 325 7:45 0 0 8:00 59 37 1 2 379 8:00 00 8:15 93 28 3 1 430 8:15 00 8:30 41 25 2 0 393 8:30 00 8:45 32 25 2 0 351 8:45 00 9:00 39 22 2 0 315 9:00 00 9:15 30 20 1 0 241 9:15 00 9:30 23 15 1 2 9:30 00 9:45 32 25 0 3 9:45 00 10:00 25 26 2 1 10:00 00 10:15 25 29 4 0 10:15 00 10:30 30 27 1 1 10:30 00 10:45 25 17 1 2 10:45 00 11:00 30 22 1 1 11:00 00 11:15 22 24 1 2 11:15 00 11:30 21 21 3 3 11:30 00 11:45 33 38 0 2 11:45 00 0 0 0 0 0 0 0 Bikes on Road 6 4 3 8 Total TotalTimeVolume 0 0 0 0 0 216 224 32 147 325 351 215 5 Light Vehicles Heavy Vehicles Time Volume Volume DHMDESIGN.COM Location: CR 100 N/O Roaring Fork Bridge Date:02-23-2022 Site Code: 4 12:00 35 22 2 2 12:00 00 12:15 20 28 2 1 12:15 00 12:30 31 18 0 1 12:30 00 12:45 33 35 0 1 12:45 00 13:00 33 29 3 5 13:00 00 13:15 24 21 3 1 13:15 00 13:30 26 28 1 3 13:30 00 13:45 25 35 1 1 13:45 00 14:00 29 32 2 5 14:00 00 14:15 30 31 1 3 14:15 00 14:30 21 40 0 0 14:30 00 14:45 28 53 1 1 14:45 00 15:00 35 38 2 1 15:00 00 15:15 40 33 2 3 15:15 00 15:30 39 54 1 6 15:30 00 15:45 35 62 1 4 15:45 00 16:00 30 55 0 4 16:00 0 0 16:15 39 78 2 4 16:15 0 0 16:30 37 66 1 4 422 16:30 0 0 16:45 35 80 1 3 439 16:45 0 0 17:00 47 83 0 0 480 17:00 0 0 17:15 36 79 1 2 475 17:15 0 0 17:30 46 75 0 1 489 17:30 0 0 17:45 40 74 0 3 487 17:45 0 0 18:00 29 55 0 1 442 18:00 0 0 18:15 29 52 0 1 406 18:15 00 18:30 26 43 0 0 353 18:30 0 0 18:45 20 23 0 0 18:45 0 0 19:00 18 22 0 0 19:00 00 19:15 12 27 0 1 19:15 0 0 19:30 16 15 0 0 19:30 0 0 19:45 22 15 0 0 19:45 0 0 20:00 19 5 0 0 20:00 0 0 20:15 21 16 0 0 20:15 0 0 20:30 18 8 0 0 20:30 0 0 20:45 18 15 0 0 20:45 0 0 21:00 16 15 0 0 21:00 0 0 21:15 10600 21:15 00 21:30 10 13 0 0 21:30 0 0 21:45 4 7 0 1 21:45 0 0 22:00 12 10 0 0 22:00 0 0 22:15 7500 22:15 00 22:30 2 5 1 0 22:30 0 0 22:45 3 5 1 0 22:45 0 0 23:00 5 0 0 0 23:00 0 0 23:15 4 1 0 0 23:15 0 0 23:30 1 5 0 0 23:30 0 0 23:45 0 5 0 0 23:45 0 0 24‐HOUR TOTAL 2030 2069 77 90 4266 24‐HOUR TOTAL 000 0 0 0 0 0 0 0 0 0 0 0 0 120 82 51 21 487 279 148 356 439 231 239 277 Location: CR 100 E/O Snowmass Dr Date:02-23-2022 Site Code: 5 WB EB WB EB WB EB 0:00 2 1 0 0 0:00 0 0 0:15 1000 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 2 0 0 0 0:45 0 0 1:00 1 1 0 0 1:00 0 0 1:15 0 1 0 0 1:15 0 0 1:30 0 0 0 0 1:30 0 0 1:45 2 1 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 0 0 0 0 2:15 0 0 2:30 0 2 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 1 0 0 3:00 0 0 3:15 0000 3:15 00 3:30 0 2 0 0 3:30 0 0 3:45 0 1 0 0 3:45 0 0 4:00 0 0 0 1 4:00 0 0 4:15 1 3 1 0 4:15 0 0 4:30 1 2 0 0 4:30 0 0 4:45 0 0 0 0 4:45 0 0 5:00 1 11 0 0 5:00 0 0 5:15 1 13 0 1 5:15 0 0 5:30 0 9 0 0 5:30 0 0 5:45 3 12 0 1 5:45 0 0 6:00 2 21 0 1 6:00 0 0 6:15 4 22 0 0 6:15 00 6:30 10 40 1 2 6:30 0 0 6:45 10 53 0 3 6:45 0 0 7:00 7 46 1 0 7:00 0 0 7:15 18 58 2 0 251 7:15 0 0 7:30 30 74 1 2 305 7:30 0 0 7:45 37 48 0 1 325 7:45 0 0 8:00 56 79 0 2 408 8:00 00 8:15 19 84 2 4 439 8:15 00 8:30 34 28 1 1 396 8:30 00 8:45 24 43 0 0 377 8:45 00 9:00 27 34 1 0 302 9:00 00 9:15 17 28 0 0 238 9:15 00 9:30 25 27 1 2 9:30 00 9:45 28 36 0 1 9:45 00 10:00 30 24 0 0 10:00 00 10:15 27 36 0 3 10:15 00 10:30 29 29 2 0 10:30 00 10:45 23 34 1 1 10:45 00 11:00 17 28 0 0 11:00 00 11:15 33 30 0 0 11:15 00 11:30 19 32 3 0 11:30 00 11:45 37 33 1 2 11:45 00 Total Light Vehicles Heavy Vehicles Time Volume Volume 227 6 6 4 4 9 Bikes on Road 239 235 52 169 325 TotalTimeVolume 0 0 0 0 0 0 0 0 0 0 0 0 377 DHMDESIGN.COM Location: CR 100 E/O Snowmass Dr Date:02-23-2022 Site Code: 5 12:00 30 37 3 0 12:00 00 12:15 34 29 0 4 12:15 00 12:30 31 40 3 2 12:30 00 12:45 35 46 0 1 12:45 00 13:00 39 22 1 3 13:00 00 13:15 24 26 2 1 13:15 00 13:30 37 33 2 0 13:30 00 13:45 35 25 0 1 13:45 00 14:00 23 36 3 0 14:00 00 14:15 45 32 3 0 14:15 00 14:30 32 23 0 0 14:30 00 14:45 62 32 1 0 14:45 00 15:00 55 41 1 1 15:00 00 15:15 35 48 1 1 15:15 00 15:30 50 44 2 1 15:30 00 15:45 58 39 2 1 15:45 00 16:00 63 35 1 0 16:00 0 0 16:15 70 50 5 2 423 16:15 0 0 16:30 77 36 0 2 441 16:30 0 0 16:45 81 45 3 3 473 16:45 0 0 17:00 91 42 0 1 508 17:00 0 0 17:15 84 46 1 0 512 17:15 0 0 17:30 76 41 0 0 514 17:30 0 0 17:45 85 40 2 0 509 17:45 0 0 18:00 58 44 0 0 477 18:00 0 0 18:15 67 23 0 1 437 18:15 00 18:30 43 24 0 0 387 18:30 0 0 18:45 39 15 0 0 314 18:45 0 0 19:00 24 17 1 0 254 19:00 00 19:15 25 20 1 0 209 19:15 0 0 19:30 23 19 0 0 19:30 0 0 19:45 23 23 0 0 19:45 0 0 20:00 13 14 0 0 20:00 0 0 20:15 13 21 0 0 20:15 0 0 20:30 13 22 0 0 20:30 0 0 20:45 9 15 0 0 20:45 0 0 21:00 12 15 0 0 21:00 0 0 21:15 12700 21:15 00 21:30 10 11 0 0 21:30 0 0 21:45 8 3 0 0 21:45 0 0 22:00 13 12 0 0 22:00 0 0 22:15 5800 22:15 00 22:30 6 5 0 0 22:30 0 0 22:45 3 6 0 0 22:45 0 0 23:00 2 3 0 0 23:00 0 0 23:15 1 3 0 0 23:15 0 0 23:30 4 1 0 0 23:30 0 0 23:45 2 0 0 0 23:45 0 0 24‐HOUR TOTAL 2259 2247 56 53 4615 24‐HOUR TOTAL 000 120 78 58 16 509 314 176 295 251 292 380 473 0 0 0 0 0 0 0 0 0 0 0 0 Location: CR 100 N/O Roaring Fork Bridge Date:02-25-2023 Site Code: 4 NB SB NB SB NB SB 0:00 6 6 0 0 0:00 0 0 0:15 0 200 0:15 00 0:30 0 0 0 0 0:30 0 0 0:45 2 2 0 0 0:45 0 0 1:00 1 2 0 0 1:00 0 0 1:15 1 1 0 0 1:15 0 0 1:30 2 3 0 0 1:30 0 0 1:45 0 0 0 0 1:45 0 0 2:00 1 1 0 0 2:00 0 0 2:15 1 2 0 0 2:15 0 0 2:30 1 1 0 0 2:30 0 0 2:45 0 0 0 0 2:45 0 0 3:00 0 1 0 0 3:00 0 0 3:15 1 000 3:15 00 3:30 0 2 0 0 3:30 0 0 3:45 2 2 0 0 3:45 0 0 4:00 1 0 0 0 4:00 0 0 4:15 2 1 0 0 4:15 0 0 4:30 2 0 0 0 4:30 0 0 4:45 2 2 0 0 4:45 0 0 5:00 3 0 0 0 5:00 0 0 5:15 3 0 0 0 5:15 0 0 5:30 4 1 0 0 5:30 0 0 5:45 1 1 0 0 5:45 0 0 6:00 4 0 0 0 6:00 0 0 6:15 9 120 6:15 00 6:30 13 2 2 0 6:30 0 0 6:45 20 3 1 0 6:45 0 0 7:00 17 5 0 0 7:00 0 0 7:15 17 3 2 1 7:15 0 0 7:30 25 5 0 1 7:30 0 0 7:45 39 7 0 0 7:45 0 0 8:00 37 10 0 0 8:00 00 8:15 44 13 0 0 8:15 00 8:30 37 14 0 0 8:30 00 8:45 33 19 0 0 8:45 00 9:00 26 910 9:00 00 9:15 36 16 00 9:15 00 9:30 35 16 1 0 9:30 00 9:45 23 23 0 1 9:45 00 10:00 27 29 0 0 10:00 00 10:15 25 17 0 1 10:15 00 10:30 36 29 1 0 10:30 00 10:45 32 26 0 0 10:45 00 11:00 19 28 0 0 11:00 00 11:15 28 18 0 0 11:15 00 11:30 36 25 0 0 212 11:30 01 11:45 26 33 0 2 215 11:45 00 0 0 0 0 Bikes on Road TotalTimeVolume 0 0 0 0 0 13 0 57 122 207 187 18 10 7 8 10 Total Light Vehicles Heavy Vehicles Time Volume Volume 223 0 215 1 DHMDESIGN.COM Location: CR 100 N/O Roaring Fork Bridge Date:02-25-2023 Site Code: 4 12:00 28 16 0 4 216 12:00 00 12:15 27 24 1 0 222 12:15 00 12:30 31 28 1 0 221 12:30 00 12:45 20 22 0 1 203 12:45 10 13:00 30 27 0 0 212 13:00 22 13:15 32 21 1 0 214 13:15 00 13:30 32 35 0 0 221 13:30 02 13:45 30 38 0 0 246 13:45 00 14:00 20 27 0 0 236 14:00 00 14:15 45 49 0 1 277 14:15 00 14:30 27 25 0 0 262 14:30 10 14:45 32 38 0 0 264 14:45 00 15:00 28 48 0 0 293 15:00 00 15:15 29 38 0 0 265 15:15 01 15:30 21 62 0 1 297 15:30 00 15:45 33 46 0 0 306 15:45 00 16:00 32 47 0 1 310 16:00 0 0 16:15 34 65 0 0 342 16:15 1 0 16:30 20 62 0 1 341 16:30 0 0 16:45 27 54 0 0 343 16:45 0 0 17:00 26 50 0 0 339 17:00 1 0 17:15 22 51 0 0 313 17:15 0 0 17:30 27 42 0 0 299 17:30 0 0 17:45 30 48 0 1 297 17:45 0 0 18:00 19 38 0 0 278 18:00 0 0 18:15 32 41 0 0 278 18:15 00 18:30 23 42 0 1 275 18:30 0 0 18:45 19 25 0 0 240 18:45 0 0 19:00 17 20 0 0 220 19:00 00 19:15 18 18 1 0 184 19:15 0 0 19:30 17 16 0 0 19:30 0 0 19:45 21 12 0 0 19:45 0 0 20:00 17 9 0 0 20:00 0 0 20:15 10 8 0 0 20:15 0 0 20:30 21 14 0 0 20:30 0 0 20:45 27 6 0 0 20:45 0 0 21:00 16 16 0 0 21:00 0 0 21:15 9 11 0 0 21:15 00 21:30 10 15 0 0 21:30 0 0 21:45 12 19 0 0 21:45 0 0 22:00 15 10 0 0 22:00 0 0 22:15 81100 22:15 00 22:30 3 10 0 0 22:30 0 0 22:45 5 5 0 0 22:45 0 0 23:00 5 5 0 0 23:00 0 0 23:15 4 8 0 0 23:15 0 0 23:30 6 7 1 0 23:30 0 0 23:45 2 6 0 0 23:45 0 0 24‐HOUR TOTAL 1699 1716 15 17 3447 24‐HOUR TOTAL 6 6 12 203 1 246 6 264 1 306 1 343 1 297 1 240 0 67 0 44 0 140 0 112 0 108 0 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 Date: 07/13/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.25 TOTAL 2.0%0.85 TH RT WB 1.3%0.83 NB 0.0%0.50 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 2.4%0.85 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min TotalUTLTTHRT 0 0 19 0 0 0 0 0 0 74 0 7:15 AM 0 0 60 0 0 0 0 0 0 07:00 AM 0 0 54 0 0 0 20 0 0 0 79 0 7:45 AM 0 0 85 0 0 0 0 0 0 0 79 0 7:30 AM 0 0 59 0 0 0 20 0 0 0 0 0 0 131 363 8:00 AM 0 0 80 1 0 1 30 0 0 0 0 0 00145000 0 0 36 0 0 0 0 0 0 112 401 8:15 AM 0 0 62 0 0 0 0 0 0 0 0 0 0 102 445 8:45 AM 0 0 61 0 0 0 0 0 1 0 100 422 8:30 AM 0 0 62 0 0 3 36 0 1 0 1 0 0 121 4350000120057000 Count Total 0 0 523 1 0 5 263 1 1 2 798 0 Peak Hour All 0 0 289 0 0 0 0 2 0 0 0 0 0 9 02 0 0 0 0 0 0 445 0 HV 0 0 7 0 0 0 0 0 2 0 1 010514700 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%--2%0%1%----HV%--2%0%- 0 0 7:15 AM 1 1 0 0 2 0 1 0 0 0 0 0 0 West North South 7:00 AM 2 1 0 0 3 0 EB WB NB SB Total East 7:45 AM 3 0 0 0 3 0 0 0 0 0 0 0 7:30 AM 3 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 8:15 AM 2 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 1 0 0 2 0 0 0 0 0 0 0 8:45 AM 2 1 0 1 4 0 0 0 0 0 0 0 8:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hour 7 2 0 0 9 0 0 1 0 0 1 0 0Count Total 15 5 0 1 21 0 00 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr i v e w a y 445TEV: 0.85PHF: 0 0 1 1 0 0 0 147 5 152 2920 200 26 0 1 289 0 290 147 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One HourEastboundWestbound 0 0 0 3 0 7:15 AM 0 0 1 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 2 0 0 0 1 UT LT TH RT UT LT 2 0 7:30 AM 0 0 3 0 0 0 0 0 0 0 0 0 00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0 7:45 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 2 10 8:15 AM 0 0 2 0 0 0 0 0 0 0 3 11 8:00 AM 0 0 1 0 0 0 1 0 0 0 0 0 0 3 11 8:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 00 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 9 8:45 AM 0 0 2 0 0 0 0 0 0 0 4 100 0 0 0 0 1 0 0 1 21 0 Peak Hour 0 0 7 0 0 0 0 0 0 0Count Total 0 0 15 0 0 0 5 0 07:00 AM RT 9 0 Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One Hour 0 0 0 0 0 00 0 2 0 0 0 RTTHLT RTTHLTRT 1 8:00 AM 000 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 10 0 0 00 07:15 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 00 0 0 00 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000 00 0 0 0 Peak Hour 0 0Count Total 0 THLT 00 0 0 00 0 1 000 0 0 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 1 0 0 000 0 0 0 000 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0 Date: 07/13/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 0.0%0.25 TOTAL 2.2%0.89 WB 3.0%0.84 NB 0.0%0.25 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.9%0.86 1 0 0 0 1 Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 175 0 5:00 PM 0 62 0 0 0 76 1 0 0 0 0 0 0 0 0 139 0 4:45 PM 0 0 65 1 0 0 106 1 0 0 0 0 0 145 625 5:15 PM 0 48 0 0 0 118 0 0 0 0 0 0 0 0 0 1 625 0 HV 0 0 2 0 0 0 11 1 0 0 0 0 166 0 5:30 PM 1 51 0 0 0 93 0 0 0 0 0 0 0 Peak Hour All 0 1 226 1 0 0 393 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 14 0 HV%-0%1%0%--3%50%---0%---0%2%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 0 1 6 0 0 7 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 Peak Hour 2 12 0 0 14 0 0 0 0 0 0 0 0 0 5:30 PM 5:00 PM 5:15 PM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr i v e w a y 625TEV: 0.89PHF: 1 0 0 1 3 0 2 393 0 395 2270 100 11 0 1 226 1 228 394 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min TotalUTLTTHRT 0 0 95 0 0 0 0 0 0 128 0 4:15 PM 0 0 57 0 0 0 0 0 0 04:00 PM 0 0 46 0 0 0 82 0 0 0 125 0 4:45 PM 0 0 65 1 0 0 0 0 0 0 152 0 4:30 PM 0 0 55 0 0 0 70 0 0 0 0 0 0 175 580 5:00 PM 0 0 62 0 0 0 76 0 1 0 0 0 10 0 106 1 0 0 0 0 118 0 0 0 0 0 0 139 591 5:15 PM 0 0 48 0 1 0 0 0 0 0 0 0 0 145 625 5:45 PM 0 0 48 0 0 0 0 0 0 0 166 605 5:30 PM 0 1 51 0 0 0 93 0 0 0 0 0 0 149 599 6:00 PM 0 0 47 0 0 0 104 0 0 0 0 0 000101000 0 0 100 0 0 0 0 0 0 152 612 6:15 PM 0 0 28 0 1 0 0 0 0 0 0 0 0 128 560 6:45 PM 0 0 40 0 0 0 0 0 0 0 131 577 6:30 PM 0 0 32 0 0 0 96 0 0 0 2 0 1 110 521 7:00 PM 0 0 36 0 0 0 86 0 1 0 0 0 00168000 0 0 51 0 0 0 0 0 0 122 491 7:15 PM 0 0 21 0 0 0 0 0 0 0 0 0 0 87 391 7:45 PM 0 0 28 0 0 0 0 0 0 0 72 432 7:30 PM 0 0 29 0 0 0 58 0 0 0 0 0 0 79 3600000000050100 Count Total 0 1 693 1 0 1 1,354 2 0 2 2,060 0 Peak Hour All 0 1 226 4 0 0 0 2 0 0 0 0 0 14 0111 0 0 0 0 1 625 0 HV 0 0 2 0 0 0 0 0 1 0 0 010039320 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%---0%2%-3%50%---HV%-0%1%0%- 0 0 4:15 PM 1 5 0 0 6 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 8 0 0 8 0 EB WB NB SB Total East 4:45 PM 1 6 0 0 7 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 1 1 0 0 2 0 0 0 0 0 0 0 5:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 5:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 6:15 PM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 6:45 PM 1 0 0 0 1 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 Peak Hour 2 12 0 0 14 0 0 0 0 0 0 0 0Count Total 5 31 0 0 36 0 0000000 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One HourEastboundWestbound 0 0 0 8 0 4:15 PM 0 0 1 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 8 UT LT TH RT UT LT 6 0 4:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 00 0 5 0 0 0 0 0 6 0 0 0 0 0 0 1 0 4:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 2 16 5:15 PM 0 0 0 0 1 0 0 0 0 0 7 22 5:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 4 14 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 00 0 4 0 0 0 0 0 1 0 0 0 0 0 0 1 14 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 6:15 PM 0 0 1 0 0 0 0 0 0 0 1 8 6:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 2 5 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4 7:15 PM 0 0 0 0 0 0 0 0 0 0 1 4 7:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 3 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 36 0 Peak Hour 0 0 2 0 1 0 0 0 0 0Count Total 0 0 5 0 0 0 30 0 04:00 PM RT 14 0 Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One Hour 0 0 0 0 0 00 0 11 1 0 0 RTTHLT RTTHLTRT 0 5:00 PM 000 0 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00 0 0 00 04:15 PM 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 00 0 0 00 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 00 0 0 00 0 0 0 6:15 PM 0 0 0 0 6:00 PM 000 00 0 0 0 0 0 0 0 0 0 0 0 7:15 PM 0 0 0 0 7:00 PM 000 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 7:45 PM 0 0 0 0 0 7:30 PM 00 0 0 00 00 0 0 0 0 0 Peak Hour 0 0Count Total 0 THLT 00 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound NorthboundSouthbound UTLTTHRTUTLTTHRT Interval Start CR 100CR 100CO Extreme DrwyDriveway15-min Total Rolling One HourEastboundWestbound 00080 4:15 PM0010 000000 THRT 4:00 PM0000008 UTLTTHRTUTLT 60 4:30 PM0000001 000000005000 006000 00010 4:45 PM0010 000000 000216 5:15 PM0000 100000 722 5:00 PM0010000 000000 414 5:30 PM0000001 000000004000 001000 000114 5:45 PM0000 000000 00017 6:15 PM0010 000000 18 6:00 PM0000001 000000 25 6:30 PM0000000 000000001000 000000 00004 6:45 PM0010 000000 00014 7:15 PM0000 000000 14 7:00 PM0000001 000000 13 7:30 PM0000000 000000001000 000000 00003 7:45 PM0000 000000 02000000 000360 Peak Hour0020 100000Count Total00500030 004:00 PM RT 140 Interval Start CR 100CR 100CO Extreme DrwyDriveway15-min Total Rolling One Hour 0000000011100 RTTHLTRTTHLTRT 0 5:00 PM 0000 00 4:45 PM 0000 0 4:30 PM 00000004:15 PM0 00 000 00 5:45 PM 0000 0 5:30 PM 0000000 00 5:15 PM 000 000 000 000 0 6:30 PM 0000000 00 6:15 PM 000 0 6:00 PM 0000000 000 000 0 0 0 7:15 PM 000 0 7:00 PM 0000 00 6:45 PM 0000 000 000 000000 00 0000 00 7:45 PM 0000 0 7:30 PM 0000000000 000 Peak Hour 00Count Total 0 THLT 0000000 00 0 0 0000 00 00 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 000 000 0 000 000000 000000 000 000 000 000 000 000 000 000 00 000 000 0 00 00 000 000 00 000 TJ Wethington 720-646-1008tj.wethington@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 Date: 07/13/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 4.4%0.77 TOTAL 3.8%0.88 TH RT WB 6.3%0.80 NB 2.8% 0.93 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 5.3%0.89 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRT 0 7 2 5 0 4 21 19 0 118 0 7:15 AM 0 9 2 4 8 0 3 44 4 07:00 AM 0 11 2 2 0 4 0 11 20 0 122 0 7:45 AM 0 13 2 1 7 0 3 50 7 0 133 0 7:30 AM 0 13 2 2 0 7 0 53 13 0 16 17 1 178 551 8:00 AM 0 6 1 3 0 6 5 71 12 0 13 45 1080804 0 5 1 4 0 3 12 30 0 150 583 8:15 AM 0 11 3 2 7 0 4 63 13 0 5 35 0 152 627 8:45 AM 0 11 0 3 12 0 4 59 14 0 147 597 8:30 AM 0 11 1 3 0 8 0 65 12 0 11 29 1 161 6106110054810140701 Count Total 0 85 13 20 0 59 8 94 243 4 1,161 0 Peak Hour All 0 41 7 58 0 26 466 85 0 0 3 5 0 24 0120072 2 627 0 HV 0 2 0 1 0 1 15 258 51 0 41 1399 0 27 6 31 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 4%-7%4%0%4%4%17%6%-0%3%HV%-5%0%11%- 0 0 7:15 AM 2 1 2 1 6 0 2 2 0 0 2 0 0 West North South 7:00 AM 1 3 2 3 9 0 EB WB NB SB Total East 7:45 AM 0 0 5 1 6 0 0 0 0 0 0 0 7:30 AM 1 0 2 2 5 0 0 0 0 0 2 0 0 0 0 0 8:15 AM 2 1 1 1 5 0 0 2 0 0 2 0 0 0 0 0 8:00 AM 0 2 2 5 9 0 0 1 0 1 2 0 8:45 AM 1 0 1 3 5 1 4 0 0 0 0 0 8:30 AM 1 1 1 1 4 0 1 2 2 1 3 0 0 0 0 0 0001010 0 0 Peak Hour 3 4 9 8 24 0 4 8 5 3 16 0 0Count Total 8 8 16 17 49 0 04311000 0 0 0 0 3 0 310 0 0 4 0 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 627TEV: 0.88PHF: 2 13 9 41 18 2 33 0 0 31 6 27 64 990 51 25 815 32 4 17 5 0 9 7 41 57 23 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound 3 0 0 9 0 7:15 AM 0 1 0 1 3 0 0 2 0 0 TH RT 7:00 AM 0 0 1 0 0 0 0 UT LT TH RT UT LT 6 0 7:30 AM 0 1 0 0 0 0 0 2 0 0 0 1 0010000 0 0 0 0 0 0 0 2 0 5 0 7:45 AM 0 0 0 0 0 0 0 2 0 0 0 5 0 9 26 8:15 AM 0 2 0 0 1 0 0 1 1 0 6 26 8:00 AM 0 0 0 0 0 0 1 5 0 0 1 0 0 5 25 8:30 AM 0 0 0 1 0 0 0 0 1 0 1 0 0010000 0 0 0 0 0 0 1 0 0 4 24 8:45 AM 0 1 0 0 1 0 0 1 0 0 5 230 1 0 0 3 0 6 11 0 49 0 Peak Hour 0 2 0 1 5 0 0 13 3 0Count Total 0 5 1 2 0 2 1 2 07:00 AM RT 24 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 7 2 0 3 5 0011200 RTTHLT RTTHLTRT 6 8:00 AM 200 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 20000007:15 AM 0 0 0 1 0 0 4 11 8:45 AM 0 1 1 0 7 8:30 AM 3201000 2 6 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1010010000 Peak Hour 0 3Count Total 0 THLT 113 0 3 00 1 16 00023 1 0 0 0 2000 0 0 0 00 0 THLT 00000000 0 00 0 0 2 0 0 1 0 1 0 000 4 0 0 000 7 0 1 1 0 0 0 0 0 0 0 0 1 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 2 1 0 0 3 Date: 07/13/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 4.2%0.88 TOTAL 2.7%0.96 WB 0.0%0.71 NB 1.6%0.82 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 4.1%0.80 7 0 13 84 5 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 216 0 5:00 PM 7 4 7 0 23 8 17 0 3 65 10 0 2 60 3 209 0 4:45 PM 0 8 2 13 0 10 2 14 0 1 57 76 4 198 827 5:15 PM 6 0 10 0 23 2 11 0 4 42 5 1 4 92 4 16 827 0 HV 0 0 0 3 0 0 0 0 0 0 0 0 204 0 5:30 PM 10 4 3 0 14 3 10 0 4 47 12 0 11 Peak Hour All 0 31 10 33 0 70 15 52 0 12 211 34 1 30 312 0 3 1 0 3 12 0 22 0 HV%-0%0%9%-0%0%0%-0%1%3%0%10%4%0%3%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 0 1 0 2 7 10 1 0 0 2 0 1 0 1 4 6 1 2 0 0 3 1 0 0 0 4:45 PM 0 1 0 0 0 0 1 3 4 0 0 0 1 1 0 0 Peak Hour 3 0 4 15 22 2 8 0 1 11 1 0 2 0 5:30 PM 5:00 PM 5:15 PM 0 0 1 0 0 1 2 1 5 0 0 6 0 0 2 0 0 0 1 0 000 1 2 5 2 0 0 1 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 827TEV: 0.96PHF: 16 31 2 30 35 9 29 5 1 52 15 70 137 740 34 21 112 25 7 41 5 0 33 10 31 74 43 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 2 1 0 0 3 Date: 07/13/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 4.2%0.88 TOTAL 2.7%0.96 WB 0.0%0.71 NB 1.6%0.82 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 4.1%0.80 7 0 13 84 5 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 216 0 5:00 PM 7 4 7 0 23 8 17 0 3 65 10 0 2 60 3 209 0 4:45 PM 0 8 2 13 0 10 2 14 0 1 57 76 4 198 827 5:15 PM 6 0 10 0 23 2 11 0 4 42 5 1 4 92 4 16 827 0 HV 0 0 0 3 0 0 0 0 0 0 0 0 204 0 5:30 PM 10 4 3 0 14 3 10 0 4 47 12 0 11 Peak Hour All 0 31 10 33 0 70 15 52 0 12 211 34 1 30 312 0 3 1 0 3 12 0 22 0 HV%-0% 0% 9%-0% 0% 0%-0% 1% 3% 0% 10% 4% 0% 3%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 0 1 0 2 7 10 1 0 0 2 0 1 0 1 4 6 1 2 0 0 3 1 0 0 0 4:45 PM 0 1 0 0 0 0 1 3 4 0 0 0 1 1 0 0 Peak Hour 3 0 4 15 22 2 8 0 1 11 1 0 2 0 5:30 PM 5:00 PM 5:15 PM 0 0 1 0 0 1 2 1 5 0 0 6 0 0 2 0 0 0 1 0 000 1 2 5 2 0 0 1 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 827TEV: 0.96PHF: 16 31 2 30 35 9 29 5 1 52 15 70 137 740 34 21 112 25 7 41 5 0 33 10 31 74 43 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 2 1 0 0 0 1 1 2 0 1 0 0 0 9 3 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRT 0 10 3 14 0 8 5 93 5 192 0 4:15 PM 0 11 2 7 6 0 4 47 8 04:00 PM 0 6 2 5 0 10 1 9 66 6 182 0 4:45 PM 0 8 2 13 8 0 5 56 5 1 190 0 4:30 PM 0 12 1 4 0 8 1 47 5 0 7 72 4 216 780 5:00 PM 0 7 4 7 0 23 8 57 7 0 13 84 501021401 0 23 2 11 0 4 2 60 3 209 797 5:15 PM 0 6 0 10 17 0 3 65 10 0 11 76 4 198 827 5:45 PM 0 9 1 9 10 0 4 47 12 0 204 811 5:30 PM 0 10 4 3 0 14 3 42 5 1 4 92 4 183 794 6:00 PM 0 14 3 9 0 23 1 38 7 0 9 71 70223601 0 17 2 14 0 4 4 71 10 206 791 6:15 PM 0 16 3 7 23 0 4 40 4 0 8 80 7 175 749 6:45 PM 0 1 1 6 15 0 1 29 5 0 185 772 6:30 PM 0 7 0 5 0 14 4 29 3 1 11 75 3 141 707 7:00 PM 0 9 1 6 0 9 0 32 5 0 5 69 30110800 0 8 1 3 0 3 1 70 2 154 655 7:15 PM 0 3 2 0 3 0 3 40 10 0 1 39 2 97 493 7:45 PM 0 4 1 3 6 0 2 24 4 0 101 571 7:30 PM 0 5 0 9 0 5 0 18 5 0 3 51 4 91 443223043820111200 Count Total 0 128 27 103 0 218 32 97 1,107 71 2,724 0 Peak Hour All 0 31 10 160 0 47 633 98 3 0 3 12 0 22 0000031 16 827 0 HV 0 0 0 3 0 0 12 211 34 1 30 3123307015520 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3%0%10%4%0%3%0%0%0%-0%1%HV%-0%0%9%- 0 0 4:15 PM 0 0 1 5 6 0 0 0 7 0 7 0 0 West North South 4:00 PM 1 1 1 6 9 0 EB WB NB SB Total East 4:45 PM 1 0 2 7 10 0 0 0 0 1 0 0 4:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 1 3 4 0 0 2 0 0 3 1 0 0 2 0 5:00 PM 1 0 1 4 6 1 0 1 0 0 1 0 5:45 PM 2 0 0 4 6 0 6 0 0 0 0 0 5:30 PM 1 0 0 1 2 1 5 0 0 1 1 0 0 0 0 0 6:15 PM 1 2 1 2 6 1 1 0 0 0 0 1 0 0 0 0 6:00 PM 6 1 0 1 8 0 0 1 1 0 2 0 6:45 PM 1 1 0 2 4 3 3 0 0 0 2 0 6:30 PM 1 1 0 1 3 0 0 0 2 0 4 0 0 1 1 0 7:15 PM 0 0 0 0 0 0 0 2 1 0 5 0 0 0 0 0 7:00 PM 0 0 1 1 2 2 0 0 0 0 0 0 7:45 PM 0 0 1 1 2 0 2 0 0 0 0 0 7:30 PM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 0100010 5 2 Peak Hour 3 0 4 15 22 2 8 12 13 4 35 2 0Count Total 16 6 9 41 72 6 00 1 11 1 0 2 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound 1 5 0 9 0 4:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 4:00 PM 0 0 0 1 0 1 0 UT LT TH RT UT LT 6 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 5 0000000 0 0 0 0 0 0 1 1 0 2 0 4:45 PM 0 0 0 1 0 0 0 0 0 0 0 4 0 6 24 5:15 PM 0 0 0 0 0 0 0 1 0 0 10 27 5:00 PM 0 0 0 1 0 0 0 1 1 0 2 5 0 4 22 5:30 PM 0 0 0 1 0 0 0 1 0 0 1 2 0000000 0 0 0 0 0 0 0 1 0 2 22 5:45 PM 0 1 0 1 0 0 0 0 0 0 0 1 0 8 20 6:15 PM 0 1 0 0 1 0 0 0 0 0 6 18 6:00 PM 0 3 2 1 0 0 0 0 0 0 0 4 0 6 22 6:30 PM 0 1 0 0 0 1 0 1 0 0 1 1 0020000 0 1 0 0 0 0 0 1 0 3 23 6:45 PM 0 0 0 1 0 0 0 0 0 0 0 1 0 2 15 7:15 PM 0 0 0 0 0 0 0 1 0 0 4 21 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 9 7:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 1 0 2 8 7:45 PM 0 0 0 0 0 0 0 0 0 0 2 6100010 6 35 0 72 0 Peak Hour 0 0 0 3 1 0 0 7 2 0Count Total 0 7 2 7 0 5 0 7 04:00 PM RT 22 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 3 1 0 3 12 00 0 0 0 0 0 RTTHLT RTTHLTRT 8 5:00 PM 1000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00 0 0 00 04:15 PM 0 0 0 0 0 1 6 11 5:45 PM 0 0 0 0 5 5:30 PM 1001000 3 4 5:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 12 6:30 PM 40 0 0 01 1 0 9 6:15 PM 0 0 0 12 6:00 PM 2001000 0 0 0 0 1 0 0 0 12 7:15 PM 0 1 0 7 7:00 PM 0000 3 9 6:45 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 100 0 2 7 7:45 PM 1 0 1 0 8 7:30 PM 0000000000 0 0 0 Peak Hour 0 4Count Total 0 THLT 11001000 35 0 8 5 03 4 6 0 0 0 0 0000 1 0 0 00 0 THLT 00051100 0 00 0 0 1 1 0 0 0 0 0 0 0 1 200 5 2 1 510 7 4 1 0 0 0 1 0 0 4 1 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 1 1 0 0 3 1 1 9 2 Date: 07/13/2023 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.2%0.78 TOTAL 5.2%0.96 TH RT WB 6.6% 0.85 NB 3.6%0.91 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 5.2%0.87 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRT 1 9 84 1 0 5 11 4 2 634 0 7:15 AM 0 9 501 39 6 0 12 1 56 07:00 AM 0 8 421 36 0 14 63 14 6 9 722 0 7:45 AM 0 10 430 30 3 0 6 3 64 0 737 0 7:30 AM 0 6 454 27 0 18 112 2 66 0 11 3 6 738 2,831 8:00 AM 0 7 370 19 0 25 120 5 68 0 11 4 80321253012 0 25 139 4 0 8 10 4 5 648 2,845 8:15 AM 1 5 365 21 11 0 7 4 66 0 11 4 5 640 2,691 8:45 AM 0 6 332 24 6 0 11 7 63 0 665 2,773 8:30 AM 0 5 365 20 0 29 114 3 70 0 10 5 9 646 2,599464011 10 6031 141 6 0 11 Count Total 1 56 3,238 216 1 183 898 89 40 50 5,430 0 Peak Hour All 0 32 1,755 40 0 72 29 517 0 0 0 0 2 148 02910317 28 2,845 0 HV 0 3 94 2 0 6 30 14 264 0 46 17115184441180 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3%-0%0%7%5%7%7%6%-10%7%HV%-9%5%2%0% 0 0 7:15 AM 31 10 2 0 43 0 0 0 0 0 0 2 0 West North South 7:00 AM 23 4 5 0 32 0 EB WB NB SB Total East 7:45 AM 27 9 5 0 41 0 0 1 0 0 0 0 7:30 AM 27 6 3 1 37 0 0 0 0 0 0 1 0 0 0 0 8:15 AM 28 11 2 0 41 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 14 11 1 1 27 0 0 0 0 1 1 0 8:45 AM 15 13 1 1 30 0 1 1 0 0 0 0 8:30 AM 26 6 2 0 34 0 0 1 0 0 0 3 0 0 0 0 00 0 1 0 1 1 0 0 Peak Hour 99 36 11 2 148 0 0 0 2 1 3 9 0Count Total 191 70 21 3 285 0 0011200 0 0 0 0 1 0 000 0 0 0 0 0 0 2 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 2,845TEV: 0.96PHF: 28 17 46 91 64 0 18 441 84 544 2,0661 26 41430 30 8 21 6 0 115 1,755 32 1,902 499 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound 0 0 0 32 0 7:15 AM 0 2 29 0 0 0 3 0 2 0 TH RT 7:00 AM 0 1 20 2 0 1 3 UT LT TH RT UT LT 43 0 7:30 AM 0 1 25 1 0 1 5 0 2 0 0 0 0019000 0 0 9 0 0 1 0 0 1 37 0 7:45 AM 0 0 26 1 0 0 1 1 1 0 0 0 1 27 148 8:15 AM 0 0 28 0 1 0 1 0 0 0 41 153 8:00 AM 0 0 14 0 0 4 6 0 4 0 0 0 0 41 146 8:30 AM 0 0 26 0 0 2 4 0 0 0 0 0 00011002 0 1 10 2 0 0 0 0 0 34 143 8:45 AM 0 0 15 0 0 0 1 0 1 0 30 1320 1 0 1 0 0 1 0 2 285 0 Peak Hour 0 3 94 2 3 0 9 1 11 0Count Total 0 4 183 4 0 10 57 0 07:00 AM RT 148 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 1 7 0 0 0 20629103 RTTHLT RTTHLTRT 1 8:00 AM 100 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 1 2 8:45 AM 0 1 0 0 1 8:30 AM 0000000 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 210010000 Peak Hour 0 1Count Total 0 THLT 10 0 1 00 0 3 00020 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 3 1 0 4 Date: 07/13/2023 Peak Hour Count Period: 4:00 PM 8:00 PM SB 1.1%0.90 TOTAL 2.9%0.95 WB 3.7%0.92 NB 0.0% 0.79 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.8%0.94 51 0 7 10 5 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 776 0 5:00 PM 2 172 18 0 42 389 8 0 24 15 54 0 5 8 12 749 0 4:45 PM 0 10 136 17 0 85 424 7 0 17 7 6 11 837 3,182 5:15 PM 8 153 21 0 86 463 10 0 15 8 36 0 5 9 6 34 3,182 0 HV 0 0 13 0 0 11 65 1 0 0 0 0 820 0 5:30 PM 6 162 19 0 77 468 16 0 16 9 41 0 6 Peak Hour All 0 26 623 75 0 290 1,744 41 0 72 39 182 0 23 33 0 0 0 0 0 0 1 91 0 HV%-0%2%0%-4%4%2%-0%0%0%-0%0%3%3%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 0 4 26 0 0 30 1 0 0 0 0 0 19 0 0 19 0 0 0 0 0 3 0 0 0 4:45 PM 0 0 1 0 4 17 0 0 21 0 0 0 0 0 1 0 Peak Hour 13 77 0 1 91 0 0 1 0 1 4 0 0 0 5:30 PM 5:00 PM 5:15 PM 0 0 5 15 0 1 21 0 0 0 0 0 0 0 0 0 0 0 0 0 010 0 0 0 0 0 0 4 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 3,182TEV: 0.95PHF: 34 33 23 90 10 6 0 41 1,744 290 2,075 8280 18 23972 29 3 39 8 0 75 623 26 724 1,850 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 3 1 0 4 Date: 07/13/2023 Peak HourCount Period: 4:00 PM8:00 PM SB1.1%0.90 TOTAL2.9%0.95 WB3.7%0.92 NB0.0%0.79 Peak Hour: 4:45 PM5:45 PM HV %:PHF EB1.8%0.94 5107105 Interval Start SH 82SH 82CR 100CR 10015-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 7760 5:00 PM21721804238980241554058127490 4:45 PM0101361708542470177 6118373,182 5:15 PM815321086463100158360596 343,1820 HV001300116510 0 0 0 8200 5:30 PM6162190774681601694106 Peak Hour All0266237502901,744410723918202333 0000001910 HV%-0%2%0%-4%4%2%-0%0%0%-0%0%3%3%0 Interval Start Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouth 00 426003010000 0190019000003000 4:45 PM0010 41700210000010 Peak Hour13770191001014000 5:30 PM 5:00 PM 5:15 PM00 51501210000000 0 0 0 000 010 0 0 0 0 0 04 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 3,182TEV: 0.95PHF: 343323 90 10 6 0 41 1,744 290 2,075 8280 18 23972 29 3 39 8 0 75 623 26 724 1,8500 TJ Wethington 720-646-1008tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRT 0 63 404 7 0 19 8 8 5 733 0 4:15 PM 0 7 175 13 19 0 24 3 37 04:00 PM 0 7 144 20 0 82 376 4 5 9 729 0 4:45 PM 0 10 136 17 12 0 14 11 50 0 762 0 4:30 PM 0 8 163 17 0 63 373 6 45 0 6 9 8 776 3,000 5:00 PM 0 2 172 18 0 42 389 7 51 0 7 10 5085 424 7 0 17 0 86 463 10 0 15 5 8 12 749 3,016 5:15 PM 0 8 153 21 8 0 24 15 54 0 6 6 11 837 3,182 5:45 PM 0 5 156 14 16 0 16 9 41 0 820 3,074 5:30 PM 0 6 162 19 0 77 468 8 36 0 5 9 6 768 3,174 6:00 PM 0 7 136 18 1 74 387 9 35 0 5 10 707241921015 0 83 372 12 0 23 3 12 6 729 3,154 6:15 PM 0 5 127 20 11 0 31 9 34 0 1 10 5 538 2,736 6:45 PM 0 8 154 18 8 0 12 9 31 0 701 3,035 6:30 PM 0 15 147 13 0 75 212 9 33 0 8 5 4 484 2,452 7:00 PM 0 3 79 8 1 65 164 8 23 0 5 3 60591799012 0 44 147 3 0 8 5 6 4 396 2,119 7:15 PM 0 5 85 15 7 0 11 7 36 0 3 4 2 333 1,542 7:45 PM 0 4 95 8 4 0 7 6 26 0 329 1,747 7:30 PM 0 1 94 13 0 35 138 0 16 0 0 4 2 306 1,3647180243037117605 Count Total 0 101 2,178 252 2 1,042 5,032 73 113 95 9,990 0 Peak Hour All 0 26 623 160 0 253 123 566 0 0 0 0 1 91 06510000 34 3,182 0 HV 0 0 13 0 0 11 72 39 182 0 23 337502901,744 41 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%3%3%4%4%2%-0%0%HV%-0%2%0%- 0 0 4:15 PM 4 31 0 0 35 0 0 0 0 0 0 0 0 West North South 4:00 PM 6 22 0 0 28 0 EB WB NB SB Total East 4:45 PM 4 26 0 0 30 0 0 0 0 0 0 0 4:30 PM 2 12 0 2 16 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 4 17 0 0 21 0 0 0 0 0 0 3 0 0 0 0 5:00 PM 0 19 0 0 19 0 0 0 1 0 1 0 5:45 PM 1 22 0 1 24 0 0 0 0 0 0 0 5:30 PM 5 15 0 1 21 0 0 0 0 0 0 1 0 0 0 0 6:15 PM 3 14 0 0 17 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 2 7 3 0 12 0 0 0 2 0 2 0 6:45 PM 2 9 0 0 11 4 4 0 0 0 0 0 6:30 PM 2 12 0 0 14 0 0 0 1 0 1 0 0 0 0 0 7:15 PM 1 5 0 0 6 0 1 0 0 0 0 0 0 0 0 0 7:00 PM 0 10 1 0 11 0 0 0 0 0 0 0 7:45 PM 2 7 0 0 9 0 0 0 0 0 0 0 7:30 PM 2 5 0 0 7 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 Peak Hour 13 77 0 1 91 0 0 1 4 4 9 4 0Count Total 40 233 4 4 281 0 01 0 1 4 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound 0 0 0 28 0 4:15 PM 0 1 3 0 1 0 0 0 0 0 TH RT 4:00 PM 0 0 4 2 0 5 16 UT LT TH RT UT LT 35 0 4:30 PM 0 0 1 1 0 1 11 0 0 0 0 0 00031000 0 5 21 0 0 0 1 0 1 16 0 4:45 PM 0 0 4 0 0 0 0 0 0 0 0 0 0 19 100 5:15 PM 0 0 4 0 1 0 0 0 0 0 30 109 5:00 PM 0 0 0 0 0 2 16 0 0 0 0 0 0 21 86 5:30 PM 0 0 5 0 0 3 12 0 0 0 0 0 00116000 0 8 13 1 0 0 0 0 1 21 91 5:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 12 78 6:15 PM 0 0 2 1 0 0 2 1 0 0 24 85 6:00 PM 0 0 2 0 0 3 4 0 0 0 0 1 0 17 74 6:30 PM 0 0 2 0 0 1 11 0 0 0 0 0 00212000 0 1 8 0 0 0 0 0 0 14 67 6:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 11 53 7:15 PM 0 0 1 0 0 0 0 0 1 0 11 54 7:00 PM 0 0 0 0 0 1 9 0 0 0 0 0 0 6 42 7:30 PM 0 0 2 0 0 1 4 0 0 0 0 0 0005000 0 1 6 0 0 0 0 0 0 7 35 7:45 PM 0 0 2 0 0 0 0 0 0 0 9 33000000 1 1 2 281 0 Peak Hour 0 0 13 0 3 0 2 1 1 0Count Total 0 1 35 4 0 35 195 0 04:00 PM RT 91 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 0 0 0 0 0 1011 65 1 0 0 RTTHLT RTTHLTRT 1 5:00 PM 1001 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00 0 0 00 04:15 PM 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 1 5:30 PM 0000000 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 6:30 PM 10 0 0 00 1 0 2 6:15 PM 0 0 0 2 6:00 PM 2002000 0 0 0 0 0 0 0 0 5 7:15 PM 0 0 0 5 7:00 PM 0000 4 7 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 1 7:45 PM 0 0 0 0 5 7:30 PM 1000000000 0 0 0 Peak Hour 0 2Count Total 0 THLT 1000001 9 0 1 0 20 4 0 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound NorthboundSouthbound UTLTTHRTUTLTTHRT Interval Start SH 82SH 82CR 100CR 10015-min Total Rolling One HourEastboundWestbound 000280 4:15 PM0130 100000 THRT 4:00 PM00420516 UTLTTHRTUTLT 350 4:30 PM00110111 0000000031000 0521000 101160 4:45 PM0040 000000 00019100 5:15 PM0040 100000 30109 5:00 PM00000216 000000 2186 5:30 PM00500312 0000000116000 0813100 0012191 5:45 PM0010 000000 0001278 6:15 PM0021 002100 2485 6:00 PM0020034 000010 1774 6:30 PM00200111 0000000212000 018000 0001467 6:45 PM0020 000000 0001153 7:15 PM0010 000010 1154 7:00 PM0000019 000000 642 7:30 PM0020014 000000005000 016000 000735 7:45 PM0020 000000 933000000 1122810 Peak Hour00130 302110Count Total01354035195 004:00 PM RT 910 Interval Start SH 82SH 82CR 100CR 10015-min Total Rolling One Hour 00000101165100 RTTHLTRTTHLTRT 1 5:00 PM 1001 00 4:45 PM 0000 0 4:30 PM 00000004:15 PM0 00 000 01 5:45 PM 0000 1 5:30 PM 0000000 01 5:15 PM 000 000 000 000 3 6:30 PM 1000001 02 6:15 PM 000 2 6:00 PM 2002000 000 000 0 0 5 7:15 PM 000 5 7:00 PM 0000 47 6:45 PM 0000 000 000 000000 00 0000 01 7:45 PM 0000 5 7:30 PM 1000000000 000 Peak Hour 02Count Total 0 THLT 1000001 90 1 0 2040 00 00 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 000 000 0 000 000000 000001 000 000 000 000 000 000 000 001 22 000 000 0 00 00 000 000 00 000 TJ Wethington 720-646-1008tj.wethington@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0 Date: 07/15/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB -- TOTAL 0.4%0.86 WB 0.8%0.70 NB 0.0%0.25 Peak Hour: 9:45 AM 10:45 AM HV %:PHF EB 0.0%0.92 0 0 0 0 0 Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 72 0 10:00 AM 0 34 2 0 0 45 1 0 0 0 0 0 0 0 0 82 0 9:45 AM 0 1 40 0 0 0 31 0 0 0 0 0 0 63 281 10:15 AM 0 38 0 0 0 24 0 0 2 0 0 0 0 0 0 0 281 0 HV 0 0 0 0 0 0 1 0 0 0 0 0 64 0 10:30 AM 0 36 0 0 0 27 0 0 0 0 0 0 0 Peak Hour All 0 1 148 2 0 0 127 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 HV%-0%0%0%--1%0%-0%------0%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0 0 10:30 AM 10:00 AM 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N CO Extreme Drwy CR 100 CR 100 CO E x t r e m e Dr w y CR 100 Dr i v e w a y 281TEV: 0.86PHF: 0 0 0 0 2 0 1 127 0 128 1480 002 22 0 2 148 1 151 129 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min TotalUTLTTHRT 0 0 10 0 0 0 0 0 0 45 0 7:15 AM 0 0 21 1 0 0 0 0 0 07:00 AM 0 0 31 1 0 0 13 0 0 0 31 0 7:45 AM 0 0 35 0 0 0 0 0 0 0 33 0 7:30 AM 0 0 21 0 0 0 10 0 1 0 0 0 0 55 164 8:00 AM 0 0 13 0 0 0 9 0 0 0 0 0 00020000 0 0 18 0 0 0 0 0 0 23 142 8:15 AM 0 0 28 0 0 0 0 0 1 0 1 0 0 53 177 8:45 AM 0 1 37 0 0 0 0 0 0 0 46 155 8:30 AM 0 0 24 0 0 0 28 0 0 0 0 0 0 75 197 9:00 AM 0 0 26 0 0 0 12 0 0 0 0 0 00136000 0 0 22 0 0 0 0 0 0 38 212 9:15 AM 0 0 36 0 0 0 0 0 0 0 0 0 0 59 231 9:45 AM 0 1 40 0 0 0 0 0 0 0 59 225 9:30 AM 0 0 31 0 0 0 28 0 0 0 0 0 1 72 228 10:00 AM 0 0 34 2 0 0 45 0 0 0 0 0 00031000 0 0 24 0 0 2 0 0 0 82 272 10:15 AM 0 0 38 0 1 0 0 0 0 0 0 0 0 63 281 10:45 AM 0 0 31 0 0 0 0 0 0 0 64 277 10:30 AM 0 0 36 0 0 0 27 0 0 0 0 0 0 70 2790 0 0 0 0 00 0 39 0 0 0 Count Total 0 2 482 4 0 1 372 1 0 1 868 0 Peak Hour All 0 1 148 1 0 2 0 2 0 0 0 0 0 1 0100000 0 281 0 HV 0 0 0 0 0 0 2 0 0 0 0 020012710 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total -----0%-1%0%-0%-HV%-0%0%0%- 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 1 0 0 0 1 0 0 0 0 0 0 0 7:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 0 0 1 0 0 0 0 0 0 0 8:30 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 9:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0Count Total 9 4 0 0 13 0 0000000 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 THRTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UTLTTHRT Interval Start CR 100CR 100CO Extreme DrwyDriveway15-min TotalUTLTTHRT 0010000 000450 7:15 AM00211 0000007:00 AM003110013 000310 7:45 AM00350 000000 330 7:30 AM002100010 010000 55164 8:00 AM00130009 0000000020000 0018000 00023142 8:15 AM00280 000010 10053177 8:45 AM01370 000000 46155 8:30 AM002400028 000000 75197 9:00 AM002600012 0000000136000 0022000 00038212 9:15 AM00360 000000 00059231 9:45 AM01400 000000 59225 9:30 AM003100028 000001 72228 10:00 AM003420045 0000000031000 0024002 00082272 10:15 AM00380 100000 00063281 10:45 AM00310 000000 64277 10:30 AM003600027 000000 702790000000039000 Count Total024824013721018680 Peak Hour All01148 102020 000010100000 02810 HV000000 20000020012710 0 Interval Start Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) EBWBNBSBTotal -----0%-1%0%-0%-HV%-0%0%0%- 00 7:15 AM0000000 000000 WestNorthSouth 7:00 AM000000 EBWBNBSBTotalEast 7:45 AM10001 000000 0 7:30 AM10001000 000000 00 8:15 AM2000200 000000 000 8:00 AM000000 000000 8:45 AM10001 000000 0 8:30 AM11002000 000000 00 9:15 AM0000000 000000 000 9:00 AM000000 000000 9:45 AM01001 000000 0 9:30 AM31004000 000000 00 10:15 AM0000000 000000 000 10:00 AM000000 000000 10:45 AM01001 000000 0 10:30 AM00000000 000000 000000000 00 Peak Hour0100100 000000Count Total9400130 0000000 TJ Wethington 720-646-1008tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 7:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 8:15 AM 0 0 2 0 0 0 0 0 0 0 1 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 8:30 AM 0 0 1 0 0 0 1 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 8:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5 9:15 AM 0 0 0 0 0 0 0 0 0 0 1 5 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:30 AM 0 0 3 0 0 0 1 0 0 0 0 0 00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 4 5 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10:15 AM 0 0 0 0 0 0 0 0 0 0 1 5 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 10:45 AM 0 0 0 0 0 0 0 0 0 0 1 10 0 0 0 0 0 0 0 0 13 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 9 0 0 0 4 0 07:00 AM RT 1 0 Interval Start CR 100 CR 100 CO Extreme Drwy Driveway 15-min Total Rolling One Hour 0 0 0 0 0 00 0 1 0 0 0 RTTHLT RTTHLTRT 0 8:00 AM 000 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00 0 0 00 07:15 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 00 0 0 00 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM 00 0 0 00 0 0 0 9:15 AM 0 0 0 0 9:00 AM 000 00 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 0 10:00 AM 000 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 10:45 AM 0 0 0 0 0 10:30 AM 00 0 0 00 00 0 0 0 0 0 Peak Hour 0 0Count Total 0 THLT 00 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 2 0 0 2 Date: 07/15/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 4.8%0.84 TOTAL 3.4%0.91 WB 8.8%0.95 NB 0.6% 0.90 Peak Hour: 10:00 AM 11:00 AM HV %:PHF EB 2.6%0.79 6 0 1 35 1 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 106 0 10:15 AM 2 2 2 0 7 2 6 0 0 31 2 0 6 19 0 79 0 10:00 AM 0 6 1 5 0 9 1 3 0 4 34 31 1 102 386 10:30 AM 5 1 3 0 7 1 6 0 0 42 4 0 4 23 3 5 386 0 HV 0 0 0 1 0 0 0 5 0 0 0 0 99 0 10:45 AM 5 2 4 0 8 1 6 0 4 33 6 0 1 Peak Hour All 0 18 6 14 0 31 5 21 0 8 140 18 0 12 108 1 0 0 0 4 2 0 13 0 HV%-0%0%7%-0%0%24%-13%0%0%-33%2%0%3%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 0 1 1 1 1 4 6 0 0 0 0 0 2 0 3 5 2 3 0 0 5 0 0 2 0 10:00 AM 2 1 0 3 0 1 0 2 3 0 0 1 0 1 0 0 Peak Hour 1 5 1 6 13 6 5 1 5 17 0 0 2 0 10:45 AM 10:15 AM 10:30 AM 0 0 0 1 0 0 1 2 1 0 2 5 0 0 6 0 0 0 3 2 010 0 2 3 2 0 0 0 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 386TEV: 0.91PHF: 5 10 8 12 12 5 17 9 0 21 5 31 57 360 18 14 0 8 16 6 15 3 0 14 6 18 38 18 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 2 0 0 2 Date: 07/15/2023 Peak HourCount Period: 7:00 AM11:00 AM SB4.8%0.84 TOTAL3.4%0.91 WB8.8%0.95 NB0.6%0.90 Peak Hour: 10:00 AM11:00 AM HV %:PHF EB2.6%0.79 601351 Interval Start DrivewaySH 82 Frontage RdCR 100CR 10015-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UTLTTHRTUTLTTHRTUTLTTHRTUTLTTHRT 1060 10:15 AM22207260031206190790 10:00 AM061509130434 311102386 10:30 AM51307160042404233 53860 HV000100050 0 0 0 990 10:45 AM52408160433601 Peak Hour All0186140315210814018012108 1000420130 HV%-0%0%7%-0%0%24%-13%0%0%-33%2%0%3%0 Interval Start Heavy Vehicle TotalsBicyclesPedestrians (Crossing Leg) EBWBNBSBTotalEBWBNBSBTotalEastWestNorthSouth 00 1111460000 02035230050020 10:00 AM2103 010230010100 Peak Hour1516136515170020 10:45 AM 10:15 AM 10:30 AM00 010012102500 6 0 0 032 010 0 2 3 2 0 00 N CR 100 SH 82 Frontage Rd SH 82 Frontage Rd CR 1 0 0 Driveway CR 1 0 0 386TEV: 0.91PHF: 510 8 12 12 5 17 9 0 21 5 31 57 360 18 14 0 8 16 6 15 3 0 14 6 18 38 180 TJ Wethington 720-646-1008tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 1 0 1 0 0 4 0 0 0 0 0 2 0 0 9 2 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min TotalUTLTTHRT 0 0 0 1 0 2 3 10 2 59 0 7:15 AM 0 7 0 3 3 0 0 26 3 07:00 AM 0 8 1 2 0 1 0 0 9 0 39 0 7:45 AM 0 3 0 2 1 0 0 20 1 0 56 0 7:30 AM 0 3 1 2 0 2 0 21 2 0 11 9 0 78 232 8:00 AM 0 5 2 0 0 3 0 36 3 0 6 15 30 2 0 6 0 2 0 6 1 4 0 3 3 8 0 48 221 8:15 AM 0 6 0 1 3 0 1 19 4 0 1 22 2 71 274 8:45 AM 0 2 0 2 1 0 2 25 6 0 77 242 8:30 AM 0 5 1 1 0 4 1 27 4 0 2 21 2 86 282 9:00 AM 0 4 1 2 0 3 0 34 3 0 3 28 0061601 0 7 0 3 0 0 3 16 0 74 308 9:15 AM 0 3 0 0 5 0 4 32 4 0 4 30 2 95 335 9:45 AM 0 4 0 1 4 0 1 32 6 0 80 311 9:30 AM 0 7 1 2 0 6 0 37 4 0 2 24 0 96 345 10:00 AM 0 6 1 5 0 9 1 37 4 0 3 25 20121403 0 7 2 6 0 0 1 35 1 106 377 10:15 AM 0 2 2 2 3 0 4 34 6 0 4 23 3 99 380 10:45 AM 0 5 2 4 6 0 0 42 4 0 79 376 10:30 AM 0 5 1 3 0 7 1 31 2 0 6 19 0 102 38633601311081604 Count Total 0 75 13 32 0 83 9 53 325 18 1,245 0 Peak Hour All 0 18 6 62 0 27 486 62 0 0 4 2 0 13 0050100 5 386 0 HV 0 0 0 1 0 0 8 140 18 0 12 108140315210 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-33%2%0%3%0%0%24%-13%0%HV%-0%0%7%- 0 1 7:15 AM 2 0 0 2 4 0 0 1 0 0 1 0 0 West North South 7:00 AM 2 0 1 0 3 0 EB WB NB SB Total East 7:45 AM 0 2 2 0 4 0 1 0 0 0 1 0 7:30 AM 0 1 1 0 2 0 1 0 0 0 0 0 0 0 0 0 8:15 AM 1 1 2 1 5 0 0 0 0 0 0 1 0 0 0 0 8:00 AM 0 1 0 0 1 0 0 0 1 0 1 0 8:45 AM 1 2 1 0 4 2 3 0 0 0 0 0 8:30 AM 0 0 2 2 4 0 0 1 1 0 1 0 0 0 0 0 9:15 AM 0 0 0 1 1 0 4 1 0 0 1 0 0 0 0 4 9:00 AM 1 2 1 1 5 0 0 4 0 0 4 0 9:45 AM 1 1 1 3 6 0 0 0 0 0 0 0 9:30 AM 1 2 2 2 7 0 0 0 2 5 11 0 0 0 0 0 10:15 AM 0 2 0 3 5 2 3 1 0 3 6 0 0 0 0 0 10:00 AM 1 1 1 1 4 2 2 2 0 1 5 0 10:45 AM 0 1 0 0 1 0 1 0 0 0 0 0 10:30 AM 0 1 0 2 3 0 0 1 0 0 5 0 0 2 0 0 0210250 2 6 Peak Hour 1 5 1 6 13 6 5 18 6 13 45 1 0Count Total 10 17 14 18 59 8 01 5 17 0 0 2 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound 0 0 0 3 0 7:15 AM 0 2 0 0 0 0 0 1 0 0 TH RT 7:00 AM 0 2 0 0 0 0 0 UT LT TH RT UT LT 4 0 7:30 AM 0 0 0 0 0 1 0 0 0 0 2 0 00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 11 8:15 AM 0 1 0 0 1 0 0 0 0 0 4 13 8:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 5 12 8:30 AM 0 0 0 0 0 0 0 2 0 0 0 1 0010000 0 0 0 2 0 0 0 2 0 4 14 8:45 AM 0 0 0 1 0 0 0 2 0 0 0 1 0 5 18 9:15 AM 0 0 0 0 1 0 1 0 0 0 4 14 9:00 AM 0 0 0 1 0 1 0 1 0 0 0 0 0 1 14 9:30 AM 0 1 0 0 0 0 0 0 0 0 0 1 00 0 0 0 0 0 0 1 0 0 0 0 0 2 0 7 17 9:45 AM 0 1 0 0 2 0 0 2 0 0 1 0 0 4 18 10:15 AM 0 0 0 0 1 0 1 0 0 0 6 19 10:00 AM 0 0 0 1 0 0 0 1 0 0 0 2 1 5 22 10:30 AM 0 0 0 0 0 0 0 0 0 0 3 0 00 0 0 2 0 0 0 0 0 1 0 0 0 2 0 3 18 10:45 AM 0 0 0 0 1 0 0 0 0 0 1 130 0 0 0 0 0 6 11 1 59 0 Peak Hour 0 0 0 1 13 0 2 12 0 0Count Total 0 7 0 3 0 4 0 1 07:00 AM RT 13 0 Interval Start Driveway SH 82 Frontage Rd CR 100 CR 100 15-min Total Rolling One Hour 0 0 0 4 2 0000501 RTTHLT RTTHLTRT 3 8:00 AM 1100 1 0 7:45 AM 0 0 0 0 0 7:30 AM 00 0 0 00 07:15 AM 0 0 0 0 0 0 3 5 8:45 AM 0 1 0 0 3 8:30 AM 1000001 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 19 9:30 AM 111 0 5 00 1 1 9 9:15 AM 0 0 0 8 9:00 AM 400 00 0 0 0 0 0 0 0 0 0 0 22 10:15 AM 0 0 0 17 10:00 AM 5000 0 16 9:45 AM 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 2 500 0 1 17 10:45 AM 0 1 0 0 16 10:30 AM 50 0 0 00 00 0 2 0 0 0 Peak Hour 2 11Count Total 0 THLT 17023001 45 0 17 6 0042 2 0 0 0 1000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 1 0 0 2 600 3 2 0 602 14 4 0 1 0 0 4 0 0 0 0 0 4 0 0 0 0 0 1 0 0 1 0 0 1 2 0 0 0 0 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COMwww.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound NorthboundSouthbound UTLTTHRTUTLTTHRT Interval Start DrivewaySH 82 Frontage RdCR 100CR 10015-min Total Rolling One HourEastboundWestbound 00030 7:15 AM0200 000100 THRT 7:00 AM0200000 UTLTTHRTUTLT 40 7:30 AM0000010 000200000000 000200 00020 7:45 AM0000 000100 000111 8:15 AM0100 100000 413 8:00 AM0000000 200000 512 8:30 AM0000000 200010010000 000200 020414 8:45 AM0001 000200 010518 9:15 AM0000 101000 414 9:00 AM0001010 100000 114 9:30 AM0100000 000010000000 010000 020717 9:45 AM0100 200200 100418 10:15 AM0000 101000 619 10:00 AM0001000 100021 522 10:30 AM0000000 000300000200 000100 020318 10:45 AM0000 100000 113000000 6111590 Peak Hour0001 13021200Count Total0703040 107:00 AM RT 130 Interval Start DrivewaySH 82 Frontage RdCR 100CR 10015-min Total Rolling One Hour 000420000501 RTTHLTRTTHLTRT 3 8:00 AM 1100 10 7:45 AM 0000 0 7:30 AM 00000007:15 AM0 00 000 35 8:45 AM 0100 3 8:30 AM 1000001 02 8:15 AM 000 000 000 000 19 9:30 AM 11105001 19 9:15 AM 000 8 9:00 AM 4000000 000 000 0 0 22 10:15 AM 000 17 10:00 AM 5000 016 9:45 AM 0000 200 002 000000 02 5000 117 10:45 AM 0100 16 10:30 AM 5000000002 000 Peak Hour 211Count Total 0 THLT 17023001 450 17 6 0042 20 00 1000 0 0 0 00 0 THLT 00000000 0 00 0 0 000 000 1 002 600320 6021440 100 400 000 400 000 100 100 120 00 010 030 0 00 00 000 000 00 200 TJ Wethington 720-646-1008tj.wethington@idaxdata.com www.idaxdata.com to to Four-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 1 0 0 2 3 Date: 07/15/2023 Peak Hour Count Period: 7:00 AM 11:00 AM SB 12.2%0.74 TOTAL 3.5%0.94 WB 2.6%0.94 NB 3.3% 0.94 Peak Hour: 9:15 AM 10:15 AM HV %:PHF EB 3.3%0.87 38 0 10 2 6 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 379 0 9:30 AM 9 152 14 0 25 134 4 0 1 13 30 0 8 6 11 407 0 9:15 AM 0 6 171 11 0 21 103 5 0 4 2 10 5 384 1,591 9:45 AM 8 189 11 0 20 124 16 0 1 7 37 0 1 1 6 28 1,591 0 HV 0 0 20 4 0 2 10 4 0 0 0 0 421 0 10:00 AM 5 137 11 0 25 129 6 0 7 4 37 0 8 Peak Hour All 0 28 649 47 0 91 490 31 0 13 26 142 0 27 19 0 5 1 0 7 1 1 55 0 HV%-0%3%9%-2%2%13%-0%19%1%-26%5%4%3%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 1 6 2 0 4 12 6 1 0 0 0 4 7 4 1 16 0 0 0 1 1 0 0 0 0 9:15 AM 0 1 0 5 8 4 1 1 14 1 0 2 0 3 0 0 Peak Hour 24 16 6 9 55 1 1 2 9 13 2 0 0 1 10:00 AM 9:30 AM 9:45 AM 0 0 6 3 1 3 13 0 0 0 3 3 1 0 1 0 0 1 8 0 020 1 0 0 0 1 0 2 N CR 100 SH 82 SH 82 CR 1 0 0 SH 82 CR 1 0 0 1,591TEV: 0.94PHF: 28 19 27 74 85 0 31 490 91 612 8180 14 22613 18 1 15 7 0 47 649 28 724 531 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries Note: Four-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 1 0 0 0 0 1 0 0 2 2 0 1 7 3 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min TotalUTLTTHRT 0 5 53 3 0 1 6 4 1 262 0 7:15 AM 0 0 172 15 0 0 1 3 29 07:00 AM 0 4 140 13 0 9 52 1 2 5 321 0 7:45 AM 0 5 174 5 2 0 3 1 20 0 295 0 7:30 AM 0 3 198 7 0 7 72 1 29 0 7 4 5 343 1,221 8:00 AM 0 4 164 5 0 6 64 5 37 0 9 5 1101471205 0 17 80 8 0 4 7 3 7 289 1,248 8:15 AM 0 5 174 8 3 0 6 3 17 0 9 6 5 311 1,289 8:45 AM 0 9 128 3 1 0 3 1 29 0 346 1,299 8:30 AM 0 6 138 6 0 19 88 2 32 0 7 2 7 322 1,268 9:00 AM 0 4 156 6 0 17 116 6 31 0 6 8 502197206 0 21 103 5 0 4 8 0 7 365 1,344 9:15 AM 0 6 171 11 9 0 8 3 31 0 8 6 11 407 1,473 9:45 AM 0 8 189 11 4 0 1 13 30 0 379 1,377 9:30 AM 0 9 152 14 0 25 134 2 38 0 10 2 6 421 1,572 10:00 AM 0 5 137 11 0 25 129 7 37 0 1 1 60201241601 0 17 126 9 0 8 8 10 5 384 1,591 10:15 AM 0 3 146 9 6 0 7 4 37 0 11 6 7 412 1,585 10:45 AM 0 5 155 8 3 0 8 5 39 0 368 1,580 10:30 AM 0 3 153 10 0 23 144 7 26 0 8 4 5 378 1,5425370953026114605 Count Total 0 79 2,547 142 0 272 1,567 115 68 96 5,603 0 Peak Hour All 0 28 649 79 0 71 68 499 0 0 7 1 1 55 01040051 28 1,591 0 HV 0 0 20 4 0 2 13 26 142 0 27 1947091490310 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-26%5%4%3%2%2%13%-0%19%HV%-0%3%9%- 0 0 7:15 AM 9 2 2 0 13 0 0 0 0 0 0 0 0 West North South 7:00 AM 6 1 1 0 8 0 EB WB NB SB Total East 7:45 AM 8 3 4 0 15 0 0 0 0 0 0 0 7:30 AM 5 5 1 0 11 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 5 2 2 0 9 0 0 0 0 0 0 1 0 0 0 0 8:00 AM 6 6 1 0 13 0 0 0 0 0 0 0 8:45 AM 2 3 3 2 10 1 4 0 0 0 0 0 8:30 AM 4 5 2 4 15 2 0 1 1 0 1 0 0 0 0 0 9:15 AM 6 2 0 4 12 0 1 0 0 0 0 0 0 0 0 0 9:00 AM 4 6 1 1 12 0 0 0 0 0 0 0 9:45 AM 8 4 1 1 14 1 1 0 0 0 0 0 9:30 AM 4 7 4 1 16 0 0 0 0 5 6 1 0 0 0 1 10:15 AM 2 6 1 1 10 0 0 0 0 3 3 1 0 0 0 0 10:00 AM 6 3 1 3 13 0 1 0 2 0 3 0 10:45 AM 6 5 1 1 13 2 3 0 0 0 0 1 10:30 AM 4 7 1 3 15 0 0 1 0 0 0 1 0 0 0 0 1000220 0 3 Peak Hour 24 16 6 9 55 1 1 1 5 14 23 4 0Count Total 85 67 26 21 199 3 12913200 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One HourEastboundWestbound 0 0 0 8 0 7:15 AM 0 0 8 1 0 0 0 0 1 0 TH RT 7:00 AM 0 0 4 2 0 0 1 UT LT TH RT UT LT 13 0 7:30 AM 0 0 5 0 0 0 5 0 2 0 0 0 0002000 0 0 3 0 0 1 0 0 0 11 0 7:45 AM 0 0 8 0 0 0 0 0 1 0 0 0 0 13 52 8:15 AM 0 0 5 0 2 0 0 1 0 0 15 47 8:00 AM 0 1 5 0 0 1 3 2 1 0 0 0 0 9 48 8:30 AM 0 0 2 2 0 1 4 0 2 0 0 0 0002000 0 0 2 1 0 0 3 1 0 15 52 8:45 AM 0 0 2 0 0 0 0 0 2 0 1 0 0 12 46 9:15 AM 0 0 5 1 1 0 0 1 0 0 10 47 9:00 AM 0 0 4 0 0 0 5 2 1 0 2 0 0 12 49 9:30 AM 0 0 4 0 0 1 5 0 0 0 3 0 1011000 0 0 2 2 0 0 1 0 0 16 50 9:45 AM 0 0 6 2 1 0 0 4 0 0 3 0 0 13 55 10:15 AM 0 1 1 0 1 0 0 1 0 0 14 54 10:00 AM 0 0 5 1 0 0 2 0 1 0 0 1 0 10 53 10:30 AM 0 0 3 1 0 1 6 1 0 0 0 1 0004200 0 0 5 0 0 0 3 0 0 15 52 10:45 AM 0 0 4 2 0 0 0 1 0 0 13 51100100 17 3 1 199 0 Peak Hour 0 0 20 4 10 0 1 14 11 0Count Total 0 2 71 12 0 5 52 0 07:00 AM RT 55 0 Interval Start SH 82 SH 82 CR 100 CR 100 15-min Total Rolling One Hour 5 1 0 7 1 10 2 10 4 0 0 RTTHLT RTTHLTRT 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00 0 0 00 07:15 AM 0 0 0 0 0 0 4 5 8:45 AM 0 1 0 0 1 8:30 AM 10 0 0 00 1 0 0 8:15 AM 0 0 0 0 0 0 0 0 2 0 0 0 10 9:30 AM 60 0 5 00 0 0 5 9:15 AM 0 0 0 5 9:00 AM 0000000 0 0 0 0 0 0 0 0 13 10:15 AM 0 0 0 10 10:00 AM 3002 1 7 9:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 200 0 3 9 10:45 AM 1 0 0 0 7 10:30 AM 0000000000 0 0 0 Peak Hour 0 13Count Total 0 THLT 13008102 23 0 8 3 11 4 0 1 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 1 300 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com 104 Colorado Extreme Sports | Amended Land Use Change Appendicies Location:CR 100 W/O CO Extreme Drwy Date Range:7/13/2023 - 7/19/2023 Site Code:03 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 4 9 13 - - -9 10 19 - - - - - - - - - - - -4 9 13 1:00 AM 6 2 8 - - -3 6 9 - - - - - - - - - - - -6 2 8 2:00 AM 1 4 5 - - -4 3 7 - - - - - - - - - - - -1 4 5 3:00 AM 1 2 3 - - -3 1 4 - - - - - - - - - - - -1 2 3 4:00 AM 6 1 7 - - -5 0 5 - - - - - - - - - - - -6 1 7 5:00 AM 34 8 42 - - -15 2 17 - - - - - - - - - - - -34 8 42 6:00 AM 170 51 221 - - -65 24 89 - - - - - - - - - - - -170 51 221 7:00 AM 261 100 361 - - -110 50 160 - - - - - - - - - - - -261 100 361 8:00 AM 265 159 424 - - -103 89 192 - - - - - - - - - - - -265 159 424 9:00 AM 179 154 333 - - -136 92 228 - - - - - - - - - - - -179 154 333 10:00 AM 170 169 339 - - -143 142 285 - - - - - - - - - - - -170 169 339 11:00 AM 171 171 342 - - -149 173 322 - - - - - - - - - - - -171 171 342 12:00 PM 186 197 383 - - -147 172 319 - - - - - - - - - - - -186 197 383 1:00 PM 184 206 390 - - -142 163 305 - - - - - - - - - - - -184 206 390 2:00 PM 179 213 392 - - -155 162 317 - - - - - - - - - - - -179 213 392 3:00 PM 205 268 473 - - -138 166 304 - - - - - - - - - - - -205 268 473 4:00 PM 228 348 576 - - -116 249 365 - - - - - - - - - - - -228 348 576 5:00 PM 219 382 601 - - -108 260 368 - - - - - - - - - - - -219 382 601 6:00 PM 151 366 517 - - -112 192 304 - - - - - - - - - - - -151 366 517 7:00 PM 112 244 356 - - -111 135 246 - - - - - - - - - - - -112 244 356 8:00 PM 159 124 283 - - -104 98 202 - - - - - - - - - - - -159 124 283 9:00 PM 292 79 371 - - -136 54 190 - - - - - - - - - - - -292 79 371 10:00 PM 63 42 105 - - -128 37 165 - - - - - - - - - - - -63 42 105 11:00 PM 14 31 45 - - -44 27 71 - - - - - - - - - - - -14 31 45 Total 3,260 3,330 6,590 - - -2,186 2,307 4,493 - - - - - - - - - - - -3,260 3,330 6,590 Percent 49% 51%- -49% 51%- -- -- -- -49% 51% AM Peak 08:00 11:00 08:00 - - -11:00 11:00 11:00 - - - - - - - - - - - -08:00 11:00 08:00 Vol.265 171 424 - - -149 173 322 - - - - - - - - - - - -265 171 424 PM Peak 21:00 17:00 17:00 - - -14:00 17:00 17:00 - - - - - - - - - - - -21:00 17:00 17:00 Vol.292 382 601 - - -155 260 368 - - - - - - - - - - - -292 382 601 1. Mid-week average includes data between Tuesday and Thursday. 7/13/2023 7/14/2023 7/15/2023 7/16/2023 7/17/2023 7/18/2023Time Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average7/19/2023 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Four-Hour Count Summaries - Heavy Vehicles Four-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound NorthboundSouthbound UTLTTHRTUTLTTHRT Interval Start SH 82SH 82CR 100CR 10015-min Total Rolling One HourEastboundWestbound 00080 7:15 AM0081 000010 THRT 7:00 AM0042001 UTLTTHRTUTLT 130 7:30 AM0050005 020000002000 003001 000110 7:45 AM0080 000010 0001352 8:15 AM0050 200100 1547 8:00 AM0150013 210000 948 8:30 AM0022014 020000002000 002100 3101552 8:45 AM0020 000020 1001246 9:15 AM0051 100100 1047 9:00 AM0040005 210200 1249 9:30 AM0040015 000301011000 002200 1001650 9:45 AM0062 100400 3001355 10:15 AM0110 100100 1454 10:00 AM0051002 010010 1053 10:30 AM0031016 100010004200 005000 3001552 10:45 AM0042 000100 1351100100 17311990 Peak Hour00204 100114110Count Total0271120552 007:00 AM RT 550 Interval Start SH 82SH 82CR 100CR 10015-min Total Rolling One Hour 5107110210400 RTTHLTRTTHLTRT 0 8:00 AM 0000 00 7:45 AM 0000 0 7:30 AM 00000007:15 AM0 00 000 45 8:45 AM 0100 1 8:30 AM 1000001 00 8:15 AM 000 000 002 000 10 9:30 AM 6005000 05 9:15 AM 000 5 9:00 AM 0000000 000 000 0 0 13 10:15 AM 000 10 10:00 AM 3002 17 9:45 AM 0000 001 000 000000 00 2000 39 10:45 AM 1000 7 10:30 AM 0000000000 000 Peak Hour 013Count Total 0 THLT 13008102 230 8 3 1140 10 00 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 000 000 0 000 100001 300001 000 001 000 000 000 000 000 000 01 000 030 0 00 00 000 000 20 020 TJ Wethington 720-646-1008tj.wethington@idaxdata.com 105 Colorado Extreme Sports | Amended Land Use Change Appendicies Location:CR 100 N/O Roaring Fork Bridge Date Range:7/13/2023 - 7/19/2023 Site Code:04 NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 4 8 12 - - -9 10 19 - - - - - - - - - - - -4 8 12 1:00 AM 6 2 8 - - -3 7 10 - - - - - - - - - - - -6 2 8 2:00 AM 1 5 6 - - -4 3 7 - - - - - - - - - - - -1 5 6 3:00 AM 1 2 3 - - -3 1 4 - - - - - - - - - - - -1 2 3 4:00 AM 5 0 5 - - -5 0 5 - - - - - - - - - - - -5 0 5 5:00 AM 32 8 40 - - -14 2 16 - - - - - - - - - - - -32 8 40 6:00 AM 169 50 219 - - -64 25 89 - - - - - - - - - - - -169 50 219 7:00 AM 252 118 370 - - -109 54 163 - - - - - - - - - - - -252 118 370 8:00 AM 268 169 437 - - -105 89 194 - - - - - - - - - - - -268 169 437 9:00 AM 184 160 344 - - -136 110 246 - - - - - - - - - - - -184 160 344 10:00 AM 174 173 347 - - -148 153 301 - - - - - - - - - - - -174 173 347 11:00 AM 173 173 346 - - -156 178 334 - - - - - - - - - - - -173 173 346 12:00 PM 202 199 401 - - -150 183 333 - - - - - - - - - - - -202 199 401 1:00 PM 180 196 376 - - -142 179 321 - - - - - - - - - - - -180 196 376 2:00 PM 190 214 404 - - -157 163 320 - - - - - - - - - - - -190 214 404 3:00 PM 200 282 482 - - -148 164 312 - - - - - - - - - - - -200 282 482 4:00 PM 224 356 580 - - -126 243 369 - - - - - - - - - - - -224 356 580 5:00 PM 209 402 611 - - -112 276 388 - - - - - - - - - - - -209 402 611 6:00 PM 162 375 537 - - -114 197 311 - - - - - - - - - - - -162 375 537 7:00 PM 122 247 369 - - -110 125 235 - - - - - - - - - - - -122 247 369 8:00 PM 165 119 284 - - -102 99 201 - - - - - - - - - - - -165 119 284 9:00 PM 293 78 371 - - -137 55 192 - - - - - - - - - - - -293 78 371 10:00 PM 71 41 112 - - -134 35 169 - - - - - - - - - - - -71 41 112 11:00 PM 14 30 44 - - -45 28 73 - - - - - - - - - - - -14 30 44 Total 3,301 3,407 6,708 - - -2,233 2,379 4,612 - - - - - - - - - - - -3,301 3,407 6,708 Percent 49% 51%- -48% 52%- -- -- -- -49% 51% AM Peak 08:00 10:00 08:00 - - -11:00 11:00 11:00 - - - - - - - - - - - -08:00 10:00 08:00 Vol.268 173 437 - - -156 178 334 - - - - - - - - - - - -268 173 437 PM Peak 21:00 17:00 17:00 - - -14:00 17:00 17:00 - - - - - - - - - - - -21:00 17:00 17:00 Vol.293 402 611 - - -157 276 388 - - - - - - - - - - - -293 402 611 1. Mid-week average includes data between Tuesday and Thursday. 7/13/2023 7/14/2023 7/15/2023 7/16/2023 7/17/2023 7/18/2023Time Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average7/19/2023 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 106 Colorado Extreme Sports | Amended Land Use Change Appendicies Location:CR 100 E/O Snowmass Dr Date Range:7/13/2023 - 7/19/2023 Site Code:05 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 6 8 14 - - -6 11 17 - - - - - - - - - - - -6 8 14 1:00 AM 6 3 9 - - -4 5 9 - - - - - - - - - - - -6 3 9 2:00 AM 1 4 5 - - -3 2 5 - - - - - - - - - - - -1 4 5 3:00 AM 2 2 4 - - -3 2 5 - - - - - - - - - - - -2 2 4 4:00 AM 8 0 8 - - -8 1 9 - - - - - - - - - - - -8 0 8 5:00 AM 64 7 71 - - -17 4 21 - - - - - - - - - - - -64 7 71 6:00 AM 205 52 257 - - -70 25 95 - - - - - - - - - - - -205 52 257 7:00 AM 250 132 382 - - -111 54 165 - - - - - - - - - - - -250 132 382 8:00 AM 273 175 448 - - -124 89 213 - - - - - - - - - - - -273 175 448 9:00 AM 196 167 363 - - -142 111 253 - - - - - - - - - - - -196 167 363 10:00 AM 177 171 348 - - -150 141 291 - - - - - - - - - - - -177 171 348 11:00 AM 187 163 350 - - -152 185 337 - - - - - - - - - - - -187 163 350 12:00 PM 207 201 408 - - -147 185 332 - - - - - - - - - - - -207 201 408 1:00 PM 201 215 416 - - -150 173 323 - - - - - - - - - - - -201 215 416 2:00 PM 193 209 402 - - -162 172 334 - - - - - - - - - - - -193 209 402 3:00 PM 230 282 512 - - -137 168 305 - - - - - - - - - - - -230 282 512 4:00 PM 249 331 580 - - -123 242 365 - - - - - - - - - - - -249 331 580 5:00 PM 255 369 624 - - -115 275 390 - - - - - - - - - - - -255 369 624 6:00 PM 253 299 552 - - -117 195 312 - - - - - - - - - - - -253 299 552 7:00 PM 259 192 451 - - -121 134 255 - - - - - - - - - - - -259 192 451 8:00 PM 151 152 303 - - -118 108 226 - - - - - - - - - - - -151 152 303 9:00 PM 103 349 452 - - -151 56 207 - - - - - - - - - - - -103 349 452 10:00 PM 40 68 108 - - -129 39 168 - - - - - - - - - - - -40 68 108 11:00 PM 15 32 47 - - -40 26 66 - - - - - - - - - - - -15 32 47 Total 3,531 3,583 7,114 - - -2,300 2,403 4,703 - - - - - - - - - - - -3,531 3,583 7,114 Percent 50% 50%- -49% 51%- -- -- -- -50% 50% AM Peak 08:00 08:00 08:00 - - -11:00 11:00 11:00 - - - - - - - - - - - -08:00 08:00 08:00 Vol.273 175 448 - - -152 185 337 - - - - - - - - - - - -273 175 448 PM Peak 19:00 17:00 17:00 - - -14:00 17:00 17:00 - - - - - - - - - - - -19:00 17:00 17:00 Vol.259 369 624 - - -162 275 390 - - - - - - - - - - - -259 369 624 1. Mid-week average includes data between Tuesday and Thursday. 7/13/2023 7/14/2023 7/15/2023 7/16/2023 7/17/2023 7/18/2023Time Thursday Friday Saturday Sunday Monday Tuesday Wednesday Mid-Week Average7/19/2023 1 TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com DHMDESIGN.COM Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB 0:00 00 0:15 00 0:30 00 0:45 00 1:00 00 1:15 00 1:30 00 1:45 00 2:00 00 2:15 00 2:30 00 2:45 00 3:00 00 3:15 00 3:30 00 3:45 00 4:00 00 4:15 00 4:30 00 4:45 00 5:00 00 5:15 00 5:30 00 5:45 00 6:00 00 6:15 00 6:30 00 6:45 00 7:00 00 7:15 00 7:30 00 7:45 00 8:00 00 8:15 00 8:30 00 8:45 00 9:00 01 9:15 00 9:30 00 9:45 00 10:00 11 10:15 88 10:30 00 10:45 00 11:00 00 11:15 00 11:30 00 11:45 00 1 18 0 0 0 0 0 Time Pedestrians 7/13/2023 0 0 Total Trail Crossing 0 0 0 Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB Time Pedestrians 7/13/2023 Total Trail Crossing 12:00 00 12:15 00 12:30 00 12:45 00 13:00 00 13:15 00 13:30 00 13:45 00 14:00 00 14:15 00 14:30 00 14:45 00 15:00 00 15:15 00 15:30 00 15:45 00 16:00 00 16:15 00 16:30 00 16:45 00 17:00 00 17:15 00 17:30 00 17:45 00 18:00 00 18:15 00 18:30 00 18:45 00 19:00 00 19:15 00 19:30 00 19:45 00 20:00 00 20:15 00 20:30 00 20:45 00 21:00 00 21:15 00 21:30 00 21:45 00 22:00 0 0 22:15 0 0 22:30 0 0 22:45 0 0 23:00 0 0 23:15 0 0 23:30 0 0 23:45 0 0 Total 9 10 19 0 0 0 0 0 0 0 0 0 0 0 0 DHMDESIGN.COM Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB 0:00 00 0:15 00 0:30 00 0:45 00 1:00 00 1:15 00 1:30 00 1:45 00 2:00 00 2:15 00 2:30 00 2:45 00 3:00 00 3:15 00 3:30 00 3:45 00 4:00 00 4:15 00 4:30 00 4:45 00 5:00 00 5:15 00 5:30 00 5:45 10 6:00 10 6:15 00 6:30 00 6:45 00 7:00 01 7:15 31 7:30 30 7:45 62 8:00 21 8:15 63 8:30 51 8:45 53 9:00 42 9:15 37 9:30 22 9:45 62 10:00 15 10:15 53 10:30 76 10:45 93 11:00 97 11:15 5 10 11:30 25 11:45 5 16 Bikes Trail Crossing Total 0 0 0 0 0 1 1 16 26 28 7/13/2023 Time 39 59 Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB Bikes Trail Crossing Total 7/13/2023 Time 12:00 1 11 12:15 31 12:30 7 11 12:45 42 13:00 03 13:15 25 13:30 50 13:45 10 14:00 03 14:15 01 14:30 39 14:45 12 15:00 03 15:15 10 15:30 11 15:45 31 16:00 31 16:15 32 16:30 31 16:45 33 17:00 16 17:15 12 17:30 14 17:45 13 18:00 24 18:15 04 18:30 04 18:45 43 19:00 33 19:15 37 19:30 12 19:45 31 20:00 02 20:15 10 20:30 42 20:45 01 21:00 00 21:15 00 21:30 00 21:45 00 22:00 0 0 22:15 0 0 22:30 0 0 22:45 0 0 23:00 0 0 23:15 0 0 23:30 0 0 23:45 0 0 Total 159 188 347 0 0 0 10 10 19 19 21 23 40 16 19 DHMDESIGN.COM Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB 0:00 00 0:15 00 0:30 00 0:45 00 1:00 00 1:15 00 1:30 00 1:45 00 2:00 00 2:15 00 2:30 00 2:45 00 3:00 00 3:15 00 3:30 00 3:45 00 4:00 00 4:15 00 4:30 00 4:45 00 5:00 00 5:15 00 5:30 00 5:45 00 6:00 20 6:15 10 6:30 04 6:45 11 7:00 21 7:15 00 7:30 00 7:45 00 8:00 00 8:15 00 8:30 00 8:45 10 9:00 00 9:15 00 9:30 00 9:45 00 10:00 11 10:15 00 10:30 00 10:45 00 11:00 00 11:15 00 11:30 00 11:45 00 7/15/2023 Trail Crossing Time Pedestrians Total 0 0 0 0 0 0 9 3 1 0 2 0 Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB 7/15/2023 Trail Crossing Time Pedestrians Total 12:00 00 12:15 00 12:30 00 12:45 00 13:00 00 13:15 00 13:30 00 13:45 00 14:00 00 14:15 00 14:30 00 14:45 00 15:00 00 15:15 00 15:30 00 15:45 00 16:00 00 16:15 00 16:30 00 16:45 00 17:00 00 17:15 00 17:30 00 17:45 00 18:00 00 18:15 00 18:30 00 18:45 00 19:00 00 19:15 00 19:30 00 19:45 10 20:00 00 20:15 00 20:30 00 20:45 00 21:00 00 21:15 00 21:30 00 21:45 00 22:00 00 22:15 00 22:30 00 22:45 00 23:00 00 23:15 00 23:30 00 23:45 00 Total 9 7 16 0 0 0 0 0 0 0 0 0 0 1 0 DHMDESIGN.COM Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB 0:00 00 0:15 00 0:30 00 0:45 00 1:00 00 1:15 00 1:30 00 1:45 00 2:00 00 2:15 00 2:30 00 2:45 00 3:00 00 3:15 00 3:30 00 3:45 00 4:00 00 4:15 00 4:30 00 4:45 00 5:00 00 5:15 00 5:30 00 5:45 10 6:00 00 6:15 01 6:30 00 6:45 00 7:00 01 7:15 01 7:30 20 7:45 40 8:00 33 8:15 53 8:30 31 8:45 84 9:00 64 9:15 98 9:30 78 9:45 23 11 10:00 12 11 10:15 69 10:30 57 10:45 8 11 11:00 21 8 11:15 4 20 11:30 18 26 11:45 8 12 117 7/15/2023 Bikes Trail Crossing Time Total 0 0 0 0 0 1 1 8 30 76 69 Location: CO Extreme Drwy / Trail Crossing Date: Site Code:PED 4 EB WB 7/15/2023 Bikes Trail Crossing Time Total 12:00 6 11 12:15 65 12:30 8 12 12:45 10 10 13:00 43 13:15 5 16 13:30 10 8 13:45 5 15 14:00 73 14:15 5 18 14:30 34 14:45 42 15:00 43 15:15 11 15:30 15 15:45 04 16:00 02 16:15 30 16:30 21 16:45 22 17:00 24 17:15 06 17:30 23 17:45 07 18:00 03 18:15 20 18:30 33 18:45 10 19:00 42 19:15 01 19:30 43 19:45 24 20:00 01 20:15 00 20:30 10 20:45 00 21:00 00 21:15 00 21:30 00 21:45 00 22:00 0 0 22:15 0 0 22:30 0 0 22:45 0 0 23:00 0 0 23:15 0 0 23:30 0 0 23:45 0 0 Total 260 311 571 68 66 46 19 12 12 20 2 0 0 0 24 DHMDESIGN.COM APPENDIX B – ACCESS PERMIT AND DRGWR PRIVATE WAY LICENSE 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 70 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 71 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 72 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 73 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 74 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 75 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 76 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 77 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 78 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 79 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 80 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 81 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 82 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 83 DHMDESIGN.COM 2340 County Road 100 - Nordic Gardens Land Fund, LLC: 84 Blue Mind LLC has engaged a new engineering firm, Roaring Fork Engineering, to carry forward any additional materials needed for this application. As part of this application, we have included the previous engineering report prepared by JVA for the 2023 application submittal for informational purposes and will be coordinating with Roaring Fork Engineering to revise and update this report to reflect the altered proposed conditions and produce any suplementary drawings to support those conditions. JVA’s engineering report contains narrative descriptions of the implemented site improvements related to the site entry, union ditch piping and expanded parking to support a second hockey rink. Since the writing of this report, Blue Mind LLC purchased the lot to the west of the existing parcel and the two properties have been consolidated. While the previous site plans and report contained a second rink, this rink has been relocated to the western edge of the consolidated lot and has also been updated from a small rink (115 x 55’) to a full-size rink (80 x 200’). A second training facility (long span structure) has also been added, this will be located on the far northeastern edge of the developable portion of the property. Additional parking and ADA parking have also been provided to account for the increased number of athletes associated with these improvements although full programmatic use of the Long Span Structure will not occur till a subsequent phase. Proposed grading on site remains minimal to reduce disturbance and impacts. As in the previous report, no offsite drainage will be required and existing drainage patterns from the large hillside above the project limits will remain the same. Drainage swales are provided around the proposed facilities and erosion control measures have been proposed in these locations. All the utilities descriptions in the previous engineering report remain the same apart from the newly purchased parcel containing a second well. An updated well-test is being prepared and will be provided after this application submittal but the previous pump test for the original well showed capacity for the anticipated use of the site. The proposed number of portable toilets will remain the same and will remain adequate to serve the proposed usage of 150 people per day. No changes to electric, gas communications or telephone utilities are proposed, those items will remain as they are described in the previous engineering report. Appendix D - Engineering Report JVA Engineering, Inc. DHMDESIGN.COM Civil Engineering Report Colorado Extreme Hockey Rink 2340 Cr 100 Carbondale, Colorado 81623 1. Existing Conditions The existing parcel under evaluation for this engineering report is located at 2340 County Road 100, also known as Catherine Store Road, outside of Carbondale, Colorado. The Garfield County Parcel ID is 239336400267 with a legal description of “Section: 36 Township: 7 Range: 88 A PARCEL OF LAND IN GOVERNMENT LOTS 17 AND 21, A PORTION OF GOVERNMENT LOT 14, SEC. 31, TWN 7, RNG 87, AND IN GOVENMENT LOT 1, SEC. 1, TWN 8, RNG 88. 35.02 ACRES”. The parcel is 34.67 acres in size, with only 4.90 acres being developable due to steep hillside conditions within the southern portion of the property. The site was historically used as a contractor’s yard prior to Colorado Extreme ownership. Since 2022 a portion of the developable site has been utilized as a youth hockey facility with primary operation during the winter of ’22-’23. The existing access to the site is located off County Road 100 (CR 100), which serves as a shared access for the neighboring property located to the west. A twenty-foot egress through the RFTA Rio Grande Railroad Corridor is located approximately 35 feet to the south of the county road edge of pavement, allowing for passage through this corridor and onto the site. Developed areas exist only on the north portion of the property, north of the toe of slope of the steep hillside to the south. An existing access easement exists on site between the entry to the property and to the west for legal access to the neighboring property. Gravel drives surround the developed area for circulation and parking, as well as the access for the neighbor to the west. Several small structures have been removed from the interior of the site, leaving only a mobile office in the center of the site for use by the property owner. The Union irrigation ditch runs from the east to the west through the site, as does an irrigation ditch lateral which diverts flows to the north side of CR100. Existing overhead electric lines run within an easement through the lot as well. A temporary hockey facility has been fully built out, as described in the previously approved 2022 land-use application. Currently on site as a part of this development are an outdoor hockey rink and associated ice chillers, a looped gravel access drive around the rink with 42 attached parking stalls (including 2 ADA accessible stalls), light poles and electric yard boxes, and multiple temporary use buildings to support program operations. 2. Proposed Conditions This limited impact review application is requesting the use of the site as “Recreation, Outdoor”. This type of use is noted within the standard county use Table 3-403 (Article 3 of the land use code), under the commercial use category recreation and entertainment. The specific programming of the site will be two temporary ice hockey rinks with associated parking. There are three primary updates currently being proposed on this site. Update 1 – Site Entry/ Shared Driveway: The main entrance to the site has been redesigned to provide safety, accessibility and functionality improvements for Colorado Extreme visitors, drivers on Catherine Store Road (CR100), RFTA multimodal users and residents of the neighboring rural property to the west. These updates are based on data and recommendations from Fox Tuttle made in response to an updated traffic analysis based on the increased quantity of program attendees. These updates include the addition of acceleration and deceleration lanes along CR100, the straightening and widening of the main entrance driveway, and the relocation/ realignment of a portion of the existing Rio Grande trail between the site and CR100. Update 2 – Union Ditch Rerouting: The existing open-channel Union Irrigation Ditch that flows through the center of the Colorado Extreme site was determined to be a hazard to program attendees due to the high flow rates and lack of existing safety measures surrounding the ditch. The ditch has been redesigned to enter a pipe at the east end of the site, and to bypass the central area of the site underground, along the toe of the slope at the south end of the developable portion of the site. The piped condition reduces on-site infiltration and evaporation which results in a lower volume of water loss across the site. A diversion structure was designed to provide flow to the lateral ditch which serves the property to the north of CR100. This lateral was also redesigned to be piped for a majority of its length, which provides added safety and reduced water loss. A Parshall Flume was included along this lateral to properly quantify the diversion of water away from the Union Ditch. Update 3 – Site Improvements: The eastern portion of the property will be minimally improved with new gravel paving and 21 new parking stalls, as well as a small skills- learning hockey rink. This rink will be shaded by the hillside and will therefore only utilize natural ice, with no chillers proposed. The western portion of the property will maintain the existing hockey rink, gravel loop drive and parking as previously developed, with the addition of 9 new parking stalls and the addition of one ADA accessible parking stall. All access roads and driveways shall conform to Garfield County requirements by paving the entry, increasing the width in certain areas, providing adequate shoulders, parking, and grading, as well as navigation and turnaround of emergency vehicles. The existing well onsite is currently permitted through the Colorado Division of Water Resources as a commercial well. Proposed wastewater improvements for this project include temporary portable toilets, that will be self-contained and cleaned/maintained regularly. Existing electric services on-site are adequate to serve the increased usage of the site. 3. Access, Roads and Parking The site will retain the existing access point along eastbound CR100. CR100 will be widened on the south side of the road and on either side of the main entrance, by the addition of a deceleration lane and an acceleration lane, which improve safety and access at the site entrance. The improved access driveway being proposed will connect CR100 and the Colorado Extreme property, located primarily within RFTA-owned right of way. The drive will be paved and increased to 24’ wide with 2’ concrete paved shoulders on both DHMDESIGN.COM sides. This access driveway will extend 10’ into the Colorado Extreme Property. The driveway includes a raised tabletop traffic calming feature at the intersection with the realigned Rio Grande Trail. Curves were added to the paved trail and the portion crossing the driveway was shifted south towards the Colorado Extreme property line. This adds critical stacking distance between CR100 and the trail crossing, which improves safety for trail users. The traffic-calming speed table allows trail users to cross the driveway without changing elevation and requires motor vehicles on the road to slow down and stop for trail users. From the end of the concrete pavement, the improved entrance drive will connect to the existing shared gravel drive on site that connects the access point to the property to the west. This gravel drive is being maintained at a 16’ width with 2’ shoulders. The previous development resulted in a 24-foot-wide gravel drive which loops around the existing hockey rink on the north side connecting to the existing gravel drive on both sides. 43 parking stalls (including 2 ADA accessible stalls) are currently existing on-site along the looped 24-foot- wide portion of the drive, as is a pull-off/drop-off zone on the west side of the rink. The location of this pull-off will prevent cars from queueing up in the main entrance. 30 new parking stalls are proposed to be added to the site to account for the increased traffic and the new programming possible at the skills rink. Two of the existing parking stalls on the west end of the site were converted to an ADA accessible stall and access aisle. This results in a total parking count of 71. Average total users per day is 150. The proposed use of this site is not listed in table 7- 302A, “Minimum Off-Street Parking Standards By Use”, so the total number of parking spots was determined by the approximate average total users at a given time. Users will be split across 4 separate scheduled sessions, with the largest session including 50 people. With 71 total parking stalls on site, there is adequate space for all intended users, with added overflow capacity. The loop portion of the existing drive is designed for one-way traffic around the hockey rink in a clockwise direction. The existing gravel drive through the site will be maintained as a two-way road. A “do not enter” sign is currently installed to control traffic to the correct route. The looped drive also provides access for firefighting apparatus to reach all points on the west half of the developed site. A clear area was delineated on the plans at the east end of the site to provide adequate turning space for a firefighting apparatus. This allows a fire truck to access and serve all portions of the developed site. The turning radii of the roadways allow for adequate turning clearance for a 45’ fire truck. Exhibits showing the fire truck turning movements, and an exhibit showing a large tractor trailer navigating to the neighboring property to the west is included in the civil plan set. Signage and Striping plans are provided by Fox Tuttle and are included in the full plan set. Sight triangles have been provided on the civil plans showing the required clear area free from vegetation required to provide adequate lines of sight when leaving the site. Snow storage area equal to at least 2.5% of the drive area has been provided on the west side of the site just north of the parking stalls in the same location as the proposed grass swale, and at the far east end of the site, east of the proposed parking stalls. 4. Grading and Drainage For this Land Use Application, the proposed grading on the site has been minimized to reduce site disturbance and impacts. The site generally slopes from the southeast to the northwest. Grades do not exceed eight percent in usable areas of proposed disturbance, except for the side slopes of drainage pathways where a 3:1 maximum side slope was utilized, or where the site grading ties into existing grades, in which case existing slopes were matched. The average grade is 5.6%. Total earthwork on site results in a net fill of 3,791 cubic yards. It is anticipated that all fill material can be obtained from existing on-site stockpiles. Existing drainage paths from the large hillside above the project limits are to remain. No offsite drainage will be required for the project, as existing irrigation ditches and other drainage patterns convey runoff away from project limits. No onsite detention is provided. All rainfall that lands on the ice rinks will stay on the ice rinks, and no new impervious areas are provided within the proposed development, other than the improved access driveway so overall runoff patterns will not be affected. An existing grass-lined swale was constructed along the north edge of the proposed parking stalls on the west side of the site, and captures runoff from the proposed development, provides infiltration and water quality treatment before allowing excess runoff to spill over, and sheet flow offsite to the north in existing drainage patterns. This grass swale will not provide detention but will act as water quality treatment onsite and will offset any negative effects of the proposed improvements. Runoff from the proposed paved main entrance will flow into landscaped areas via sheet flow which will provide passive treatment to the runoff prior to entering the roadside drainageway along CR100. Because the lateral ditch to the property north of CR 100 was realigned and piped, a small area east of the proposed entrance driveway cannot drain as it did historically to the irrigation ditch. The resultant low point cannot drain to the west and would need a culvert crossing CR 100 in order to drain. The contributing drainage area to this low point is very small and should not cause adverse conditions. 5. Utilities a. Water Domestic water for the site is located at a well just west of the entrance to the site. There is also an existing water shutoff valve and an existing spigot in this location. The main water use on the proposed site will be for the Zamboni to fill with water to resurface the ice rink. This will be accomplished using the existing spigot. The existing office trailer on the eastern portion of the site has a water treatment system underneath its sink providing potable water. Well pump tests were performed and documented by LRE Water in a memorandum dated June 2, 2023. The pump test reported a long-term yield from the pump to be at least 15 gallons per minute. It is estimated that the peak demand from the well is approximately 10 gallons per minute. Therefore, the pump and well have capacity for the anticipated use of the site. No water improvements are proposed for this project. b. Wastewater 4 Portable toilets are provided to manage wastewater on site and will require no water or sewer utility connections. 2 of the toilets will be ADA accessible. It is assumed 1 DHMDESIGN.COM portable toilet is sufficient for 50 people per day for a week, so 4 portable toilets are more than adequate to serve the approximately 150 people per day that are expected. 3 portable toilets will be located in close proximity to the main hockey rink, and one toilet will be located adjacent to the skills rink. Toilets will be cleaned and maintained regularly. c. Electric An existing overhead electric line exists on site from east to west close to the toe of the existing slope. An overhead electric line spurs off to another standalone power pole on site, near the existing office building. An existing utility control panel is located just west of the main entrance near the existing water utilities. A looped electric service with two transformers was constructed during the previous updates and is currently in place and sized to serve the entire site. Electric service lines currently extend to the ice rink chillers at the west end of the property and to multiple yard boxes near the center of the site where they can be used as outlets for miscellaneous uses. d. Gas No gas service is provided to the structures within the development. e. Communications All communications services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. f. Telephone All telephone services currently in place shall be utilized to service the main office. Pedestals are located near the northeast property corner, close to CR 100. 6. Plans A civil plan set has been included in this submittal. The sheets included in the set are: a. C0.0 – Cover Sheet, including contact information. b. C0.1 – General Notes, Legend, and Abbreviations c. C0.2 – Demolition Plan d. C1.0 – Overall Site Plan, showing full site, as well as limits of disturbance with delineated boundaries. e. C1.1 – Detailed Site Plan, showing locations and dimensions of site features. f. C1.2 – Detailed Grading and Drainage Plan, showing detailed elevations and slopes for features on the west half of the site. g. C1.3 – Detailed Grading and Drainage Plan, showing detailed elevations and slopes for features on the east half of the site. h. C1.4 – Entrance Driveway Plan and Profile i. C1.5 – Union Ditch Plan and Profile j. C1.6 – Union Ditch Plan and Profile k. C1.7 – Ackerman/Coffman Ditch Plan and Profile l. CD1.0 – Grading & Drainage Details m. CD1.1 – Grading & Drainage Details n. CD1.2 – Grading & Drainage Details o. CD1.3 – Site Details p. CE1.0 – Erosion Control Plan q. CE1.1 – SWMP Notes, outlining the storm water management plan r. CE1.2 – Erosion Control Details s. C4.0 – Vehicle Turning Simulation, showing fire truck turning movements t. C4.1 – Vehicle Turning Simulation, showing tractor trailer turning movements u. C4.2 – Vehicle Turning Simulation, showing fire truck turning movements v. C6.0 – Site Easements w. 1 – Signing and Striping Tabulations x. 2 – Signing and Striping Plan y. 3 – Signing and Striping Plan z. 4 – Striping Details aa. 5 – Striping Details If there are any questions or concerns regarding this report or items discussed within, feel free to reach out to the contact information below. J.R. Spung, P.E. JVA, Inc. jspung@jvajva.com (970) 404-3085 COLORADO EXTREME YOUTH HOCKEY FACILITY 2340 CR 100, CARBONDALE, CO 81623 GARFIELD COUNTY LAND USE SUBMITTAL CO V E R S H E E T C0.0 Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver Know what's R E UPA OE OE X X GE N E R A L N O T E S , L E G E N D A N D AB B R E V I A T I O N S C0.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO DE M O L I T I O N P L A N C0.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO FO FO OV E R A L L S I T E P L A N C1.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO DE T A I L E D S I T E P L A N C1.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver W O SW E E WW DE T A I L E D G R A D I N G & D R A I N A G E P L A N C1.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E S FO DE T A I L E D G R A D I N G & D R A I N A G E P L A N C1.3 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver W OS WWW F O EN T R A N C E D R I V E W A Y P L A N & P R O F I L E C1.4 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver UN I O N D I T C H P L A N & P R O F I L E C1.5 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E UN I O N D I T C H P L A N & P R O F I L E C1.6 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver W OS WWW FO AC K E R M A N , C O F F M A N D I T C H P L A N & PR O F I L E C1.7 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver GR A D I N G & D R A I N A G E D E T A I L S CD1.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver GR A D I N G & D R A I N A G E D E T A I L S CD1.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver A A GR A D I N G & D R A I N A G E D E T A I L S CD1.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. 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CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver SW M P N O T E S CE1.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver ER O S I O N C O N T R O L D E T A I L S CE1.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO 45 6 26.5 4 28.5 2.75 Denver Fire TruckOverall Length 45.000ftOverall Width 8.500ftOverall Body Height 10.519ftMin Body Ground Clearance 0.950ftTrack Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)36.00° VE H I C L E T U R N I N G S I M U L A T I O N C4.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO 48 27.9 Max 65° Horiz Max 10° Vert 2.5 39 4 41 2.5 23.5 4 17.4 4.2 19.5 WB-62 - Interstate Semi-TrailerOverall Length 69.000ftOverall Width 8.500ftOverall Body Height 13.500ftMin Body Ground Clearance 1.334ftMax Track Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)28.40° VE H I C L E T U R N I N G S I M U L A T I O N C4.1 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO 45 6 26.5 4 28.5 2.75 Denver Fire TruckOverall Length 45.000ftOverall Width 8.500ftOverall Body Height 10.519ftMin Body Ground Clearance 0.950ftTrack Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)36.00° VE H I C L E T U R N I N G S I M U L A T I O N C4.2 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver E W O SW SE E WW FO SI T E E A S E M E N T S C6.0 RE V I S I O N D E S C R I P T I O N D' W N DE S ' D DA T E NO . DESIGNED BY: DRAWN BY: CHECKED BY: JOB #: DATE: © JVA, INC. CO L O R A D O E X T R E M E YO U T H H O C K E Y F A C I L I T Y CA R B O N D A L E , C O L O R A D O SHEET NO. 3635.1c AUGUST 4, 2023 JLS QDH QDH Boulder ● Fort Collins ● Winter Park Glenwood Springs ● Denver DHMDESIGN.COM Appendix E - Water Supply + Distribution Plan (4-203.M) LRE Engineering Since the writing of this report, Blue Mind LLC purchased the parcel to the west of the existing parcel (2393- 364-00-267) which contains an additional well. We are currently coordinating with LRE to update the well-testing report to include the well located on the newly purchased lot (well permit number 245825). We have included the report LRE completed for well permit number 87598-F, which includes water quality and quantity data. We will provide the updated report containing the additional well as soon as possible. Well Pump Test and Water Quality Testing Report ROCKY MOUNTAIN | MIDWEST | SOUTHWEST | TEXAS 909 Colorado Avenue Glenwood Sp ring s , CO 81601 | Office: 970-945-6777 | LREWATER.COM Memorandum To: Simon Bentley From: Angela Schenk and Eric Mangeot, P.E. Copy to: Date: 6/2/2023 Project: Colorado Extreme Subject: Blue Mind Well Pump Test and Water Quality Testing At your request, LRE Water, Inc (LRE) analyzed the water quantity and water quality associated with the existing well located on the Blue Mind, LLC property located east of Carbondale on 2340 County Road 100 in Garfield County (Parcel No. 239131100033). A location map is included as Figure 1. The Blue Mind Well was recently re-permitted for commercial use and issued a well permit by the Division of Water Resources (DWR) on October 27, 2022 (Well Permit No. 87598- F, copy attached). The well was constructed on April 7, 2003, by Shelton Drilling Company and according to the drillers log, the well was completed to an approximate depth of 51 feet. The well was constructed in boulders, sand, and gravels in the first 32 feet and penetrating the Beldon shale for the remaining 19 feet. The driller installed 7- inch perforated steel casing from 25 feet to 32 feet in the water producing zone. At the time of the well construction, static water level was 11 feet from the top of casing (TOC) and the well produced 15 gallons per minute (gpm) during a 2-hour pumping test. Additionally, LRE conducted a 4-hour constant rate pumping test on July 23, 2021 and concluded the long term yield of the well was at least 15 gpm. LRE conducted a step-drawdown pumping test analysis on April 12, 2023 in order to further evaluate the yield of the Blue Mind Well. A step-drawdown test is designed to investigate the well performance under controlled pumping rates. The pumping rate of the well was increased from an initially low constant rate and increased to progressively higher constant rates through a sequence of intervals, or steps. The well yield results from the pumping test analysis are presented below along with the water quality results. Pumping Test Analysis On the morning of April 12, 2023, LRE met Levi Sherman of High Country Pump Services at the well site. A one horse power pump was installed at the bottom of the well (50.2 feet), along with a vented pressure transducer. A vented pressure transducer was DHMDESIGN.COM Simon Bentley June 2, 2023 Page 2 of 4 installed at 47 feet and was set to record pressure and temperature reading every minute. LRE relied on this dataset to analyze drawdown within the well over the course of the pumping test. No flowmeter was used during the pumping test. However, the flow rates were estimated by Levi Sherman using a bucket and stopwatch with the volume pumped estimated using the estimated flow rates. A flow meter allows for higher certainty in the flow rate estimates, especially at higher rates, and provides a precise volume pumped over the pumping test. While not ideal, the bucket and stopwatch measurements did provide sufficient data to support a higher well yield as discussed later in this report. The static water level prior to the test was measured to be 9.51 ft below the top of the well casing (TOC). On average, LRE Water calculated a pumping rate of 41.1 gpm over the 24-hour pumping period, with a maximum pumping rate of 50.0 gpm and a minimum pumping rate of 5.0 gpm. Throughout the pumping test, the manual data collected in the field were evaluated. In particular, the drawdown was monitored in order to determine if the pumping rate could be sustained and increased to the next step of testing. The test began with an initial rate of approximately 5.0 gpm and was increased to approximately 18.8 gpm after five minutes of pumping and to 19.6 gpm after 20 minutes of pumping. The next step occurred 60 minutes after the start of the pump test and the pumping rate was increased to approximately 30 gpm. After 140 minutes from the start of the test, Levi fully opened the pump, resulting in a drawdown of approximately 29 feet. The pumping rate was estimated at 501 gpm and was only maintained for approximately three minutes. After this, the pumping rate was lowered to approximately 42.9 gpm and this rate was maintained throughout the remainder of the pumping test. The maximum water level drawdown depth of 38.53 ft below TOC (29.02 feet of drawdown compared to static water levels) occurred when the pump was operated at the maximum flow rate of approximately 50 gpm. Figure 2 graphically shows the water depth measurements that were taken both manually and electronically by the pressure transducer. The actual drawdown is shown in more detail in Figure 3. In addition to monitoring the water level during the pumping test, it is equally important to monitor the recovery process. The pump and pressure transducer were therefore kept in place at the conclusion of the test. The water level in the well at the start of recovery rebounded 90% within the first minute from a depth of 11.4 feet to a depth of 1.11 feet. 1 Estimated based on performance curve for pump. Pump was fully open and had ~50 ft of lift. Simon Bentley June 2, 2023 Page 3 of 4 Figure 4 depicts the water level recovery in the well and demonstrates the well returned to the static water level in approximately 30 minutes after pumping ceased. In Figure 5, T represents the total time since the pumping test started and T’ represents the time since pumping stopped. The well reaches complete recovery at T/T’ greater than 2 (48 hours / 24 hours), which means the well recovered faster than the rate at which the well was pumped. This indicates that, at the time of the test, the well completely recharged at a rate equal to or more than the 41.1 gpm average pumping rate. This conclusion is also supported by the test results shown in Figure 3, which demonstrates the aquifer recharging during the pumping test. In other words, the recovery data indicates that the well could be pumped at a rate higher than 41.1 gpm. Water Quality The Blue Mind Well was sampled for a standard suite of parameters in accordance with CDPHE Regulation No. 11 – Colorado Primary Drinking Water Regulations. Samples were analyzed by a State of Colorado certified laboratory that follows accepted industry standards and quality assurance/quality control procedures. The water quality results are tabulated in Tables 1 and 2. Overall, results indicate good water quality for potable consumption and use. The data indicate the only likely treatment required for the well is chlorine disinfection if the water will be used for a community or non-community water system as defined by CDPHE. The water quality results showed elevated levels of iron and aluminum. Iron levels increased significantly, 0.015 mg/L to 0.3 mg/L, from when the well was tested on July 26, 2021.2 Iron and aluminum are secondary parameters, so no treatment is required by CDPHE. Although treatment is not required, removal of iron from the water would extend the service life of the distribution pipelines and help eliminate any taste and odor concerns. LRE recommends retesting for iron and aluminum to confirm the results. The Blue Mind Well is located in an unconfined alluvial aquifer with the screened interval beginning at a depth of 25 ft. It is anticipated that CDPHE will require a that a Groundwater Under the Influence of Surface Water (GWUDI) evaluation be completed on the well. The GWUDI evaluation occurs over six months and consists of weekly sampling from both the wells and creek. CDPHE will require additional treatment if the results of the evaluation indicate that the Roaring Fork River has a direct influence on the well. 2 Aluminum was not one of the parameters previously tested. DHMDESIGN.COM Simon Bentley June 2, 2023 Page 4 of 4 Conclusion The results of the pumping test indicated that the Blue Mind Well can yield at least 41 gpm. The aquifer drawdown during the test was minimal compared to the available drawdown in the aquifer, and it recharged withing 30 minutes demonstrating the well is recharging at a rate greater than 40 gpm. All data observations during the pump test and recovery period indicate a healthy aquifer capable of producing at least 40 gpm from the well during during periods when the ditch is not operating. Lastly, the water quality results indicate good water quality for potable consumption and use. !. 36 31 25 30 01 06 Figure 1 Location Map Blue Mind Well ®0 1,000 2,000500 Feet Date: 2023-06-02 File: 21665 Drawn: ABS Approved: Source: X T 7 S T 8 S R R 88 87 W W Blue Mind Well Permit No. 87598-F Blue Mind, LLC Roaring Fork River HWY 8 2 Figure 2: Depth from Top of Casing (TOC) Blue Mind Well Static Water Level (ft)Notes: 1.) Initial Water Level = 9.51 ft. below Top of Well Casing Depth of Water from TOC 2.) Final Water Level = 20.86 ft. below Top of Well Casing Manual Measurements 3.) Well Depth =51.2 ft. from Top of Well Casing Flow Rate (gpm) 0.0 10.0 20.0 30.0 40.0 50.0 60.00.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 1 10 100 1000 Fl o w Ra t e (g p m ) De p t h fr o m TO C (f e e t ) Pumping Time (minutes) Static Water Level = 9.51 ft.Average Pumping Rate = 41.1 gpm 6/2/2023 Figure 3: Drawdown Analysis Blue Mind Well Drawdown (ft) Flow Rate (gpm) 0.0 10.0 20.0 30.0 40.0 50.0 60.00.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 1 10 100 1000 Fl o w Ra t e (g p m ) Dr a w d o w n (f e e t ) Pumping Time (minutes) Recharge Occuring During Pumping Recharge Occuring During Pumping 24‐hour Pump Test (1450 min.) Average Pumping Rate = 41.1 gpm 6/2/2023 Figure 4: Recovery Analysis Blue Mind Well Static Water Level (ft) Residual Drawdown (ft) 9.2 9.4 9.6 9.8 10.0 10.2 10.4 10.6 10.8 1 10 100 De p t h fr o m TO C (f e e t ) Recovery Time (minutes) Static Water Level = 9.51 ft. 6/2/2023 Figure 5: Recovery Analysis Blue Mind Well Residual Drawdown (ft)Notes: 1.) The recharge rate of the well is equal to or greater than the average pumping rate (41.1 gpm), when recovery occurs T = Total Time (Pumping & Recover) at or before T/T' = 2 (48 hrs / 24 hrs) T' = Recovery Time 2.) T/T' = ~47.5 (1471 minutes / 31 minutes), Aquifer had recovered 100%. 0.0 2.0 4.0 6.0 8.0 10.0 12.0 1 10 100 1000 10000 Re c o v e r y (f e e t ) T/T' (minutes) End of Pumping Start of Recovery Full Recovery @ T/T' = 47.5 6/2/2023 DHMDESIGN.COM Table 1 Regulated Water Quality Parameters Blue Mind Well - Permit No. 87598-F Regulation 11 Constituents Unit MCL Result Total Coliform Rule Total Coliform --Absent E.coli MPN/100mL <1 Nitrate and Nitrite Rule Nitrate - N mg/L 10 0.14 Nitrite - N mg/L 1 Inorganics Rule Antimony mg/L 0.006 ND Arsenic mg/L 0.01 ND Asbestos fibers/L 7 mil fibs/L Barium mg/L 2 0.05 Beryllium mg/L 0.004 ND Cadmium mg/L 0.005 ND Chromium mg/L 0.1 ND Cyanide mg/L 0.02 ND Fluoride mg/L 4 1.1 Mercury mg/L 0.002 ND Nickel mg/L 0.002 Selenium mg/L 0.05 ND Thallium mg/L 0.002 ND Sodium mg/L 4.1 Secondary Parameters Aluminum mg/L .05 - 0.2 0.3 Chloride mg/L 250 5.9 Iron mg/L 0.3 0.95 Manganese mg/L 0.05 0.033 pH 6.5-8.5 7.83 Silver mg/L 0.1 ND Sulfate mg/L 250 104.0 TDS mg/L 500 321 Zinc mg/L 5 ND Radionuclides Gross Alpha pCi/L 15 2.4 Gross Beta pCi/L 15 1.5 Combined Radium pCi/L 5 0.7 Uranium mg/L 0.03 0.0028 SOCs and VOCs (no detected compounds) 6/2/2023 Table 2 Additional Water Quality Parameters Blue Mind Well - Permit No. 87598-F Parameter Unit MCL Result Corrosivity and Hardness Bicarbonate mg/L as CaCO3 160 Carbonate mg/L <5.0 Total Alkalinity mg/L as CaCO3 160 Total Hardness mg/L as CaCO3 213.0 Calcium mg/L 85.2 Magnesium mg/L 12.00 Additional WQ Paramters Specific Conductance umhos/cm 544 Sodium Adsoprtion Ratio Calc 4 0.116 Hydrogen Sulfide ND Nitrogen, Ammonia mg/L 0.090 Langelier Index --0.50 6/2/2023 DHMDESIGN.COM Water Supply + Distribution Plan (4-203.M) Colorado Division of Water Resources - Commercial Well Permit DHMDESIGN.COM Water Supply + Distribution Plan (4-203.M) Colorado Division of Water Resources - Commercial Well Permit Water Supply + Distribution Plan (4-203.M) Basalt Water Conservancy District (BWCD) Agreement DHMDESIGN.COM DHMDESIGN.COM DHMDESIGN.COM DHMDESIGN.COM DHMDESIGN.COM Appendix F - Wastewater Management + System Plan (4-203.N) A Wastewater Management and System Plan waiver is requested for this application. Temporary restroom facilities have been installed as proposed within the 2022 approved application. No issues or complaints arose in response to the existing facilities and layout provided during the 2022-2023 season. Additional temporary restroom facilities are proposed as noted in the Waiver Request letter in the General Application Materials Section of this application. DHMDESIGN.COMAppendix G - Driveway Permit DHMDESIGN.COM Appendix H - Carbondale Fire Memo (4-203.O) 1 Nicholas DiFrank From:Bill Gavette <gavette@carbondalefire.org>Sent:Wednesday, June 14, 2023 3:33 PMTo:ghartmann@garfield-county.comCc:Karl Oliver; Paul Herr; Simon Bentley; J.R. Spung (jspung@jvajva.com)Subject:Colorado Extreme Hockey - County Road 100 Hi Glenn, We met last week with Simon Bentley and J. R. Spung to review a proposal for an addi�onal outdoor ice rink along with access improvements to the property entrance off County Road 100. The proposed access to the property for emergency apparatus is acceptable. We have no issues with the proposals. Best Regards, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District 300 Meadowood Drive Carbondale, CO 81623 970-963-2491 Main 970-963-0569 Fax www.carbondalefire.org Appendix I - Boundary Line Adjustment Map No exhibit attached at time of recording DHMDESIGN.COM DHMDESIGN.COM DHMDESIGN.COM DHMDESIGN.COM DHMDESIGN.COM No exhibit attached at time of recording DHMDESIGN.COM Appendix J - Ditch Easement dŽ͗Dƌ͘'ůĞŶŶ,ĂƌƚŵĂŶŶͬ'ĂƌĨŝĞůĚŽƵŶƚǇ &ƌŽŵ͗:ĂƐŽŶ:ĂǇŶĞƐ͕,DĞƐŝŐŶ͖ũũĂǇŶĞƐΛĚŚŵĚĞƐŝŐŶ͘ĐŽŵ ĂƚĞ͗ϭϭ͘ϭϯ͘ϮϬϮϰ WƌŽũĞĐƚ͗ϮϯϰϬŽƵŶƚǇZŽĂĚϭϬϬ KǁŶĞƌ͗ůƵĞDŝŶĚ͕>> WĂƌĐĞůη͗ϮϯϵϯͲϯϲϰͲϬϬͲϮϳϴ ^ƵďũĞĐƚ͗>ĂŶĚhƐĞƉƉůŝĐĂƚŝŽŶĨŽƌdĞŵƉŽƌĂƌǇKƵƚĚŽŽƌZĞĐƌĞĂƚŝŽŶ&ĂĐŝůŝƚǇ–ŝƚĐŚĂƐĞŵĞŶƚZĞĐŽƌĚŝŶŐ ĞĂƌ'ůĞŶŶ͕ ƐǁĞŚĂǀĞĚŝƐĐƵƐƐĞĚƉƌĞǀŝŽƵƐůǇ͕ǁĞŝŶƚĞŶĚƚŽƐƚƌƵĐƚƵƌĞƚŚĞƌĞǀŝƐĞĚ>hĐŚĂŶŐĞĂƉƉůŝĐĂƚŝŽŶĨŽƌƚŚĞŽůŽƌĂĚŽ ǆƚƌĞŵĞƚŽƌĞĨůĞĐƚƉŚĂƐŝŶŐŽĨƵƐĂŐĞĂŶĚƚŚĞůŽƚĐŽŶƐŽůŝĚĂƚŝŽŶƚŚĂƚŽĐĐƵƌƌĞĚǁŚĞŶůƵĞDŝŶĚ>>ƉƵƌĐŚĂƐĞĚƚŚĞ ƉĂƌĐĞůƚŽƚŚĞǁĞƐƚŽĨƚŚĞĞǆŝƐƚŝŶŐƉĂƌĐĞů;ϮϯϵϯͲϯϲϰͲϬϬͲϮϲϳͿ͘ƵĞƚŽƚŚĞƋƵŝĐŬƚƵƌŶĂƌŽƵŶĚŽĨƚŚŝƐĐƵƌƌĞŶƚ ĂƉƉůŝĐĂƚŝŽŶ͕ǁĞĂƌĞĐƵƌƌĞŶƚůǇƌĞƋƵĞƐƚŝŶŐƚŚĂƚSheldon Wolitski’s attorney update the existing ditch easement ĂŶĚŚĂǀĞŝƚƌĞĐŽƌĚĞĚĨŽƌƚŚĞĐŽŵďŝŶĞĚƉĂƌĐĞůŽĨůĂŶĚŝŶĐůƵĚĞĚŝŶƚŚŝƐƉĞƌŵŝƚĂƉƉůŝĐĂƚŝŽŶ͘ dŚĂŶŬǇŽƵĨŽƌǇŽƵƌŐƵŝĚĂŶĐĞŽŶƚŚĞĂƉƉůŝĐĂƚŝŽŶ͘/ůŽŽŬĨŽƌǁĂƌĚƚŽĚŝƐĐƵƐƐŝŶŐƚŚŝƐĂƉƉƌŽĂĐŚĂŶĚĂŶǇƋƵĞƐƚŝŽŶƐ ǁŝƚŚǇŽƵ͘ ^ŝŶĐĞƌĞůǇ͕ :ĂƐŽŶ:ĂǇŶĞƐ WƌŝŶĐŝƉĂů {A0053483 / 2 } DITCH MODIFICATION AGREEMENT AND GRANT OF EASEMENT This Agreement is dated this ______ day of ________________ 2023, by and between the Blue Mind LLC, (“Blue Mind”), and Fritz Anthes, Aspen Valley Land Trust, Jim Bingham, Rick Cheney, Chris Dominick, Victor Kapelli, Bob Myers, Tim Nieslanik, Victor and Fran Padilla, Carter and Sophie Schlumberger, Town of Carbondale, Kurt Treede, and United States Forest Service, (“Ditch Owners”). Blue Mind and Ditch Owners shall be jointly referred to as the “Parties.” Recitals: A. The Union Ditch is an unincorporated ditch (the “Ditch”) located in Garfield County, Colorado. B. Ditch Owners own the easement, structure and appurtenances for the Ditch. C. Blue Mind also owns water rights in the Ditch and an interest in the easement, structure and appurtenances for the Ditch. D. Blue Mind owns certain real property located near Carbondale, Colorado, in Garfield County, which is more particularly described in Exhibit “A” . E. Blue Mind desires to construct improvements in a segment of the Ditch structure. These improvements may include, but are not limited to, relocating the Ditch through Blue Mind’s Property, placing a section of the Ditch through Blue Mind’s Property in an underground pipe, and installation of a diversion box with slide gates (the “Improvements”). F. Ditch Owners are willing to allow Blue Mind to construct the Improvements in the Ditch in accordance with the terms and conditions of this Agreement. In consideration of the mutual covenants in this Agreement, and for other good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Parties agree as follows: 1. PREAMBLE. The Parties recognize that the Ditch easement and structure rights are valuable property rights, which must be protected from harm that may result from Blue Mind’s construction of the Improvements within the Ditch easement. The Parties further recognize that this Agreement establishes contract duties, rights, and remedies for the purpose of protecting property rights in the Ditch easement, structure, and water rights and it is the Parties’ express expectation that the Improvements be constructed, and ultimately function, in a safe and proper manner so as to accomplish the purposes of this Agreement. 2. APPROVAL OF IMPROVEMENTS AND CHANGES THERETO. Ditch Owners have approved the plans to realign and construct improvements in the Ditch that are shown on the JVA Consulting Engineers Site Plan drawings for the Improvements, dated __________________, 2023, as attached as Exhibit “B”. Exhibit B is referred to as the “Improvement Plans,” and forms a material basis for this Agreement. Ditch Owners reserve the right to review, approve, disapprove, or approve with conditions, any proposed changes, updates, modifications, or revisions to Exhibit “B” constituting the Improvement Plans, and any such changes and Ditch Modification Agreement and Grant of Easement Page 3 of 14 6. GRANT OF EASEMENT. Blue Mind acknowledges that Ditch Owners own a 20 foot- wide non-exclusive easement, being 10 feet-wide from each side of the Ditch centerline in its current location, across Blue Mind’s Property for the purposes of accessing (including ingress and egress), inspecting, operating, using, cleaning, maintaining, repairing, improving, and replacing the Ditch as reasonably necessary and conveying water and water rights through the Ditch. Upon completion of the Improvements, Blue Mind will obtain a survey of the relocated Ditch across its property, which survey will be attached to this Agreement and re-recorded in the Garfield County real estate records to evidence the Ditch Owners’ ditch easement in the relocated location. The relocated ditch easement will be 20-feet in width from the centerline of the relocated ditch. 7. INDEMNITY. Blue Mind expressly agrees to indemnify and hold harmless Ditch Owners from any and all liability and personal or property injury or damages due to improper construction, use, maintenance or repair of the Improvements by Blue Mind within the Ditch easement; any and all liability, damages, or property or personal injury proximately caused by or resulting from the Improvements on Blue Mind’s Property; and any liability or damage resulting from flooding, erosion, sedimentation, blockage, or other malfunction of the Ditch resulting from improper construction, use, maintenance or repair of the Improvements by Blue Mind within the Ditch easement. Ditch Owners shall promptly notify Blue Mind in the event that any action, claim or lawsuit occurs for which Ditch Owners seeks indemnification pursuant to this paragraph. This notice to Blue Mind shall be in writing and shall provide a written statement explaining and describing the liability or damage and related events for which Ditch Owners seeks indemnification. Blue Mind shall have the right to participate in any and all litigation, mediation, or arbitration and any negotiations prior to such action to protect its interests and no finding of fault can be entered or agreed to against the Blue Mind unless Blue Mind has been allowed to participate in any such matter. 8. ATTORNEY FEES. If either Party takes legal action to enforce or defend any part of this Agreement, the substantially prevailing Party shall be awarded its attorneys’ fees and costs. This Agreement does not alter the legal rights and liabilities incumbent on any of the Parties under applicable statutes and case law concerning malfunction or failure of the Ditch. 9. REIMBURSEMENT OF COSTS AS PARTIAL CONSIDERATION. As partial consideration for this Agreement and the consent to the ditch alterations granted, Blue Mind shall reimburse Ditch Owners for all fees and costs incurred in connection with this matter upon execution of this Agreement. Ditch Owners shall document and provide to Blue Mind copies of all applicable bills, invoices, statements, etc. for which Ditch Owners seek reimbursement under this paragraph. 10. BINDING AGREEMENT. This Agreement shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors, and assigns of the Parties. 11. ENTIRE AGREEMENT OF THE PARTIES. This Agreement constitutes the entire agreement between the Parties and supersedes all prior agreements, offers, acceptances and understanding of the Parties with respect to the subject matter. All prior and contemporaneous conversations, negotiations, possible alleged agreements, representations, covenants and warranties concerning the subject matter are merged. Ditch Modification Agreement and Grant of Easement Page 4 of 14 12. RECORDING. Following execution of this Agreement by the Parties, the Ditch Owners may cause this Agreement to be recorded in the Garfield County Clerk and Recorder’s Office. 13. COUNTERPARTS. This Agreement may be executed in multiple counterpart signatures by the Parties, which taken together shall constitute the Agreement between the Parties. The Parties indicate their acceptance of the terms and conditions of this Agreement by affixing their respective signatures below. Ditch Modification Agreement and Grant of Easement Page 5 of 14 DITCH OWNERS: Fritz Anthes By: _______________________________ Fritz Anthes STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Fritz Anthes. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public ASPEN VALLEY LAND TRUST By: _______________________________ Jeff Davlyn, as _______________. STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Jeff Davlyn as _____________ of Aspen Valley Land Trust. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Ditch Modification Agreement and Grant of Easement Page 6 of 14 James Bingham By: _______________________________ James Bingham STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by James Bingham. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Rick Cheney By: _______________________________ Rick Cheney STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Rick Cheney. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Ditch Modification Agreement and Grant of Easement Page 7 of 14 Christopher Dominick By: _______________________________ Christopher Dominick STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Christopher Dominik. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Victor Kapelli By: _______________________________ Victor Kapelli STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Victor Kapelli. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Ditch Modification Agreement and Grant of Easement Page 8 of 14 Robert Myers By: _______________________________ Robert Myers STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Robert Myers. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Timothy Nieslanik By: _______________________________ Timothy Nieslanik STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Timothy Nieslanik. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Ditch Modification Agreement and Grant of Easement Page 9 of 14 Victor and Fran Padilla By: _______________________________ Victor Padilla By: _______________________________ Fran Padilla STATE OF ___________ _ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Victor Padilla. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public STATE OF ___________ _ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Fran Padilla. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public Carter and Sophie Schlumberger By: _______________________________ Carter Schlumberger By: _______________________________ Sophie Schlumberger Ditch Modification Agreement and Grant of Easement Page 10 of 14 STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Carter Schlumberger. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Sophie Schlumberger. Witness my hand and official seal. My commission expires: _______________ _____________________________ Notary Public TOWN OF CARBONDALE By: _______________________________ Eric Bredlinger, as _______________ STATE OF ____________ ) ) ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of _________, 2022, by Eric Bredlinger, as ____________________ of Town of Carbondale. Witness my hand and official seal. My commission expires: _______________ _____________________________