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Home My WebLink About1.0 ApplicationGarfield County 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 Owner/Applicant Name: EDNA MONTANEZ)Phone: ( 970 274-3059 = Administrative Review • Development in 100 -Year Floodplain Representative (Authorization Required) Name: BOUNDARIES UNLIMITED INC.-Deric J. Walter, PE phone: ( 970 ) 945-5252 Mailing Address; 923 COOPER AVE #201 • Limited Impact Review • Development in 100 -Year Floodplain Variance • Major Impact Review • Code Text Amendment LOT: 2 Zone District: Commerical/Limited (CL) Property Size (acres): 0.325 • 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: EDNA MONTANEZ)Phone: ( 970 274-3059 Mailing Address: 170 MEL RAY RD City: GLENWOOD SPRINGS State: CO Zip Code: 81601 E-mail: montanezedna330@gmail.com Representative (Authorization Required) Name: BOUNDARIES UNLIMITED INC.-Deric J. Walter, PE phone: ( 970 ) 945-5252 Mailing Address; 923 COOPER AVE #201 City: GLENWOOD SPRINGS State: CO Zip Code: 81601 E-mail: deric@bu-inc.com PROJECT NAME AND LOCATION Project Name: 170 MEL RAY ROAD Assessor's Parcel Number: 2 1 8 5. 0 6 1 0 2 0 0 2 Physical/Street Address: 170 MEL RAY ROAD Legal Description: SECTION: 6 TOWNSHIP: 6 RANGE: 89 SUBDIVISION: MEL -RAY SUB. BLOCK: 2 LOT: 2 Zone District: Commerical/Limited (CL) Property Size (acres): 0.325 PROJECT DESCRIPTION Existing Use: Single Family Residential Proposed Use (From Use Table 3-403): Continued Single Family plus Dwelling, 2 -Unit Description of Project: THE SITE IS LOCATED ON MEL RAY ROAD IN BETWEEN HWY 6 AND DONEGAN ROAD AND CURRENTLY CONTAINS A SINGLE FAMILY DWELLING. THE APPLICANT PROPOSES TO ADD AN ADDITIONAL 2 -UNIT DWELLING BEHIND THE SINGLE FAMILY DWELLING. THE EXISTING ACCESS IS ON THE NORTH END OF THE PROPERTY OFF MEL RAY ROAD, BUT THERE IS NOT SUFFICIENT WIDTH TO EXTEEND THIS ACCESS TO SERVE THE NEW DWELLINGS. THEREFORE AN ADDITIONAL ACCESS WILL BE NEEDED ON THE SOUTH END OF THE PROPERTY. ALL UTILITIES WILL BE SERVICES BY OTHERS. REQUEST FOR WAIVERS Submission Requirements I9 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: 4 -203.J -DEVELOPMENT AGREEMENT Section: Section: 4 -204.K -IMPROVEMENTS AGREEMENT Section: Waiver of Standards 0 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 l0 -�j �l8 Date OFFICIAL USE ONLY File Number: - Fee Paid: $ Garfield County PAYMENT AGREEMENT FORM GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") Edna Montanez agree as follows: 1. The Applicant has submitted to the County an application for the following Project: 170 Mel Ray Road 2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as amended, establishes a fee schedule for each type application, and the guidelines for the administration of the fee structure. 3. The Applicant and the County agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. The Applicant agrees to make payment of the Base Fee, established for the Project, and to thereafter permit additional costs to be billed to the Applicant. The Applicant agrees to make additional payments upon notification by the County, when they are necessary, as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional County staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay additional billings to the County to reimburse the County for the processing of the Project. The Applicant acknowledges that all billing shall be paid prior to the final consideration by the County of any Land Use Change or Division of Land. I hereby agree to pay all fees related to this application: Billing Contact Person: Edna Montanez Phone: (970 )274-3059 Billing Contact Address: 170 Mel Ray Road City: Glenwood SpringsState: CD zip Code: 81601 Billing Contact Email: montanezedna330@gmail.com Printed Name of Person Authorized to Sign: Edna Montanez (Signature) (Date) 841007 09/23/2013 09:34:46 AM Page 1 of 1 Jean Alberico, Garfield County, Colorado Rec Fee: $11.00 Doc Fee: $27.00 eRecorded THIS DEED is dated the WARRANTY DEED day of September, 2013, and is made between State Doc Fee: $27.00 Recording Fee: $11.00 Roger A. Pihl and Holly D. Pihl (whether one, or more than one), the "Grantor" of the County of Garfield and State of Colorado and Edna Z. Montanez (whether one, or more than one), the "Grantee", whose legal address is 170 Meiray Road, Glenwood Springs, CO 81601 of the County of Garfield and State or Colorado. WITNESS, that the Grantor, for and in consideration of the sum of Two Hundred Seventy Thousand Dollars and No Cents ( $270,000.00 ), the receipt and sufficiency of which is hereby acknowledged, hereby grants, bargains, sells, conveys and confirms unto the Grantee and the Grantee's heirs and assigns forever, all the real property, together with any improvements thereon, located in the County of Garfield and State of Colorado described as follows: Lot 2, Block 2 MEL -RAY SUBDIVISION According to the Plat recorded October 29, 1949 as Reception No.'s 170138 and 170139. County of Garfield, State of Colorado also known by street address as: 170 Meiray Road, Glenwood Springs, CO 81601 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantees, and the Grantees' heirs and assigns forever. The Grantor, for the Grantor and the Grantor's heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, and the Grantee's heirs and assigns: that at the time of the ensealing and delivery of these presents, the Grantor is well seized of the premises above described; has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, and in fee simple; and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid; and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except and subject to: General taxes for the year 2013 and subsequent years; and those specific exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Grantee(s) in accordance with Section 8.1 (Record Title Matters) of the Contract to Buy and Sell Real Estate relating to the above described real property; distribution utility easements (including, cable TV); those specifically described rights of third parties not shown by the public records of which Grantee(s) has actual knowledge and which were accepted by Grantee(s) in accordance with Section 8.2 (Off Record Title Matters) and Section 9 (Current Survey Review) of the Contract to Buy and Sell Real Estate relating to the above described real property; inclusion of the Property within any special taxing district; the benefits and burdens and of any recorded declaration and party wall agreements, if any. And the Grantor shall and will WARRANT THE TITLE AND DEFEND the above described premises, but not any adjoining vacated street or alley, if any, in the quiet and peaceable possession of the Grantees, and the heirs and assigns of the Grantees, against all and every person or persons lawfully claiming the whole or any part thereof. IN WITNESS WHEREOF, the Grantor has executed this deedin the date set forth a 1 l 1 RogerA'Fhjtl State of Colorado County of Garfield 00-. holly DPitt The foregoing instrument was acknowledged before me this and Holly D Pihl. MARY L. SCHEURICH NOTARY PUBLIC STATE OF COLORADO NOTARY ID #19974007954 My Commission Explres May 22, 2017 Witness day of September, 2013 by Roger A Pihl y hand and officia seal. Notar'j Public My cdmmissibn expires: Stewart Title File Number: 01330-27575 Page 1 932A WARRANTY DEED STCO stewart title View your transaction progress 24/7 via SureClose. Ask us about your login today! Stewart Title - Glenwood Springs - Main 1620 Grand Avenue Glenwood Springs, CO 81601 Date: August 14, 2013 File Number: 01330-27575- Amended No. C5 Buyer: Edna Z. Montanez Seller: Roger A Pihl and Holly D Pihl Property: 170 Melray Road, Glenwood Springs, CO 81601 Please direct all Closing inquiries to: Mary L Scheurich 1620 Grand Avenue Glenwood Springs, CO 81601 Phone: (970) 945-5434 Fax: (866) 316-4768 Email Address: Mary.Scheurich@Stewart.com SELLER: BUYER: Roger A Pihl and Holly D Pihl 24 Pinion Run New Castle, CO 81647 Home Phone: Email Address: pihl@sopris.net Edna Z. Montanez 86 Roaring Fork Avenue Apt B2 Carbondale, CO 81623 Home Phone: Email Address: Delivery Method: Emailed Delivery Method: Emailed Listing Agent: Re/Max Mountain West 0985 Highway 133 Carbondale, CO 81623 Attn: Mike Kennedy Phone: (970) 963-1940 Fax: (970) 963-9163 Email Address: mikekennedy@sopris.net Selling Agent: Meridian Real Estate P.O. Box 3317 Aspen, CO 81612 Attn: Cinthia R Andrews Phone: (970) 927-1927 Fax: (970) 927-9313 Email Address: candrews04@law.du.edu Delivery Method: Emailed Delivery Method: Emailed Lender: Mortgage Broker: Vectra Bank Colorado, N.A. 801 Grand Avenue Glenwood Springs, CO 81601 Attn: Attn: Carolyn Meadowcroft Phone: Phone: (970) 384-2322 Fax: Fax: (970) 384-2272 Email Address: Email Address: carolyn.meadowcroft@vectrabank.com Delivery Method: Emailed Delivery Method: Emailed We Appreciate Your Business and Look Forward to Serving You in the Future. ALTA Commitment (6/17/06) ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: Stewart title guaranty company Authorized Countersignature Stewart Title - Glenwood Springs - Main 1620 Grand Avenue Glenwood Springs, CO 81601 (970) 945-5434 Matt Morris President and CEO Denise C • rraux Secretary Copyright 2006-2009 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. File No. 01330-27575 004 -UN ALTA Commitment (6/17/06) AMERICAN iANII 11111 ANI❑ 111I115 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< http://www.alta.orgh. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Foml 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. File No. 01330-27575 004 -UN ALTA Commitment (6/17/06) AMERICAN LAND 11111 WO( IATION COMMITMENT FOR TITLE INSURANCE SCHEDULE A File No.: 01330-27575- Amended No. C5 1. Effective Date: July 26, 2013 at 8:00 A.M. 2. Policy or Policies to be issued: (a) A.L.T.A. Owner's Policy Proposed Insured: Edna Z. Montanez 2006 (Extended) (b) A.L.T.A. Loan Policy 2006 (Extended) Proposed Insured: Vectra Bank Colorado, N.A., its successors and/or assigns Amount of Insurance $270,000.00 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to the said estate or interest in said land is at the effective date hereof vested in: Roger A. Pihl and Holly D. Pihl 5. The land referred to in this Commitment is described as follows: Lot 2, Block 2 MEL -RAY SUBDIVISION According to the Plat recorded October 29, 1949 as Reception No.'s 170138 and 170139. County of Garfield, State of Colorado Purported Address: 170 Melray Road Glenwood Springs, CO 81601 STATEMENT OF CHARGES These charges are due and payable before a policy can be issued Reissue Rate 2006 Owner's Policy: Owner's Extended Coverage: 2006 Loan Policy: Tax Certificate: CO Form 100: Lender's Extended Coverage: ALTA Form 8.1-06 STG Prior Deeds End: $250,000.00 $455.00 $50.00 $85.00 $20.00 $50.00 $50.00 $50.00 $20.00 Copyright 2006-2009 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. File No. 01330-27575 CO STG ALTA Commitment Sch A STO Page 1 of 1 STEWART TITLE GUARANTY COMPANY v,u ui nr4 1n%n 1111 COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART I File No.: 01330-27575- Amended No. C5 The following are the requirements to be complied with: 1. Payment to or for the account of the grantor(s) or mortgagor(s) of the full consideration for the estate or interest to be insured. 2. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. 3. Evidence satisfactory to Stewart Title Guaranty Company of payment of all outstanding taxes and assessments as certified by the County Treasurer. 4. Execution of Affidavit as to Debts and Liens and its return to Stewart Title Guaranty Company. NOTE: If work has been performed on, or in connection with, the subject property (architectural drawings, soils testing, foundation work, installation of materials), please notify the Company's escrow officer within 10 days of receipt of this title commitment. 5. Payment of any and all Homeowners assessments and expenses which may be assessed to the property. 6. Execution of an acceptable survey affidavit certifying that there have been no new improvements constructed or major structural changes made on the subject property. NOTE: If improvements have been made on, or in connection with, the subject property, please notify the Company's escrow officer within 10 days of receipt of this title commitment. 7. Release by the Public Trustee of the Deed of Trust from Roger A. Pihl and Holly D. Pihl for the use of Wells Fargo Bank N A to secure $155,800.00, recorded August 15, 2011 as Reception No. 806635. 8. Deed from vested owner(s) vesting fee simple title in the purchaser(s). NOTE: Notation of the legal address of the grantee must appear on the deed as per 1976 amendment to statute on recording of deeds CRS 38-35-109 (2). 9. Deed of Trust from the Borrower to the Public Trustee for the use of the proposed lender to secure the loan. Copyright 2006-2009 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. File No. 01330-27575 CO STG ALTA Commitment Sch B I Page 1 of 1 STEWART TITLE GUARANTY COMPANY 1M1kI( %5 t 5,1111 r1, COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II File No.: 01330-27575- Amended No. C5 Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession, not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be disclosed by an accurate and complete land survey of the Land and not shown by the public records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Minerals of whatsoever kind, subsurface and surface substances, in, on, under and that may be produced from the Land, together with all rights, privileges, and immunities relating thereto, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records or listed in Schedule B. 7. Water rights, claims or title to water. 8. Any and all unpaid taxes and assessments and any unredeemed tax sales. 9. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 10. Reservations or exceptions contained in U.S. Patents, or in Acts authorizing the issuance thereof, recorded February 26, 1894 in Book 12 at Page 298 as Reception No. 16933 reserving 1) Rights of the proprietor of a vein or lode to extract and remove his ore therefrom and 2) rights of way for ditches and canals constructed under the authority of the United States. 11. Reynolds and Cain Ditch Declaration recorded January 17, 1884 in Book 7 at Page 135 as Reception No. 784. 12. Statement and Map recorded August 24, 1887 as Reception No. 5114. 13. Matters disclosed on the Plat of Mel -Ray Subdivision recorded October 29, 1949 as Reception No. 170138 and as Reception No. 170139. 14. Matters disclosed in Quit Claim Deed recorded December 8, 1953 in Book 274 at Page 54 as Reception No. 184288. 15. Matters disclosed in Quit Claim Deed recorded September 8, 1954 in Book 279 at Page 406 as Reception No. 186990. NOTE: Exceptions 1 and 4 may be deleted from the policies, provided the seller and buyer execute the Company's Copyright 2006-2009 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. File No. 01330-27575 CO STG ALTA Commitment Sch B II STO Page 1 of 2 STEWART TITLE GUARANTY COMPANY wuulAll 1,0:0 1111i COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II affidavits, as required herein, and the Company approves such deletions. If work has been performed on, or in connection with, the subject property (architectural drawings, soils testing, foundation work, installation of materials), and the Company has not reviewed and approved lien waivers and indemnitor financials, Standard Exception 4 (mechanic lien exception) will not be deleted and no mechanic lien coverage will be furnished. Exceptions 2 and 3 may be deleted from the policies, provided the Company receives and approves the survey or survey affidavit if required herein. Exception 5 will not appear on the policies, provided the Company, or its authorized agent, conducts the closing of the proposed transaction and is responsible for the recordation of the documents. Copyright 2006-2009 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. File No. 01330-27575 CO STG ALTA Commitment Sch B II STO Page 2 of 2 STEWART TITLE GUARANTY COMPANY DISCLOSURES File No.: 01330-27575 Pursuant to C.R.S. 10-11-122, notice is hereby given that: A. THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; B. A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; C. INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR Note: Colorado Division of Insurance Regulations 3-5-1, Subparagraph (7) (E) requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title - Glenwood Springs - Main conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lender's Title Policy when issued. Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single-family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled Mechanic's and Materialmen's Liens. D. The Company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactory to the company; and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure: a. That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and b. That such mineral estate may include the right to enter and use the property without the surface owner's permission. NOTE: THIS DISCLOSURE APPLIES ONLY IF SCHEDULE B, SECTION 2 OF THE TITLE COMMITMENT HEREIN INCLUDES AN EXCEPTION FOR SEVERED MINERALS. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN, UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. File No.: 01330-27575 CO Commitment Disclosure File No.: 01330-27575 Page 1 of 1 STG Privacy Notice 1 (Rev 01/26/09) Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information Do we share? Can you limit this sharing? For our everyday business purposes— to process your transactions and maintain your account. This may include running the business and managing customer accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. Yes No For our marketing purposes— to offer our products and services to you. Yes No For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes— information about your transactions and experiences. Affiliates are companies related by common ownership or control. They can be financial and non-financial companies. Our affiliates may include companies with a Stewart name; financial companies, such as Stewart Title Company Yes No For our affiliates' everyday business purposes— information about your creditworthiness. No We don't share For our affiliates to market to you Yes No For non -affiliates to market to you. Non -affiliates are companies not related by common ownership or control. They can be financial and non-financial companies. No We don't share We may disclose your personal information to our affiliates or to non -affiliates as permitted by law. If you request a transaction with a non -affiliate, such as a third party insurance company, we will disclose your personal information to that non -affiliate. [We do not control their subsequent use of information, and suggest you refer to their privacy notices.] Sharing practices How often do the Stewart Title Companies notify me about their practices? We must notify you about our sharing practices when you request a transaction. How do the Stewart Title Companies protect my personal information? To protect your personal information from unauthorized access and use, we use security measures that comply with federal and state law. These measures include computer, file, and building safeguards. How do the Stewart Title Companies collect my personal information? We collect your personal information, for example, when you • request insurance -related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. Contact Us If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 File No.: 01330-27575 Page 1 of 1 0 (,., 2 I Az._ / _,- 5 1---7.03.i ,w5 '_ r,_ j i rlv f \ :i.t.. - ' . ., V' L �..t'i: .� r0 /�` S _(/l l Fit: a 6,:i.,(.1., p %/moi,-�-d Crw i- P L F. (� (cow c LT ., c; testi .. et. c:! rC:a io civ y. d.s a._cii_ Iliac. kOD P Wit:: A.Q l g`t 3'1�- 2c - & e G:.4 R . • cn- ,.. . . 10 e_t m 77,7 �C . _. - 77- /‘7--f • • • . • , 11F4=4.:47,' . . . • . . , •"z7. -.Ya- • • : . ••• - • .", • 4v$. ••' .: • • [i• • •4 , • • I • • ••••• , • • r.,•„• WC Suu/h*Cor Sec 34 2-5-5,8-89-2/ 611, PM South 2574+\ d thee W4Cp a COUNTY ROAD N 59.5207 3/29 MI 45' "l /4/.4 ` RI iq N e (0 to �0 8 M 1 I__ • '< N Ig N $ 8 $ o /4/ 45 cb /4/45 • tl• $ .8�r $ " t • -r 0 �Ad i N ori ti, SB dE 3/29 � a 0 U S ly/GHWAY NO 6 9 24 /e Glenwood Spmp, 1 I 1 a 1m 001 0q'/ /7C/3R - coy .'s''4p 8 Aegr/ /70/39 -C7/ , 9, /94' .7'a H/7 MAP OF THE /MIE/L —R/A?Y SUIS—/DIM Sllm/N CONSIST/NG OF LOTS / TO 7 INCLUSIVE, BLOCK l / 7 2 / 7 3 41 / 0 7 4 LCCAT£O /N LOT L AND THE NES SEN/ , T -6—S, 7— 89-7 6TH Car/,ed County Colo Scats let - 100 It SEC. PM -7-37 Know o// men by Merl presents PW the tndeapned Ray(Ce0/707 hte/ao Casty , Joseph A ROM, /1000/ a Fewer, Jam., V Minor Sr and Jean N Mer do hereby nave mode and /1/ed the plot hereto attached o/ Lon / to 7 octane Seth I Lots / to 7 sedan. Black 2 Lots / 107 ',whim,. Meek 3 one Lots / M 7 makaM, •oat 4 of me MEL -RAY 591-0/VISION m the Cowls, o/ Grafted and SdM 0/ Colorado Said 4/017 correctly shows me Naas end lots creamed M surd saa•amsan os I/O same are staked upah the ;round And the plat a h/ed /r M. poose of eenanry / desknphon el such eanv7ala.s os my he ma* In tras/enrnp parte/s of wand Malted .094 sod sub-dmsbt The whdeNb,.d here// Dub -donde the Irac/ of /and desm/ed as has map ale Weeks, /oh end we trod -of -way and demote to use of /he pc4ha the 07g// -/-way /Pat./ 041.4 U '...Atds _R STATE OF COLORADO 00.1717/ or Galena a 717oom0 mea 00 acknowledged before mMrs e . . day a/ eafpnA D 19419 by ,byE Case, Melba r aCr roulter Joseph A Aon Ene/me Fiore, b James V Motor and an N /417or Witness my honor 006 Nolen/ Seo/ /Mss —Ary of J.4/•' 401949 My comm/sew .epees r A+ - Notary Reek , t 57.47E OF 701011400 Conry o/ G0Ae/d ,s Tom 410/3., bekg duty rem an h, oath *parer and ams Ileal h. a the surveyor d the MEL-RA7 RIS -DIVISION, mat /he army o/ 1th some and the map Nese/ here mode Wy hen and mol 7Ch spray n accurately represented upon Mn map Slate dad end Awn 1a Oaten Pre Mk dq W ' e 417 AD 1949 _ AM comm atm capias ob - a.3 - 1 9 OTo �• yR4Wr-w0 ..-0' ff i � - _r•—�—.,.,. _ ._. 'dei*: _ �'•"�e'� 7. Ray E. Coulter and Melba. Coulter to The *mad of County Commissioners of the County of Garf ield and Stb..-1.6 Of .-Or5lorado, CLAIM DEO JOINT TVNANT Dat7d March -26, 57.90. Acknowledged March 2'6, 1952 before Ka.rcus j. Mayes Notary Public Garf ield County C.Olor ado Consideration *1 .)O Consideration less than Conveys unto the said parties of the second part, not in.temancy intrommon but in joint tenancy, the survivor a them:, thiBar assigns end the heirs and assigns of :such survivor ±orever al1 th.e righ t, title, inter est., c im and demand Wh:toh Vie said parties of the tirst part have in and to the following .described lots or parcels of land situate)paritg and being inthe County of: Garfield - The rip-ht-of-wv as heretofore dedicated to the lase of tbotmublic for-gight-of-,way purposes as Shown 'on plat vof .the Mei-ay Sub-divisidn and recorded as Document Number 170138 in Book 2W5 at 'page 515 of the records in the off -ice of the Clerk and Recorder of Garfield County, Colorado. Filed for. record December 8„ 1953 at 3:50 o'clock P. and, _Tea orde 4-__Irt book -224 at o e_54- thereof._ - _ • • • • • . • •. , • 3.6090 . • • • •••••.,:: • ••• : .„, . • .." • . „ . . '" • • -• .eL1 1t derl Statof October 10, 2018 Project: 170 Mel Ray Rd Address: 170 Mel Ray Rd Glenwood Springs, CO 81601 Zoned: Commercial Limited Application: Administrative Review Legal Description: LOT 2, BLOCK 2 MEL -RAY SUBDIVISION SECTION 6, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO Civil Engineering Surveying & Beyond jell ties Un l i m i ACCORDING TO MEL -RAY SUBDIVISION RECORDED OCTOBER 29, 1949 AS RECEPTION NO. 170138 AND AN IMPROVEMENT SURVEY PLAT PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED JUNE 10, 2016. To Whom It May Concern: This is to confirm that I have authorized Boundaries Unlimited, Inc. to act as my representative for the project noted above. BY Edna Montanez PRINTED OR TYPED NAME DATE Owner TITLE 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com Adjacent Property Owners 170 Mel Ray Road Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 218506100006 218506100042 218506101001 218506101002 218506101003 218506101004 218506102001 218506102002 218506102003 218506102004 218506102005 218506104001 218506104002 218506106009 251 SOCCER FIELD RD GLENWOOD SPRINGS 214 CENTER DR GLENWOOD SPRINGS 173 MEL RAY RD GLENWOOD SPRINGS 191 MEL RAY RD GLENWOOD SPRINGS 201 MEL RAY RD GLENWOOD SPRINGS 227 MEL RAY RD GLENWOOD SPRINGS 150 MEL RAY RD GLENWOOD SPRINGS 170 MEL RAY RD GLENWOOD SPRINGS 194 MEL RAY RD GLENWOOD SPRINGS 206 MEL RAY RD GLENWOOD SPRINGS 228 MEL RAY RD GLENWOOD SPRINGS 129 MEL RAY RD GLENWOOD SPRINGS 111 MEL RAY RD GLENWOOD SPRINGS 51027 6 & 24 HWY GLENWOOD SPRINGS 218506108001 191 180 COUNTY RD GLENWOOD SPRINGS 218506108006 111 SOCCER FIELD RD GLENWOOD SPRINGS ROW Not available null GAINES FAMILY R020381 PARTNERSHIP, LLP GLENWOOD R020404 PARTNERSHIP LLLP SMITH, RANDELL N & R020240 JEAN A WARD, KEVIN B & R020054 KELLY J ARBANEY FAMILY R020195 TRUST RUIZ, LAMBERTO & R020276 CRUZ, IRMA CROSBY, JOAN P R020396 MONTANEZ, EDNA Z R020096 HAMBURG, KENNETH R020227 J KING, DAVID J & LACY R020251 M WAGNER, KATHERINE R020321 BIMBO BAKERIES USA R020386 INC WARD, LEWIS B JR & R020375 CHARLSEYJ GLENWOOD SPRINGS R020439 MALL LLLP DOUGLASS COLONY R520002 GROUP, INC MACHEBEUF R530052 APARTMENTS, LTD PO BOX 5542 DENVER, CO 80217- 5542 214 CENTER DRIVE GLENWOOD SPRINGS, CO 81601-2564 173 MEL REY RD GLENWOOD SPRINGS, CO 81601-0986 0191 MEL RAY ROAD GLENWOOD SPRINGS, CO 81601 201 MEL RAY ROAD GLENWOOD SPRINGS, CO 81601 0227 MEL RAY ROAD GLENWOOD SPRINGS, CO 81601 518 BENTON ROAD ALBION, ME 04910 170 MEL RAY ROAD GLENWOOD SPRINGS, CO 81601 102 DONEGAN ROAD GLENWOOD SPRINGS, CO 81601 206 MEL RAY ROAD GLENWOOD SPRINGS, CO 81601 228 MEL REY ROAD GLENWOOD SPRINGS, CO 81601-2550 13155 NOEL ROAD #100 LB73 DALLAS, TX 75240 281 PONDEROSA DRIVE GLENWOOD SPRINGS, CO 81601- 2634 51027 HIGHWAY 6 & 24, SUITE 145 GLENWOOD SPRINGS, CO 81601-2576 5901 E 58TH AVENUE COMMERCE CITY, CO 80022-3917 6240 SMITH ROAD DENVER, CO 80216 October 9, 2018 Garfield County Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: 170 Mel Ray Road — Administrative Review Mineral Owners and Lessees To Whom It May Concern: Civil Engineering Surveying & Beyond J,ndarles �o Boundaries Unlimited Inc. (BUI) has conducted a review of the Garfield County records concerning mineral estate owner notices for 170 Mel Ray Road as required by Section 4-203.B.3.b and the Memorandum dated June 24, 2014 from the Garfield County Attorney's Office to Garfield County Staff (Memo). The Memo suggested process was completed as such: 1. "Review the current ownership deed for the property (i.e. Warranty Deed, Special Warranty, Quit Claim Deed or Bargain and Sale Deed — NOT a Deed of Trust). The ownership deed is usually one or two pages. Is there a reservation of mineral interests on the ownership deed? Are there any exceptions to the title? A deed may include a list of reservations that reference mineral owners or oil and gas leases." The Warranty Deed (RN#841007) does not mention any mineral interests. 2. "Review your title insurance policy. Are there exceptions to title listed under Schedule B -II? If so, review for mineral interests that were reserved and oil and gas leases." The Title Policy prepared by Steward Title (#01330 -27575 -Amended No. C5) includes Reservations or exceptions contained in U.S. Patents, or in Acts authorizing the issuance thereof recorded February 26, 1894 in Book 12 at Page 298 as Reception No. 16933 reserving 1) Rights of the proprietor of a vein or load to extract and remove his ore therefrom and 2) rights of way for ditches and canals constructed under the authority of the United States. The Title Policy does not contain any further mention any mineral interests. Email correspondence with Susan Sarver of Stewart Title included the following comment "Typically chain of owners reserve and lease the minerals on their properties even though the US reserves the minerals on the patent, there is some kind of Stockraising Homestead Act of 1916 about this. Based on that, this property doesn't seem to have any other mineral reservations, so it is assumed that the current owner would be the owner of the minerals. This is an old subdivision, and I did not do a full back to patent search on this property, the exceptions are from a base file for the subdivision I can do this if you need to verify if there were any other mineral reservations. We Charge $150 per hour." BUI researched the string of title as follows: 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com Grantee Grantor Reception No. Montanez, Edna Phil, Roger A & Holly D. 841007 Phil, Roger A & Holly D. Forster, Gene E & Martino, Primo D. 662208 Forster, Gene E & Martino, Primo D. Jones, Robert Asa & Barbara Anne 293371 Jones, Robert Asa & Barbara Anne Mayes, Gary J & Darlene E 289867 Mayes, Gary J & Darlene E McGinley, Archie C & Elsie V 243085 McGinley, Archie C & Elsie V Alsbury, Donald L & Shirley E 243084 Alsbury, Donald L & Shirley E Burke, C E 183645 Burke, C E Minor, James V & Jessie H 177842 Minor, James V & Jessie H Coulter, Ray E & Melba 168159 Coulter, Ray E & Melba Marr, Evan G & Majorie H 153342 Marr, Evan G & Majorie H Gilstrap, John K 150879 Gilstrap, John K King, Curtis 139124 King, Curtis First National Bank of Glenwood Springs 117289 First National Bank of Glenwood Springs Unknown At this point, the Records Search indicated that there were 5695 records of file under First National Bank of Glenwood Springs. In an attempt to work forward from the U.S. Patent (RN#16933) to Cain, George B, no warranty deed, special warranty, quit claim deed or bargain and sale deed were found for the subject property. There was a Trust Deed (RN#8219) and a Release of Lien (RN#10406) which appeared to indicate a transfer of land that would later contain those portions of the platted Mel Ray Subdivision from Cain, George B to Devereux, James H. Unfortunately, a search of records for Devereux, James H did not produce any further records of the subject land. The date of RN#117289 is 4/25/1934, which was during the era of the Great Depression, so it could be that the bank later acquired the land by default. In our research, none of the documents inspected included any mention of mineral interests beyond the U.S. Patent. 3. Check with the Assessor's office to determine if a mineral interest has been reserved from the subject property. The Assessor's office no longer documents the mineral reservation ownership for its tax roll records unless ownership has been proven. There are only a limited number of mineral owners who have provided such information to the Assessor's office so this may not provide any information, depending on the property. BUI spoke with Casey Lawrence of the Assessor's office who indicated that the Assessor is not actively valuing minerals in the section/township/range containing 170 Mel Ray Road. 4. Research the legal descriptions of the subject property with the Clerk and Recorder's computer. You can search the Section, Township and Range of the subject property. You may find deeds for mineral interests for the subject property. BUI attempted this search method and it did not provide any mention of mineral interests. 5. Research whether a Notice of Mineral Estate Ownership was filed for the subject property. On the Clerk and Recorder's computer, search under Filter (on the right hand side of the screen), General Recordings, Notice of Mineral Estate Ownership for the subject property. BUI attempted this search method and it did not provide any mention of mineral interests. e ,Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 6. If you find you find mineral interest owners as reservations on your deed, listed in your title insurance policy, from the Assessor's records or the Clerk and Recorder's computer, you need to determine whether these mineral interests were transferred by deed and recorded in the Clerk and Recorder's office. As discussed, no mineral interest owners were found. 7. Enter the Name of the mineral interest owner as the Grantor in the Clerk and Recorder's computer to see if the mineral interest was transferred. If you find a transfer deed, you need to repeat this process to follow any transfer of the mineral interest to present day. As discussed, no mineral interest owners were found. 8. Include a description of the research process in your application and the name(s) and address(es) of the current mineral interest owner(s). As discussed, no mineral interest owners were found. If you have any questions, please feel free to contact me at 970.945.5252 x 1. Sincerely, ..41-gan_______ Deric J. Walter, PE BOUNDARIES UNLIMITED INC. 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com September 19, 2018 Garfield County Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: 170 Mel Ray Road — Administrative Review Project Narrative/Description To Whom It May Concern: Civil Engineering Surveying & Beyond Jndarle �o S Oa hint The purpose of this letter is to describe the proposed project in accordance with LUDC 4-203.6.5 Project Description. The subject property is located at 170 Mel Ray Road in (West) Glenwood Springs, Colorado. The property is comprised of approximately 0.325 acres and contains an existing single family residence, an access drive off Mel Ray Road at the north end. Utilities services are provided by: Potable Water: City of Glenwood Springs Water Department (Will Serve Letter attached) Wastewater: West Glenwood Springs Sanitation District (Will Serve Letter attached) Electric: Communications: CenturyLink/Comcast Natural Gas: Black Hills Energy The Property Owner/Applicant, Edna Montanez, desires to construct a new 2 -unit dwelling behind the existing single family residence which will help satisfy the local rental housing needs. The proposed building is a two-story building will measure approximately 40 -feet by 22.5 -feet and will be less than 40 - feet height in compliance with Table 3-201. The proximity of the existing residence to the north property boundary does not afford the ability to utilize the existing access for this new dwelling so a new 20 -foot wide gravel drive is proposed along the south edge of the property together with four (4) additional parking spaces (2 per dwelling unit). I have contacted Mr. Dale Stephens of the Garfield County Road and Bridge Department and he has provided verbal confirmation that an additional access in this location is appropriate. Construction is expected to commence immediately and take approximately 12-24 months. If you have any questions, please feel free to contact me at 970.945.5252 x 1. Sincerely, Deric J. Walter, PE BOUNDARIES UNLIMITED INC. 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com PRE -APPLICATION CONFERENCE SUMMARY DATE: September 7, 2018 PROJECT: Two -Unit Dwelling PROPERTY OWNER: Edna Montanez REPRESENTATIVE: Brian Kurtz and Deric Walter PARCEL NUMBER: 2185-061-02-002 LOCATION: The property is located at 170 Mel Ray Road, Glenwood Springs, CO 81601 ZONING: Commercial/Limited TYPE OF APPLICATION: Administrative Review for Two -Unit Dwelling I. GENERAL DESCRIPTION The applicant is proposing to construct one, two -unit dwelling on a parcel in the Mel Rey Subdivision. The property is 0.325 acres has already been improved with a single-family residence. The applicant represented that the 2 -unit dwelling will access directly onto Mel Rey Road, separately from the existing single -unit driveway. Staff recommends that the applicant contact Garfield County Road and Bridge to discuss any potential access proposals prior to submitting an application. The Glenwood Springs Fire Department should also be contacted prior to application submittal regarding the proposal. Additionally because the property is located in the Glenwood Springs Urban Growth Area, Staff recommends that the applicant consult the city regarding the Comprehensive Plan, prior to application submittal. Staff understands that the applicant's property is served by central services for Water and Wastewater. A will - serve letter is required to demonstrate adequate water and wastewater for the proposal. The applicant should respond to all applicable standards as outlined in Section 7, Divisions 1-3. The applicant will also need to demonstrate that any existing access road to the proposed uses meets the standards as outlined in Section 7-107, and specifically Table 7-107 based on demonstrated Average Daily Trips (ADT) (9.57 per dwelling unit). Should the access be new, then the applicant will need to state that the driveway will be built to meet these dimensional standards. II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS An Administrative Review is required for the development of a Two Unit Dwelling on this Rural Zoned property. Garfield County Land Use and Development Code, specific sections: • Garfield County Comprehensive Plan 2030 • Garfield County Land Use and Development Code, effective July 15, 2013 • Table 4-102, Common Review Procedures and Required Notice • Table 4-201, Application Submittal Requirements III. SUBMITTAL REQUIREMENTS A limited impact review requires the following information to be submitted pursuant to Table 4-201 which includes the following items which are further described in Section 4-203 ■ 4-203.B. General Application Materials a. Application Form and Fee b. Agreement to pay form c. Deed d. Letter of Authorization e. List of mineral owners of record, including names and mailing addresses and how records were searched f. Names and mailing addresses of all property owners within 200 feet of the subject parcel and a map showing the subject parcel and the adjacent property owners. g. Project narrative h. Copy of pre -application conference summary ■ 4-203.C. Vicinity Map ■ 4-203.D. Site Plan ■ 4-203.E. Grading and Drainage Plan Note: Hydraulic and Hydrologic drainage calculations are required if 10,000 sq. ft. or more of impervious surface (including compacted soil) is created. ■ 4-203.F. Landscape Plan ■ 4-203.G. Impact Analysis Note: Applicant will need to respond to items 1— 8 of Section 4-203(G) ■ 4-203.J. Development Agreement Note: May be waived upon request ■ 4-203.x. Improvement Agreement Note: May be waived if no public improvements are required ■ 4-203.L. Traffic Study Note: The ITE identifies traffic demand at 9.57 ADT per dwelling. ■ 4-203. M. Water Supply/Distribution Plan Note: The applicant will need to supply a will serve letter ■ 4-203.N. Wastewater Treatment Plan Note: The applicant will need to supply a will serve letter ■ Respond to all standards in Section 7, Divisions 1, 2 and 3 and submit any additional material (reports, plans, studies, etc.) that provides evidence of compliance. Any additional materials to demonstrate compliance with Sections 7, Divisions 1, 2, and 3. ■ 7-107. Access and Roadways. Note: The Application should represent that the proposed roadways meet County requirements. Also the applicant should supply any active Road & Bridge permits for the property IV. REVIEW PROCESS The review process shall follow the steps as contained in Table 4-102 and Section 4-103, Administrative Review (see attached flow chart). V. PUBLIC HEARINGS AND NOTICE Public Hearing notices shall be posted, mailed and published at least 30 days prior to the hearing pursuant to Section 4-101.E. X None (Director's Decision) Planning Commission Board of County Commissioners Board of Adjustment VI. REFFERALS Referral may include the following agencies: • Garfield County Road and Bridge Department • Garfield County Environmental Health Manager ■ Garfield County Vegetation Manager Garfield County Consulting Engineer Glenwood Springs Fire Department City of Glenwood Springs Any other agency deemed appropriate upon review of the submittal VII. APPLICATION REVIEW FEES This application will be subject to the following fees and deposit requirements: Application Submittal 3 Hard Copies 1 Digital PDF Copy (on CD or USB stick) Both the paper and the digital copy should be split into individual sections. Please refer to the list included in your pre -application conference summary for the submittal requirements that are appropriate for your application: • General Application Materials • Vicinity Map • Site Plan • Grading and Drainage Plan • Landscape Plan • Impact Analysis • Traffic Study • Water Supply/Distribution Plan • Wastewater Management Plan • Article 7 Standards Planning Review Fees: $ 250 Plus any additional Staff time charged at staff hourly rate of $40.50 Referral Agency Fees: Engineering review fee based on hourly rate Total Deposit: $250 Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. This summary is good for 6 months from the date of signature. Pre -application Summary Prepared by: AB kak September 7, 2018 Patrick Waller, Senior Planner Date A. Section 4-103 Administrative Approximately 2 months if submittal is complc Garfield Count), Administrative Review Process (Section 4-103) Step 1: Pre -application Conference * May be waived by Director *Applicant has 6 months to submit application Step 2: Application Submittal Step 3: Completeness Review •10 business days to review • If Incomplete, 60 days to remedy deficiencies tep 4: Schedule Decision Date and Provide Notice *Mailed to adjacent property owners within 200 feet and mineral owners at least 15 days prior to decision date Step 5: Referral 921 day comment period Step 6: Evolution by Director Step 7: Director`s Decision •CaIf-up Period- within 10 days of Director's Decision * Applicant has 1 year to meet any conditions of approval MEMORANDUM TO: Staff FROM: County Attorney's Office DATE: June 24, 2014 RE: Mineral Interest Research Mineral interests may be severed from surface right interests in real property. Colorado revised statute 24-65.5-103 requires notification to mineral owners when a landowner applies for a land use designation by 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 "as such owners can be identified through the records in the office of the Clerk and Recorder or Assessor, or through other means." It is the duty of the applicant to notify mineral interest owners. The following is a suggested process to research mineral interests: 1. Review the current ownership deed for the property (i.e. Warranty Deed, Special Warranty, Quit Claim Deed or Bargain and Sale Deed—NOT a Deed of Trust). The ownership deed is usually one or two pages. Is there a reservation of mineral interests on the ownership deed? Are there any exceptions to title? A deed may include a list of reservations that reference mineral owners or oil and gas leases. 2. Review your title insurance policy. Are there exceptions to title listed under Schedule B - II? If so, review for mineral interests that were reserved and oil and gas leases. 3. Check with the Assessor's office to determine if a mineral interest has been reserved from the subject property. The Assessor's office no longer documents the mineral reservation ownership for its tax roll records unless ownership has been proven. There are only a limited number of mineral owners who have provided such information to the Assessor's office so this may not provide any information, depending on your property. MEMO June 24, 2014 Page 2 4. Research the legal description of the subject property with the Clerk and Recorder's computer. You can search the Section, Township, and Range of the subject property. You may find deeds for mineral interests for the subject property. 5. Research whether a Notice of Mineral Estate Ownership was filed for the subject property. On the Clerk and Recorder's computer, search under Filter (on the right hand side of the screen), General Recordings, Notice of Mineral Estate Ownership for the subject property. 6. If you find mineral interest owners as reservations on your deed, listed in your title insurance policy, from the Assessor's records or the Clerk and Recorder's computer, you need to determine whether these mineral interests were transferred by deed and recorded in the Clerk and Recorder's office. 7. Enter the name of the mineral interest owner as the Grantor in the Clerk and Recorder's computer to see if the mineral interest was transferred. If you find a transfer deed, you need to repeat this process to follow any transfer of the mineral interest to present day. 8. Include a description of your research process in your application and the name(s) and address(es) of the current mineral interest owner(s). Mineral interest research can be a difficult and time consuming process. If you are unable to determine mineral rights ownership by yourself, consider hiring an attorney or landman. Attorneys and sandmen specialize in determining mineral rights ownership, but they charge a fee for their services. ,-% Civil Engineering Surveying & Beyond- . ed 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Scale: 1"= 2,000' Date: 09/06/18 Proj #: 18021 File: 18021-C-Topo Edna Monlanez Glenwood Springs, CO 81601 170 Mel Ray Road Vicinity Map 170 Mel Rey Road BUI#18021 Administrative Review for Two -Unit Dwelling September 11, 2018 Grading & Drainage Plan The Drainage Plan is provided in accordance with Article IV Section 4-203.E of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. Civil Engineering Surveying & Beyond �ndar • �o Unlimi El. Site Map: The 0.325 Ac. site was previously developed with a single-family residence and two sheds. This application proposes the addition of a two-story 2 -unit residential building at the rear of the lot. The property does not contain any other existing structures, waterbodies, hydrologic features, intermittent water features or wetlands that might be adversely impacted by proposed improvements. Mel Ray Road has been developed in a valley configuration which collects runoff from the region and directs it to a storm sewer system south of the site. According to the attached FEMA Firm Panel 08025 1043B, the site is not located within the floodplain boundary. Please see Sheet C.1 for the proposed improvements. E2. Drainage Structures: As mentioned, Mel Ray Road functions as the regional stormwater collector. This application proposes the addition of two (2) new drywells to collect and infiltrate the increased runoff resulting from the existing and proposed impervious roofs, parking and drive. Please see Sheet C.1 for drywell locations and construction details. E3. Topography: The site is relatively flat with a minor grade from north to south at 1 %-3%. 1 -foot contours are represented on Sheet C.1. E4. Grading Plan: Please see Sheet C.1. E5. Soil Stockpile and Snow Storage Area: Excavated soils will be hauled off site for disposal. Snow storage will be along the edges of the proposed driveway and parking. Please see Sheet C.1. E6. Drainage Plan: Please see Sheet C.1. E7. Equipment Storage: Construction materials will be staged within the proposed parking spaces. No permanent equipment storage is proposed with this application. E8. Temporary Roads: No temporary roads are proposed with this application. E9. Areas of Steep Slope: No steep slopes exist on this site. 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com E10. Construction Schedule: Construction is anticipated to begin shortly after approvals are obtained with an anticipated duration of 12-18 month. El 1. Permanent Stabilization: The driveway will be stabilized with road base and disturbed areas will be revegetated with sod or lawn seed. E12. Erosion Control Measures: The lower limits of the disturbed areas will be Tined with a temporary sediment control fabric or erosion logs and erosion Togs will be installed around the drywell grates. Please see Sheet C.1. E13. Estimated Cost: The estimated material cost for temporary erosion controls measures is $60-$80 for the sediment control fence and $80-$100 for the erosion control Togs. Materials will be installed by the Applicant's excavator. E14. Calculations: Historically, stormwater runoff from the site sheet and shallow flowed from north to south. Regional development involved the construction of Mel Ray Road in a valley configuration to capture and convey runoff and direct it to a storm sewer system south of the site. The previous onsite development included the existing single family residence, gravel parking and lawn and currently directs runoff onto the adjacent property to the south. The proposed improvements will divide the site into two (2) drainage sub -basins and incorporate two (2) new drywells for stormwater management E14.a. Hydrologic Criteria: The site has been analyzed using the TR -20 method for the 25 -year, 24-hour storm event in accordance with LUDC 7-204.C. Under this analysis method, no runoff appears to leave the site (full infiltration). Therefore, to meet LUDC 70204.C, the proposed stormwater management system has been designed to capture and infiltrate all of the onsite stormwater runoff for the existing and proposed conditions during the 25 -year storm event. Rainfall intensities are based on rainfall data obtained from the National Oceanic and Atmospheric Administration (NOAA) Atlas 14 Point Precipitation Frequency Estimates for the West Glenwood Springs, Colorado area. Runoff rates and volumes were estimated using the Autodesk Storm and Sanitary Analysis v2019 stormwater modeling software. A copy of this information and modelling has been attached. E14.b. Existing Conditions: The 0.325 acre site was previously developed for a single-family residence, but does not appear to contain any stormwater management structures. Existing site vegetation consists of lawn grasses and ornamental trees/shrubs. Impervious areas include roofs, patios, gravel parking, and walks. Adjacent properties are a mix of single family, multi -family, mobile home, commercial storage and light industrial. The property is bordered by CR #133 to the west which contains a municipal storm sewer system south of the site. According to the Natural Resources Conservation Service Web Soil Survey, soils are Hydrologic Group B which typically have: a moderate infiltration rate when thoroughly wet; consists chiefly of moderately deep or deep, moderately well drained or well drained soils that have a moderately fine texture to moderately coarse texture; and have a moderate rate of water transmission (Web Soil Survey). A copy of the Web Soil Survey has been included in the Appendix. Page 1 Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com E14.c. Proposed Conditions: As mentioned, the Applicant proposes to add a new two-story 2 -unit residential building at the rear of the lot, a driveway and parking. Runoff from the front 1/3 of the site will be directed to a drywell near the southwest corner of the site and runoff from the rear 2/3 will be directed to 2nd drywell near the southeast corner of the site. The new driveway will be surfaced with gravels and disturbed lawn areas will be sodded or reseeded with a lawn grass mixture. The peak inflow runoff rate into each drywell is approximately 0.13 cfs and as indicated on the attached modelling data sheets, both drywells have been sized so that they do not overflow. Runoff in excess of the 25 -year storm event will overflow the drywell grates and flow into Mel Ray Road or the adjacent south property as they do currently, but at a lesser rate than do under the existing condition. Please see the Civil Engineering Plans for more detail. E15. Neighboring Areas: The site is neighbored by single family residences to the north and northwest, a multifamily residence to the west, a commercial storage lot to the southwest, a multifamily mobile home park to the south, a multifamily residential complex to the southeast and light industrial to the northeast. Mel Ray Road runs along the west boundary. The Colorado River is located approximately 1/4 mile south. E16. Stormwater Management: Under the existing condition, runoff sheet/shallow flows across the site from north to south and then discharges onto the adjacent south property. Under the proposed condition, runoff will continue to sheet/shallow flow but then be collected by the valley formed driveway and directed to the two (2) drywells along the south boundary. The drywells have been designed to capture and infiltrate the all of the site runoff under the 25 -year 24-hour storm event. Runoff in excess of the 25 -year storm event will overflow the drywell grates and flow into Mel Ray Road or the adjacent south property as they do currently, but at a lesser rate than do under the existing condition. E17. Stormwater Management Pian: The proposed site disturbance area is below the requirements for an application with the CDPHE. E18. Reclamation, Revegetation and Soil Plan: Revegetated areas (approximately 0.057 Ac.) will be sodded or seeded with a lawn grass mixture obtained from a local farm or construction supply store (Lowes or similar). Please see Sheet C.1. The existing topsoil will be salvaged and stockpiled on site for reuse. Any excess soils will be hauled away for disposal. Stockpiles are not anticipated to sit for more than 90 days. The disturbed area is less than 1 acre, so a Weed Management Plan and revegetation security are not required. E19. Hydraulic Calculation: The proposed design does not contain any channels or pipelines which would require hydraulic calculations. E20. Maintenance Requirements: During construction activities and until vegetation can be established, temporary sediment control fencing should be installed along the lower limits of the disturbance as indicated on the Sheet C.1. Temporary certified weed free hay bales, check dams, silt dikes or erosion control logs should be installed around the drywell grates in accordance with Colorado Department of Transportation M - Standards. The Contractor shall be responsible for removing debris from the sediment structures after each storm event and dredging the irrigation ditch to remove accumulated sediment. The Contractor shall also repair any damaged erosion controls, remove accumulated sediment from the stormwater Page 2 Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com drywells, and from behind hay bales, check dams, silt dikes, and erosion control logs after each storm event. After construction, the Homeowner shall be responsible for removing debris and sediment after each storm event and dredging sediment on an as -needed basis. The stormwater drywells and foundation drywell must be inspected and maintained yearly to remove sediment and debris that is washed into them. The minimum maintenance procedures are as follows: • Inspect the sand & oil interceptor and drywells annually and after every storm exceeding 0.5 inches. • Dispose of oils, sediment, debris/trash, and any other waste material removed from the sand & oil interceptor and drywells at suitable disposal sites and in compliance with local, state, and federal waste regulations. • Routinely evaluate the drain -down time of the drywell to ensure the maximum time of 24 hours is not being exceeded. If drain -down times are exceeding the maximum, drain the drywell via pumping and clean out the percolation area (the percolation barrel may be jetted to remove sediment accumulated in perforations). Consider drilling additional perforations in the barrel. If slow drainage persists, the system may need to be replaced. (AMEC Earth and Environmental Inc., Wright Water Engineers Inc., Wenk & Associates;, 2010, Rev. 12/2014) The design plans more specifically locate many of the erosion control features. These plans are a good representation of the site requirements, but may not be all inclusive. The Contractor shall be responsible for complying with all local and state guidelines and permitting issues. Sediment and mud should be prevented from leaving the construction site by the immediate placement of a stabilized construction entrance. The Contractor should be responsible for cleaning and general upkeep of the site and adjacent roadways. As an effective dust control measure, water and weed -free straw may be utilized to minimize uprising of dust. Good housekeeping BMPs should be followed throughout the entire life of the project. These include but are not limited to: • refuge receptacles should be regularly emptied and equipped with lids; • keeping machinery in good operating condition to prevent leakage; • apply appropriate (not excessive) amounts of fertilizer to the landscaping; • scheduled maintenance cleaning of any downstream curb and gutter, storm sewer inlets, culverts and ditches; • general site cleanliness and proper training of employees; • Grading must be performed (but not in excess) to ensure that drainage is directed away from all structures in all directions. Once construction activities are completed, final stabilization of the disturbed areas should begin. Within one growing season of the project completion, uniform vegetative site coverage should be equal to or greater than 70% of the pre -disturbance levels, or equivalent permanent, physical erosion reduction methods should be employed. When the site is determined to have reached the final stabilization stage, erosion control structures can be removed. Page 3 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com E21. Spill Prevention Control and Countermeasures Plan: Fuel and/or hazardous liquid storage are not proposed on the site. E22. Additional Information or Detail: None. E22. Signatures: Prepared by: t -4 eric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by: Edna Montanez Owner/Applicant Attachments • NRCS Websoil Survey • NOAA Atlas 14 Rainfall Data • Autodesk Storm and Sanitary Analysis Page 4 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com MAP INFORMATION MAP LEGEND Warning: Soil Map may not be valid at this scale. a a) 'p t) W 0 0 0 o) C 0 0 a) U 7 0) N E C U @ @ Q @ __ n 0 E EC 0 c -C '0- 3 @°-oma U @.0 a) 0 E u1 a w 0 O a) C > a 0 0 o a)'O a 8N a Q . _c @ 0 0-E0 m o a) 'CO E �_ O c c O (Di o'0 0 E co E 0 U 5 '3_2 a) (=A 0C — @ W E c U con 0 o U 0 Area of Interest (AOI) Area of Interest (AOI) m 0 Soil Rating Polygons Not rated or not available Water Features Streams and Canals Transportation O 0 N CO CO a 0 C 0 r 2 co @ 0 a @ o 5 3 c o a n U 2 U O a @ N a C @ .O .N 7 LE (V C E E a) 'ii O,,.. N •0 @ n -Y 0 OC > O a U U` @ •O m E In _c 0@ a' co O E n N a) N co n 0 7 a) U (n O 0) .cD a) M 0 @ a) - I . U) L .,_r C a)as 7 0 o 0 co O N 0-a °' Z a o w E u) :0 n to a 0 v@ N 3 -o o a> E �j w ��'o� 00 r .0 3 @� n fl L@ @ 0 0 0 Q @(.° 2 to C O a) p @ O) n @ ca 3 0 eL .a in C 0 2. a) > 0 C U U 0 U @ O E T@ co O a) a 0@ O .0 C N n N@ E •� @o a) (n Z o n a a 0 Q2 0 a) .0 O O O `� 0 0 0 •`-' O � `� °._) 0 a) 3 0 D ct .0 @ .0 a O @� mQ 0� @ a) .06/9 a n 0 Z >o o cd @ a io m02 a 'E C 6 0> >, 05 L@@ a ,N C a) Cl w@ @ n O0 2OW 3c�m �0 >,c@ � m tD 0 TE 4—° .2 E @ 0 0 0 ` a) 0 m 0 `O a`) @ 2 a) o= @ o 0 CO o 0 o 0 2 o< no @ ° a d o m 0 0 `o aa? CO 0 w y 0 E o 0 o O E c 0 a) 0 a) O @ O y U _C w 0 0 7 O @ N .0 O E .0 a E co 5 0 2 n =o <@ F- o U) u) cA O N F- o ._ 0 E f Interstate Highways s O 0 0 Q a m 0] 0 0 0 Local Roads Not rated or not available Soil Rating Lines 0 0 Q Q m m 0 0 0 Not rated or not available t a !( \ a A M A 0 0 Soil Rating Points 0 0 Q a m m Hydrologic Soil Group—Rifle Area, Colorado, Parts of Garfield and Mesa Counties 18021-170 Mel Ray Rd Hydrologic Soil Group Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition USDA Natural Resources Web Soil Survey 9/7/2018 Conservation Service National Cooperative Soil Survey Page 3 of 4 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 8 Atencio-Azeltine complex, 1 to 3 percent slopes B 0.3 100.0% Totals for Area of Interest 0.3 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition USDA Natural Resources Web Soil Survey 9/7/2018 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Rifle Area, Colorado, Parts of Garfield and Mesa Counties 18021-170 Mel Ray Rd Component Percent Cutoff: None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 9/7/2018 Conservation Service National Cooperative Soil Survey Page 4 of 4 NOAA Atlas 14, Volume 8, Version 2 Location name: Glenwood Springs, Colorado, USA* Latitude: 39.564°, Longitude: -107.3609° Elevation: 5727.79 ft** 'source: ESRI Maps •' source: USGS nanF POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular 1 PF graphical 1 Maps &_aerials PF tabular PDS -based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5 -min 0.126 (0.100-0.163) 0.179 (0.140-0.231) 0.262 (0.205-0.340) 0.328 (0.256-0.428) 0.417 (0.310-0.561) 0.483 (0.352-0.661) 0.547 (0.385-0.771) 0.609 (0.410-0.886) 0.689 (0.446-1.03) 0.746 (0.472-1.15) 10 -min 0.185 (0.146-0.239) 0.261 (0.206-0.338) 0.383 (0.300-0.497) 0.481 (0.374-0.627) 0.611 (0.455-0.822) 0.707 (0.515-0.969) 0.801 (0.563-1.13) 0.892 (0.601-1.30) 1.01 (0.652-1.52) 1.09 (0.691-1.68) 15 -min 0.226 (0.178-0.292) 0.319 (0.251-0.413) 0.467 (0.366-0.606) 0.586 (0.457-0.765) 0.745 (0.554-1.00) 0.863 (0.628-1.18) 0.977 (0.687-1.38) 1.09 (0.733-1.58) 1.23 (0.796-1.85) 1.33 (0.843-2.05) 30 -min 0.298 (0.235-0.385) 0.415 (0.327-0.538) 0.600 (0.470-0.779) 0.747 (0.581-0.974) 0.938 (0.697-1.26) 1.08 (0.784-1.47) 1.21 (0.850-1.70) 1.34 (0.900-1.94) 1.50 (0.967-2.24) 1.61 (1.02-2.47) 60 -min 0.394 (0.310-0.509) 0.516 (0.406-0.668) 0.708 0.861 (0.555-0.919) (0.671-1.12) 1.06 (0.790-1.43) 1.21 (0.881-1.65) 1.35 (0.949-1.90) 1.49 1.65 (1.00-2.15) (1.07-2.48) 1.77 (1.12-2.73) 2 -hr 0.490 (0.390-0.625) 0.616 (0.490-0.787) 0.817 0.976 (0.647-1.05) (0.769-1.26) 1.19 (0.894-1.57) 1.34 (0.989-1.81) 1.49 (1.06-2.07) 1.63 1.81 (1.11-2.34) (1.19-2.68) 1.94 (1.24-2.94) 3 -hr 0.574 (0.460-0.726) 0.690 (0.552-0.874) 0.875 (0.698-1.11) 1.02 1.23 (0.813-1.31) (0.932-1.61) 1.37 (1.02-1.84) 1.52 (1.09-2.09) 1.66 1.85 (1.14-2.37) (1.22-2.71) 1.98 (1.27-2.97) 6 -hr 0.746 (0.605-0.931) 0.848 (0.687-1.06) 1.02 (0.823-1.28) 1.17 1.37 (0.934-1.47) (1.06-1.79) 1.53 (1.16-2.03) 1.69 (1.23-2.31) 1.86 2.09 (1.30-2.62) (1.40-3.04) 2.27 (1.47-3.36) 12 -hr 0.927 (0.761-1.14) 1.06 (0.866-1.30) 1.28 (1.04-1.58) 1.46 (1.19-1.82) 1.73 (1.36-2.24) 1.94 (1.49-2.55) 2.16 (1.60-2.92) 2.39 2.71 (1.69-3.33) (1.83-3.89) 2.95 (1.94-4.31) 24 -hr 1.13 (0.938-1.37) 1.30 (1.07-1.57) 1.58 (1.30-1.92) 1.82 (1.50-2.23) 2.17 (1.73-2.77) 2.45 (1.90-3.18) 2.74 (2.05-3.65) 3.05 3.47 (2.18-4.19) (2.38-4.92) 3.80 (2.53-5.47) 2 -day 1.37 (1.15-1.64) 1.56 (1.31-1.87) 1.88 (1.58-2.27) 2.17 (1.81-2.62) 2.59 (2.09-3.26) 2.93 (2.30-3.75) 3.29 (2.48-4.32) 3.66 4.19 (2.64-4.96) (2.90-5.85) 4.60 (3.09-6.52) 3 -day 1.53 (1.30-1.82) 1.75 (1.48-2.08) 2.12 (1.79-2.53) 2.45 (2.05-2.93) 2.91 (2.36-3.63) 3.29 (2.59-4.16) 3.68 (2.79-4.78) 4.09 4.65 (2.97-5.48) (3.23-6.42) 5.09 (3.44-7.14) 4 -day 1.67 (1.42-1.97) 1.91 (1.62-2.25) 2.31 (1.96-2.74) 2.66 (2.24-3.17) 3.15 (2.56-3.90) 3.55 (2.81-4.46) 3.95 (3.02-5.10) 4.38 4.95 (3.19-5.82) (3.46-6.80) 5.40 (3.67-7.53) 7 -day 2.02 (1.74-2.36) 2.28 (1.96-2.66) 2.71 (2.32-3.18) 3.08 (2.62-3.63) 3.60 (2.96-4.39) 4.01 (3.21-4.98) 4.44 (3.42-5.65) 4.88 5.47 (3.59-6.40) (3.86-7.41) 5.94 (4.06-8.17) 10 -day 2.32 (2.01-2.69) 2.59 (2.24-3.01) 3.05 (2.62-3.54) 3.43 (2.93-4.01) 3.97 (3.28-4.81) 4.40 (3.54-5.41) 4.84 (3.75-6.11) 5.30 (3.92-6.90) 5.91 (4.19-7.94) 6.39 (4.40-8.73) 20 -day 3.17 (2.78-3.62) 3.51 (3.07-4.00) 4.06 (3.54-4.65) 4.53 (3.93-5.21) 5.18 (4.33-6.16) 5.69 (4.63-6.87) 6.20 (4.86-7.70) 6.73 (5.04-8.61) 7.44 (5.33-9.81) 7.97 (5.55-10.7) 30 -day 3.88 4.30 (3.42-4.38) (3.79-4.86) 4.98 (4.37-5.65) 5.54 (4.83-6.32) 6.30 (5.30-7.41) 6.89 (5.65-8.23) 7.47 (5.89-9.17) 8.06 (6.07-10.2) 8.83 (6.37-11.5) 9.41 (6.59-12.5) 45 -day 4.79 5.33 (4.26-5.36) (4.73-5.98) 6.19 (5.48-6.97) 6.89 (6.06-7.79) 7.81 (6.60-9.07) 8.50 (7.01-10.0) 9.17 (7.27-11.1) 9.83 (7.44-12.3) 10.7 (7.73-13.7) 11.3 (7.95-14.9) 60 -day 5.57 6.23 7.27 (4.98-6.21) (5.57-6.95) (6.47-8.12) 8.09 (7.15-9.08) 9.16 9.94 (7.76-10.5) (8.22-11.6) 10.7 11.4 12.3 12.9 (8.49-12.8) (8.64-14.1) (8.91-15.7) (9.11-16.8) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top 14 12 c 10 N o. a) 8 -o a O 6 a u • 4 a. 2 PF graphical PDS -based depth -duration -frequency (DDF) curves Latitude: 39.5640°, Longitude: -107.3609° c c E .E O .-4 r0 ro o A r V ? T N N -10 r• O O O el O .-r N rn V l0 >, T >, N r0 N r0 -cs a ITU 0— 1 2 5 10 25 50 100 200 Average recurrence interval (years) NOAA Atlas 14, Volume 8, Version 2 500 1000 Created (GMT): Thu Sep 13 19:09:04 2018 Back to Top Average recurrence interval (years) — 1 2 - 5 — 10 —� 25 — 50 — 100 — 200 500 — 1000 Duraticn 6 mon — 2 day — 10 -min -- 3 -day 15 -min — 4 -day JO -min — 7 -day 60 -min — 10 -day 2 -hr — 20 -day — 3 -hr — 30 -day — 6-1r — 45 -day — 12 -hr — 6l3 -day — 24 -hr Maps & aerials Small scale terrain TO RAI KING MOUNTAIN T A1"1 • Grand Junction l.ltr —.3I� Large scale terrain 1100km 60mi td Elbert 4;iKm- WET £L; , JOUNTAM Large scale map FortCollin Long Peak. 4345 in Boulder • r, Iona 60mi Large scale aerial Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questionsanoaa.00v Disclaimer Autodesk Storm and Sanitary Ana Project Description File Name 18021-SSA-25.SPF Project Options Flow Units CFS Elevation Type Elevation Hydrology Method SCS TR -20 Time of Concentration (TOC) Method SCS TR -55 Link Routing Method Kinematic Wave Enable Overflow Ponding at Nodes YES Skip Steady State Analysis Time Periods YES Rainfall Details 25 -year 24-hour Storm Event SN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall ID Source ID Type Units Period Depth Distribution (years) (inches) 1 Time Series Garfield County-25yr Intensity inches Colorado Garfield 25 2.20 SCS Type II 24 -hr 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 Boundaries Unlimited Inc. BUI#18021 Deric Walter, PE www.bu-inc.com 970.945.5252 Subbasin Summary 25 -year 24-hour Storm Event SN Subbasin Area Weighted Total Total Total Peak Time of ID Curve Rainfall Runoff Runoff Runoff Concentration Number Volume (ft') (in) (in) (ft') (cfs) (days hh:mm:ss) 1 Dev-A 5240 84.63 2.20 0.92 401.7 013 0 00:18:31 2 Dev-B 8890 79.47 2.20 0.66 491.2 0 13 0 00:23:48 3 Historic 14130 58.00 2.20 0.07 82.4 0.00 0 00:27:51 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Peak Runoff Rates Boundaries Unlimited Inc. BUI#18021 Doric Walter, PE 970.945.5252 Node Summary 25 -year 24-hour Storm Event BUI#18021 SN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded Flooded Elevation Elevation Attained Depth Attained Flooding Volume Attained Occurrence (ft) (ft) (ft) (fl) (ft') (cfs) (ft) (ft) (ft) (days hh:mm) (ac -in) (min) 1 Out-Dev Outfall 5727.00 0.0 727.00 2 Outfall -Historic Outfall 5727.00 0.00 ��._ 00 3 Drywell-A Storage Node 5719.20 5728.00 5719.20 100.00 0.13 5 \ Developed runoff is equal 0 0.00 4 Drywell-B Storage Node 5719.50 5728.00 5719.50 100.00 0.13 5727.50 0 0.00 to or less than Historic 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Boundaries Unlimited Inc. Dario Walter, PE 970.945.5252 Link Summary 25 -year 24-hour Storm Event SN Element Element From To (Outlet) Length Inlet Outlet Average Diameter or Manning's Peak Design Flow Peak Flow/ Peak Flow Peak Flow Peak Flow Total Time ID Type (Inlet) Node Invert Invert Slope Height Roughness Flow Capacity Design Flow Velocity Depth Depth/ Surcharged Node Elevation Elevation Ratio Total Depth Ratio (0) ((t) (0) (%) (in) (cfs) (cfs) (ft/sec) (0) (min) 1 GravelDrive-A Channel Drywell-A Out-Dev 15.00 5727.20 5727.00 1.3300 2.040 0.0320 0.00 5.53 0.00 0.00 0.00 0.00 0.00 2 GravelDrive-B Channel Drywell-B Out-Dev 30.00 5727.50 5727.00 1.6700 2.040 0.0320 0.00 6.19 0.00 0.00 0.00 0.01 0.00 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 Boundaries Unlimited Inc. www.bu•inc.com BUI#18021 Deric Walter, PE 970.945.5252 Subbasin Hydrology Subbasin : Dev-A Input Data 25 -year 24-hour Storni Event Area (ft') 5240.01 Weighted Curve Number 84.63 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description > 75% grass cover, Good Gravel roads Paved roads with curbs & sewers Composite Area & Weighted CN Time of Concentration TOC Method : SCS TR -55 Sheet Flow Equation : Tc = (0.007 * ((n * Lf)^0.8)) / ((P"0.5) * (Sf^0.4)) Where : Tc = Time of Concentration (hr) n = Manning's roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ft/ft) Shallow Concentrated Flow Equation : V = 16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf"0.5) (paved surface) V = 15.0 * (Sf"0.5) (grassed waterway surface) V = 10.0 * (Sf"0.5) (nearly bare & untilled surface) V = 9.0 * (Sf"0.5) (cultivated straight rows surface) V = 7.0 * (Sf"0.5) (short grass pasture surface) V = 5.0 * (Sf"0.5) (woodland surface) V = 2.5 * (Sf^0.5) (forest w/heavy litter surface) Tc = (Lf / V) / (3600 sec/hr) Where: Tc = Time of Concentration (hr) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation : V = (1.49 * (R"(2/3)) * (Sf^0.5)) / n R =Aq/Wp Tc = (Lf / V) / (3600 sec/hr) Where : Tc = Time of Concentration (hr) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft') Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) n = Manning's roughness 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Area Soil Curve (ft') Group Number 1510.01 B 61.00 1090.00 B 85.00 2640.00 B 98.00 5240.01 84.63 Boundaries Unlimited Inc. BUI#18021 Deric Walter, PE 970.945.5252 25 -year 24-hour Storm Event Subarea Subarea Subarea Sheet Flow Computations A B C Manning's Roughness : 0.015 0.40 0.00 Flow Length (ft) : 40 40 0.00 Slope (%) : 1 2 0.00 2 yr, 24 hr Rainfall (in) : 1.20 1.20 0.00 Velocity (ft/sec) : 0.41 0.04 0.00 Computed Flow Time (min) : 1.61 16.85 0.00 Subarea Subarea Subarea Shallow Concentrated Flow Computations A B C Flow Length (ft) : 10 0.00 0.00 Slope (%) : 2 0.00 0.00 Surface Type: Unpaved Unpaved Unpaved Velocity (ft/sec) : 2.28 0.00 0.00 Computed Flow Time (min) : 0.07 0.00 0.00 Total TOC (min) 18.53 Subbasin Runoff Results Total Rainfall (in) 2.20 Total Runoff (in) 0.92 Peak Runoff (cfs) 0.13 Weighted Curve Number 84.63 Time of Concentration (days hh:mm:ss) 0 00:18:32 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Boundaries Unlimited Inc. BUI#18021 Deric Walter, PE 970.945.5252 Subbasin : Dev-A 25 -year 24-hour Storm Event Runoff Hydrograph BUI#18021 0.13 0.125 0.12 0.115 0.11 0.105 0.1 • 0.095 0.09 0.085 0.08 70.075 - 3 0.07 00.065 - S 0.06- '10.055 - BUI#18021 .06- '10.055- 0.05 - 0.045 0.04 - 0.035 0.03 - 0.025 - 0.02 0.015 0.01 - 0.005 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Boundaries Unlimited Inc. Deric Walter, PE 970.945.5252 Subbasin : Dev-B Input Data 25 -year 24-hour BUI#18021 Storm Event Area (ft2) 8889.99 Weighted Curve Number 79.47 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description > 75% grass cover, Good Gravel roads Paved parking & roofs Composite Area & Weighted CN Time of Concentration Area Soil Curve (ft') Group Number 3489.98 B 61.00 2740.01 B 85.00 2659.99 B 98.00 8889.98 79.47 Subarea Subarea Subarea Sheet Flow Computations A B C Manning's Roughness : 0.40 0.15 0.00 Flow Length (ft) : 35 45 0.00 Slope (%) : 2 2 0.00 2 yr, 24 hr Rainfall (in) : 1.20 1.20 0.00 Velocity (ft/sec) : 0.04 0.09 0.00 Computed Flow Time (min) : 15.14 8.45 0.00 Subarea Subarea Subarea Shallow Concentrated Flow Computations A B C Flow Length (ft) : 30 0.00 0.00 Slope (%) : 2 0.00 0.00 Surface Type: Unpaved Unpaved Unpaved Velocity (ft/sec) : 2.28 0.00 0.00 Computed Flow Time (min) : 0.22 0.00 0.00 Total TOC (min) 23.81 Subbasin Runoff Results Total Rainfall (in) 2.20 Total Runoff (in) 0.66 Peak Runoff (cfs) 0.13 Weighted Curve Number 79.47 Time of Concentration (days hh:mm:ss) 0 00:23:49 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 Boundaries Unlimited Inc. www.bu-inc.com Deric Walter, PE 970.945.5252 Subbasin : Dev-B 0.135 0.13 0.125 0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0,08 e0.075 U ,: 0.07 2,0.065 0.06 0.055 - 0.05- 0.045 0.04 0.035 - 0.03 - 0.025 - 0.02 0.016 - 0.01 0.005 25 -year 24-hour Storm Event Runoff Hydrograph BUI#18021 0 923 CooperAve., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Boundaries Unlimited Inc. Deric Walter, PE 970.945.5252 - -r 0 923 CooperAve., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Boundaries Unlimited Inc. Deric Walter, PE 970.945.5252 25 -year 24-hour BUI#18021 Subbasin : Historic Storm Event Input Data Area (ft') 14129.99 Weighted Curve Number 58.00 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Pinyon & Juniper range, Fair Composite Area & Weighted CN Time of Concentration Area Soil Curve (ft') Group Number 8600.01 B 58.00 8600.01 58.00 Subarea Subarea Subarea Sheet Flow Computations A B C Manning's Roughness : 0.30 0.00 0.00 Flow Length (ft) : 100 0.00 0.00 Slope (%) : 2 0.00 0.00 2 yr, 24 hr Rainfall (in) : 1.20 0.00 0.00 Velocity (ft/sec) : 0.06 0.00 0.00 Computed Flow Time (min) : 27.86 0.00 0.00 Total TOC (min) 27.86 Subbasin Runoff Results Total Rainfall (in) 2.20 Total Runoff (in) 0.07 Peak Runoff (cfs) 0.00 Weighted Curve Number 58.00 Time of Concentration (days hh:mm:ss) 0 00:27:52 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Boundaries Unlimited Inc. Deric Walter, PE 970.945.5252 Subbasin : Historic 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 25 -year 24-hour BUI#18021 Storm Event Runoff Hydrograph 0.002 0.002 - X0.002 r_0.002 0 50.002 - CC 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Boundaries Unlimited Inc. www.bu-inc.com Deric Walter, PE 970.945.5252 Channel Input 25 -year 24-hour BUI#18021 Storm Event SN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow Elevation Offset Elevation Offset (ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs) 1 GravelDrive-A 15.00 5727.20 8.00 5727.00 0.00 0.20 1.3300 Rectangular 0.170 20.000 0.0320 0.5000 0.5000 0.0000 0.00 2 GravelDrive-B 30.00 5727.50 8.00 5727.00 0.00 0.50 1.6700 Rectangular 0.170 20.000 0.0320 0.5000 0.5000 0.0000 0.00 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 www.bu-inc.com Boundaries Unlimited Inc. Deric Walter, PE 970.945.5252 Channel Results 25 -year 24-hour Storm Event SN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Reported ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Condition Occurrence Ratio Total Depth Ratio (cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) 1 GravelDrive-A 0.00 0 00:00 5.53 2 GravelDrive-B 0.00 0 21:31 6.19 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 0.00 0.00 0.00 0.00 0.00 0.00 Boundaries Unlimited Inc. www.bu-inc.com 0.00 0.01 (min) 0.00 0.00 BUI#18021 Doric Walter, PE 970.945.5252 Storage Nodes Storage Node : Drywell-A Input Data Invert Elevation (ft) 5719.20 Max (Rim) Elevation (ft) 5728.00 Max (Rim) Offset (ft) 8.80 Initial Water Elevation (ft) 5719.20 Initial Water Depth (ft) 0.00 Ponded Area (ft2) 100.00 Evaporation Loss 0.00 Infiltration/Exfiltration Exfiltration Rate (in/hr) 0.5200 Storage Area Volume Curves Storage Curve : Drywell-A Stage Storage Storage Area Volume (ft) (ft') (ft) 0 350 0.000 .5 12.56 90.64 2 12.56 109.48 2.01 30.82 109.70< 8.5 30.82 309.72 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 25 -year 24-hour Storm Event Drywell backfilled with 8'x8' of screened rock. Boundaries Unlimited Inc. www.bu-inc.com BUI#18021 Deric Walter, PE 970.945.5252 - Storage Area - Storage Volume I 8.4 - 8.2 8 7.8 7.6 - 7.4 7.2 7- 6.8 - 6.6 6.4 6.2 6- 5.8 5.6 - 5.4 5.2 5 4.8 - 4.6 4.4 4.2 y 4- 3.8 - 3.6 - 3.4 3.2 - 3- 2.8 - 2.6 2.4 2.2 2 1.8 1.6 1.4 1.2 1 0.8 0.6 - 0.4 0.2 - 0- 25 -year 24-hour BU1#98029 Storm Event Storage Area Volume Curves Storage Volume (ft) 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 20 40 60 0 100 120 140 160 180 200 220 240 260 280 300 320 340 Storage Area (ft) 8.4 8.2 8 7.8 7.6 7.4 7.2 7 6.8 6.6 6.4 6.2 6 5.8 5.6 5.4 5.2 5 4.8 4.6 4.4 4.2 -4 3.8 3.6 3.4 3.2 =3 2.8 2.6 2.4 2.2 2 1.8 1.6 1.4 1.2 1 0.8 0.6 0.4 0.2 0 923 Cooper Ave., Ste. 201 BOUndBrleS Unlimited Inc. Deric Walter, PE Glenwood Springs, CO 81601 www.bu-inc.com 970.945.5252 Storage Node : Drywell-A (continued) Output Summary Results Peak Inflow (cfs) 0.13 Peak Lateral Inflow (cfs) 0.13 Peak Outflow (cfs) 0.00 Peak Exfiltration Flow Rate (cfm) 0.25 Max HGL Elevation Attained (ft) 5725.49 Max HGL Depth Attained (ft) 6.29 Average HGL Elevation Attained (ft) 5722.05 Average HGL Depth Attained (ft) 2.85 Time of Max HGL Occurrence (days hh:mm) 0 16:19 Total Exfiltration Volume (1000-ft3) 0.190 Total Flooded Volume (ac -in) 0 Total Time Flooded (min) 0 Total Retention Time (sec) 32360.44 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 25 -year 24-hour Storm Event ell does not overflow Boundaries Unlimited Inc. www.bu-inc.com BUI#18021 Deric Walter, PE 970.945.5252 Storage Node : Drywell-B Input Data Invert Elevation (ft) 5719.50 Max (Rim) Elevation (ft) 5728.00 Max (Rim) Offset (ft) 8.50 Initial Water Elevation (ft) 5719.50 Initial Water Depth (ft) 0.00 Ponded Area (ft') 100.00 Evaporation Loss 0.00 Storage Area Volume Curves Storage Curve : Drywell-B Stage Storage Storage Area Volume (ft) (ft') (ft') 0 350 0.000 .5 12.56 90.64 2 12.56 109.48 2.01 53.22 109 81 < 8.5 53.22 455.21 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 25 -year 24-hour Storm Event Drywell backfilled with 10'x12' of screened rock. Boundaries Unlimited Inc. www.bu-inc.com BUI#18021 Deric Walter, PE 970.945.5252 - Storage Area - Storage Volume I 8.4 8.4 8.2 8 7.8 7.6 7.4 7.2 7 6.8 6.6 6.4 6.2 6 5.8 5.6 5.4 5.2 5 25 -year 24-hour BUI#18021 Storm Event Storage Area Volume Curves Storage Volume (t13) 50 100 150 200 250 300 350 400 450 4.8: 4.6 : 4.4 - 0') 4.2 4 3.8 3.6 3.4 : 3.2 3: 2.8 2.6 2.4 2.2 2 1.8 1.6 1.4 1.2 1- 0.8 0.6 0.4 0.2 0- r - 8.2 8 7.8 7.6 -7.4 7.2 7 -6.8 6.6 6.4 -6.2 -6 5.8 5.6 5.4 5.2 5 4.8 4.6 4.4 4.2 4 3.8 3.6 3.4 3.2 3 2.8 2.6 2.4 2.2 2 1.8 1.6 1.4 1.2 1 0.8 0.6 0.4 0.2 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 WWW.bu-inc.com Storage Area (ft) Boundaries Unlimited Inc. Deric Walter, PE 970.945.5252 Storage Node : Drywell-B (continued) Output Summary Results Peak Inflow (cfs) 0.13 Peak Lateral Inflow (cfs) 0.13 Peak Outflow (cfs) 0.00 Peak Exfiltration Flow Rate (cfm) 0.00 Max HGL Elevation Attained (ft) 5727.50 Max HGL Depth Attained (ft) 8 Average HGL Elevation Attained (ft) 5722.95 Average HGL Depth Attained (ft) 3.45 Time of Max HGL Occurrence (days hh:mm) 0 19:18 Total Exfiltration Volume (1000 -ft') 0.000 Total Flooded Volume (ac -in) 0 Total Time Flooded (min) 0 Total Retention Time (sec) 33708.65 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 25 -year 24-hour Storm Event ell does not overflow Boundaries Unlimited Inc. www.bu-inc.com BUI#18021 Deric Walter, PE 970.945.5252 170 Mel Rey Road BUI#18021 Administrative Review for Two -Unit Dwelling September 19, 2018 Landscape Plan Civil Engineering Surveying & Beyond heldtles 1 111 The Landscape Plan is provided in accordance with Article IV Section 4-203.F of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. F1. Topographic Information: 1 -foot contours are represented on the Civil Engineering Plans. F2. Lot Lines and Easements: Lot lines and easements are represented on the Civil Engineering Plans. F3. Existing Trees: The location and size of existing trees are represented on the Civil Engineering Plans. F4. Estimated Cost: Proposed landscaping is limited to reseeding of disturbed lawn areas that are outside the proposed building, parking and driveway. The estimated cost for this is approximately $600. F5. Maintenance: Lawn maintenance will simply be comprised of routine watering and mowing. No other landscape plants or systems are proposed. 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com 170 Mel Rey Road BUI#18021 Administrative Review for Two -Unit Dwelling September 19, 2018 Impact Analysis The Impact Analysis is provided in accordance with Article IV Section 4-203.G of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. Civil Engineering Surveying & Beyond. ov�'dat • les :4� vflimi G1. Adjacent Land Use: The following descriptions include neighboring areas in all directions within a 1500' radius of the subject property. To the north & northwest of the property are units zoned for single family residential use. To the south are commercial and light industrial properties. To the east of the property are multi -family residential units. To the west are properties zoned for commercial use. All of these properties can be visually examined in Exhibit A on the Adjacent Property Owners map. G2. Site Features: The site is relatively flat with a minor grade from north to south at 1 %-3%. The site is vegetated with fair condition lawn grass, small brush and scarce deciduous tree cover near the existing drive and along the edges of the property to the south and east. No bodies of water are located on the site or in the immediate vicinity. 1 -foot contours are represented on the Civil Engineering Plans G3. Soil Characteristics: In depth soil classification and substratum analysis can be found on the attached USDA Web Soil Survey. G4. Geology & Hazard: The site is located in an existing developed area where no geologic hazards are known to exist. As seen in FEMA Firm Panel 08025 1043B (attached), the site is not located within a floodplain boundary. G5. Groundwater and Aquifer Recharge Areas: There are not any wells on the site so aquifer recharge concerns are not applicable. G6. Environmental Effects: Existing development is already established on the site and in the surrounding areas. The affected areas of the existing lawn will be excavated during the construction process and new lawn will be put in to replace the excavated areas after construction. Some poor -quality trees along the southern edge of the property will be removed. No critical wildlife habitat should be altered or removed. No potential radiation hazards have been determined. G7. Nuisance: Since the project will consist of constructing a driveway and a small duplex, we do not anticipate any impact on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. G8. Hours of Operation: Since this property is used for residential purposes and not commercial, there will not be any hours of operation. 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com September 19, 2018 Garfield County Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: 170 Mel Ray Road — Administrative Review Waiver Requests To Whom It May Concern: Civil Engineering Surveying & Beyond �ndar • �o s Unlimi This application is for the construction of a small two -unit residential dwelling behind the existing single family residence which is allowed under the current zoning. No phasing is proposed nor vested property rights requested. Therefore, the Applicant requests a waiver for the Development Agreement mentioned in LUDC 4-203.J. Additionally, the Applicant requests a wavier for the Improvements Agreements mentioned in LUDC 4- 203.K since no public improvements or land use changes are proposed. If you have any questions, please feel free to contact me at 970.945.5252 x 1. Sincerely, Deric J. Walter, PE BOUNDARIES UNLIMITED INC. 923 Cooper Avenue, Ste. 201 I Glenwood Springs, CO 81601 1 970.945.5252 I www.bu-inc.com 170 Mel Rey Road Bum 8021 Administrative Review for Two -Unit Dwelling September 19, 2018 Basic Traffic Analysis Civil Engineering Surveying & Beyond oJ'�,darres Ualim •14 The purpose of this document is to provide a basic engineered analysis for additional traffic generated from the additional development at 170 Mel Ray Road in Glenwood Springs, Colorado. The 0.325 -acre property is owned by Edna Montanez and was previously developed with a single- family residence. The property is currently accessed from Mel Ray Road near the northwest corner of the site. The Applicant proposes to construct an additional two -unit dwelling behind the existing residence. The proximity of the existing residence to the north property line prevents the existing access from being used by the new dwelling units. Therefore, a new access is proposed along the south property boundary. The construction will be conducted during normal business hours and there will only be temporary lane closures on Mel Ray Road while utility service connections are installed. The following Exhibit -1 provides an aerial view of these roadways and intersections. The only permit that will be required is a driveway permit. Exhibit 1 (Site & Existing Roadways) Based on surveying information provided by True North Colorado, the Mel Ray Road right-of-way is approximately 30 -feet and roadway exists in a valley configuration (3' concrete valley pan paralleled by 10.5 -feet of asphalt on each side) for capture and conveyance of stormwater runoff down the middle from north to south. Both sides of the roadway also contain a 12"-24" gravel shoulder. The posted speed limit is 25 mph and there no existing sidewalks. Page 1 of 2 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com Per the Pre -Application Conference Summary, the directed Average Daily Trips (ADT) value for the existing/proposed dwellings is to be 9.57 trips per unit. As a point of clarification, this is the value used by the Institute of Traffic Engineers (ITE) prior to 9th Edition (the value has since been revised to 9.52) and the newest 10th Edition manual has categories for multifamily and considerations for rental versus owner. Regardless, the directed value has been used for this analysis. Existing and Proposed traffic trip generation has been estimated as follows: Existing Conditions Description/ITE Code *ITE Vehicle Trip Generation Rates # Units Total Generated Trips Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Single Family Homes, per Dwelling Unit (210) 9.57 0.75 1.01 1 9.57 0.75 1.01 Proposed Conditions: Single Family & Two -Unit Dwelling Description/ITE Code *ITE Vehicle Trip Generation Rates # Units Total Generated Trips Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Single Family Homes, per Dwelling Unit (210) 9.57 0.75 1.01 3 28.71 2.25 3.03 Trip Increase 19.14 1.50 2.02 *Based on Institute of Traffic Engineers (ITE) Trip Generation Manual, 8th ed. Table 1, Trip Generation Estimates Based on information provided by Garfield County Road & Bridge, the current average daily vehicle trips for CR#133/Mel Ray Road is 920 trips. Due to the development, the traffic will increase by 19.14 trips per day as calculated in Table 1. This results in a 2.1 % increase. Given the minor traffic increase compared to the existing conditions, no roadway or intersection improvements appear to be warranted to CR#133/Mel Ray Road or Highway 6 for this development. If you have any questions or need additional information, please feel free to contact me at 970.945.5252. Sincerely, �`�NA, BOUNDARIES UNLIMITED .-'+cs�PDO.L�C�c �% ic�:a�, �.4y ! i 37110 cc- 'Ih�'o; : `� I Deric J. Walter, PE Enc. Page 2 of 2 o • r Avenue, Ste. 201 I Glenwood Springs, CO 81601 I 970.945.5252 1 www.bu-inc.com October 4, 2018 Ms. Edna Montanez 170 Mel Ray Rd. Glenwood Springs, CO 81601 Dear Ms. Montanez: The purpose of this letter is to provide confirmation that the City of Glenwood Springs can and will serve your parcel of land located at 170 Mel Ray Road, which is parcel number 2185-061-02-002 in West Glenwood, with domestic water and electrical services. The City understands that the proposed project includes construction of a 2 -unit rental dwelling unit within the abovementioned parcel. Please note that sanitary sewer service for this parcel is within the West Glenwood Sanitation District service area. Normally, a request for water service outside the corporate limits would require a pre -annexation agreement. However this parcel is located within what was the West Glenwood Springs Water District. When the West Glenwood Springs Water District was dissolved in 1988, the Glenwood Springs City Council adopted Resolution # 88-3, which removed this requirement for parcels within the District as it existed on that date. Prior to final approval of the water service and associated tap, the following conditions must be met: 1. Applicant shall provide the City with a copy of the development approval letter he/she receives from Garfield County for this project. 2. Applicant shall submit a utility plan, for the City's review and approval, indicating the proposed water tap location, the tap size, curb stop box location, service lateral piping size and material. 3. All applicable tap and system improvements fees, as calculated by the City's Community Development Department, shall become due and payable prior to a tap being made on the City's main. 4. Any extensions or taps necessary to provide service to the proposed unit are the sole responsibility of the applicant. 5. All water and electric uses must be metered, with the meters being inspected by the appropriate department. An account must be set up with the Finance Department prior to the services being energized. 6. Following completion of project, an as -built drawing (preferably in an AutoCAD drawing file format (.dwg)) of the services and associated appurtenances shall be submitted for review and approval by the City. When you have received approval of the planning action with Garfield County, kindly contact us for the details of the actual installation and the associated fees. If you have any questions regarding this matter, please contact me. Sincerely, Brad Zachman Assistant Public Works Director 970-384-6388 XC: Debra Figueroa, City Manager Robin Millyard, Public Works Director Matt Langhorst, Assistant Public Works Director Doug Hazzard, Electric Superintendent 101 WEST 81" STREET, GLENWOOD SPRINGS, CO 81601 (970) 384-6400 (970) 945-2597 FAX WWW.CI.GLENWOOD-SPRINGS.CO.US West Glenwood Springs Sanitation District 51 Riverine Rd. Glenwood Springs, CO 81601 970.618.5147 phone wgssanitation@gmail.com 10 September 2018 Adam Leach, Engineer Boundaries Unlimited (269) 235.2998 Re: 170 Mel Ray Rd. Can and Will Serve Dear Adam: Via email adam@bu-inc.com The District has the capacity in its wastewater treatment plant and can and will serve the above property with an additional 2.00 EQRs for a duplex with wastewater treatment service so long it is within the District subject to the following conditions: 1. The payment of all applicable tap fees (currently $6,000/EQR); and 2. Pursuant to the District's Rules and Regulations, an applicant for sewer service shall reimburse the District for all costs incurred by the District regarding the project, including, but not limited to legal and engineering review. If you have any questions, please don't hesitate to contact me. Office hours are limited so email is the best way to contact me. Or feel free to contact the Plant Superintendent, Jorden Voskuil, at 970.945.6069 or 970.384.2487. Regards, e€P44 %/2c.€awe Kelly Mullane, District Administrator cc: Jorden Voskuil @ jvwgsd@outlook.com September 19, 2018 Garfield County Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 RE: 170 Mel Ray Road — Administrative Review Section 7-107 Access and Roadways To Whom It May Concern: Civil Engineering Surveying & Beyond o`ridar res • '� �nlimi The purpose of this letter is to address the proposed project in accordance with LUDC 7-107 Access and Roadways. A. The property is currently and will continue to be accessed from CR#133/Mel Ray Road. B. The new access shall be safe and in conformance with applicable County, State, and Federal access regulations. C. The proposed 20' access width will provide adequate capacity for the proposed two -unit dwelling. D. No road dedications are necessary or included in this application. E. This application if for a two -unit dwelling which does not include any long term hauling, truck traffic or equipment use. F. No roadways are included in this application, just a driveway providing access to the proposed two -unit dwelling. The new driveway will be permitted with the Road & Bridge Department. I have contacted the Road & Bridge Department and they do not have any active permits on file for this property. If you have any questions, please feel free to contact me at 970.945.5252 x 1. Sincerely, Deric J. Walter, PE BOUNDARIES UNLIMITED INC. 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 1 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 0 0 0 0 0 0 0 0 0/ 0 0 ASPI-fel LT PAVEMENT vc \_ 0 SITE BENCH MARK FOUND REBAR Er 1-1/4" YELLOW PLASTIC CAP LS38215 ELEVATION: 5730.37 m TOPOGRAPHIC SURVEY LOT 2, BLOCK 2 MEL -RAY SUBDIVISION SECTION 6, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PM COUNTY OF GARFIELD, STATE OF COLORADO LOT3 S88°33'30"E NOV51 '44 "£ 100.00 G MB ■ 0 "mss w.. N NORAVEL,. CARPORT --- -5729-- X STEP . • EX- E . ■ 141.41' ■ N N 4.0' • 1-tt:5730.5 2.2' BRICK COLUMN (TYPICAL) G ■ ■ ■ ■ FOUND REBAR Er 1-1/4" YELLOW PLASTIC CAP LS38215 ■ G 2.2' 26.3' ONE - sro2Y FRAME HOUSE 170 MEL REY ROAD 30.3' ■ NEIC,}f 3OR'5 GARAGE ■ G CRAWL SPACE ACCESS ■ ■ ■ ■ G ■ ■ ■ ■ EX UE 11.7 EFE:5729.5 • 11.7' COVERED DECK ■ ■ EX -UE EX -UE CONCRETE // — —5729 ■ ■ N88°33'30"41 141.41' LOT1 ■ ■ • CONCRETE t LANrE1R ■ EX -UE LOT2 BLOCK 2 14,141± SQ.Er. ■ ■ ■ ■ ■ . EX -UE 16.5' S1 -(ED 5729 ■ a CGS 8.3' ^SSD / S01 °51 '44 " W 100.00' 1 1 1 1 1 1 ■ 1 ■ ■ I ■ ■ ■ ■ ■ ■ ■ ■ • • • ■ w G EX UE OT LEGEND E ELECTRICAL METER © GAS METER t° WATER SJfUrOff MB MAILBOX w WATER LINE G GAS LINE UNDERGROUND ELECTRIC LINE 0 OVERHEAD TELEPHONE WOOD PRIVACY FENCE CHAIN-LINK FENCE NOTES: 1. DATE OF FIELD SURVEY: JULY 11, 2018. 5 10' 20' SCALE: I" = 10' 2. LINEAR UNITS USED TO PERFORM THIS TOPOGRAPHIC SURVEY WERE U.S. SURVEY FEET. 3. THIS TOPOGRAPHIC SURVEY IS BASED ON MEL -RAY SUBDIVISION RECORDED OCTOBER 29, 1949 AS RECEPTION NO. 170138 AND AN IMPROVEMENT SURVEY PLAT PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED JUNE 10, 2016. 4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 5. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) STATION 'GLENWOOD' HAVING AN ELEVATION OF 5714.03. 6. CONTOUR INTERVAL EQUALS 1 FOOT. 7. UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BY ROARING FORK UTILITY LOCATORS, ONLY PAINT MARKS WERE LOCATED BY TRUE NORTH COLORADO, LLC. THE ACTUAL LOCATION OF UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO EARTHWORK CONSTRUCTION. SURVEYOR'S STATEMENT I, RODNEY P. KISER, DO HEREBY STATE THAT THIS TOPOGRAPHIC SURVEY WAS PREPARED BY TRUE NORTH COLORADO, LLC FOR EDNA MONTANEZ, THAT SAID FIELD SURVEY WAS PERFORMED UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT THIS SURVEY MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN C.R.S. SECTION 38-51-106 AND IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 TRUE NORTH COLORADO A LAND SURVEYING AND MAPPING COMPANY EDNA MONTANEZ TOPOGRAPHIC SURVEY LOT 2, BLOCK 2 - MEL -RAY SUBDIVISION COUNTY OF GARFIELD - STATE OF COLORADO TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY 1118 BENNETT AVENUE GLENWOOD SPRINGS, COLORADO 81601 (970) 945-1105 www.truenorthcolorado.com PROJECT NO: 2018-210 DATE: JULY 17, 2018 DRAWN RPK SURVEYED LDV SHEET 1 OF 1 N:\PROJECTS\2018\18021-170 Mel Rey Road\dwg\18021-C-Topo.dwg 10/31/2018 2:17 PM rA LL J 1 0 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 SITE PLASTIC m BENCH MARK: FOUND REBAR & 14' YELLOW SINGLE FAMILY CAP LS38215 ELEVATION: 5730.37 I NOTES: AlL _ . " _ - Ay S -ITE A l � 3 ` 13. THE CONTRACTOR SHALL TAKE APPROPRIATE 1. SURVEY INFORMATION PROVIDED BY TRUE NORTH COLORADO PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL LLC. POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS ETC. THE 2. SITE HAND AND GUARD RAILING BY OTHERS. CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND IDENTIFIED SPILL 3. SEE ARCHITECTURAL, LANDSCAPING AND AND STRUCTURAL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ENGINEERING PLANS FOR ADDITIONAL BUILDING AND ACTIVITIES AT THE PROJECT SITE. LANDSCAPE INFORMATION. 14. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR 4. SEE ADDITIONAL NOTES ON REMAINING PLAN SHEETS. CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL 5. ALL DEMOLITION AND CONSTRUCTION SHALL MEET OR EXCEED FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE, THE CURRENT CONSTRUCTION AND DESIGN STANDARDS PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE ESTABLISHED BY THE COUNTY AND BE SUBJECT TO WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS• OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. OWN RISK. 6. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO 15. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND EXIST, BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACTALL AND SHALL BE CONSIDERED PART OF THE WORK. APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY 16. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A REVIEWING AND COMPLYING WITH THE MANUFACTURERS CONFLICT OF AN EXISTING UTILITY. THE CONTRACTOR SHALL RECOMMENDATIONS AND SPECIFICATIONS FOR THE PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO CONSTRUCTION. THE CONTRACTOR, AT NO EXPENSE TO THE PROPER SEALING OF MATING SURFACES. THE CONTRACTOR OWNER OR PROJECT ENGINEER, SHALL REPAIR ANY DAMAGED SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY UTILITIES. DISCREPANCIES ARE FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN. 7. ALL EXCAVATIONS FOR UTILITY LINES RETAINING WALLS ROADWAYS, BUILDING STRUCTURES, DRAINAGE FACILITIES AND 17. FOUNDATION DESIGNS TO BE OBTAINED FROM THE PROJECT TRENCHES, ALONG WITH WORK IN GENERAL, SHALL MEET THE STRUCTURAL ENGINEER. REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL 18. THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER COMMISSION, OR THE COLORADO DIVISION OF MINES, WHICH THE RECOMMENDATION OF THE STRUCTURAL AND EVER APPLIES. SAFETY IS THE CONTRACTORS RESPONSIBILITY. GEOTECHNICAL ENGINEERS. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE 19. ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1% PARTY WITH ANY REGULATIONS RELATING HERETO. BE INSTALLED STALLED IMUM SLOPEALL N ALOTHE L EXTEOUTFALL RIOR ROOOIGUTTERSTDRAIN PTAPE IPES, 8. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS AREA DRAINS, TRENCH DRAINS AND GRATED STRUCTURES. SUBMITTED TO THE OWNER AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE. COMPACTION SHALL MEET OR EXCEED 20. ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS COUNTY REGULATIONS. THE MINIMUM COMPACTION AREA TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE STANDARD SHALL BE 95% STANDARD PROCTOR UNLESS BUILDING IS MAINTAINED. OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER. 21. ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT 9. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION CONNECTIONS. ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT OF WAY PROPERTY OWNED, OR EASEMENTS PROVIDED TO OWNER. 22. SEE ELEVATION VIEWS PROVIDED BY KURTZ & ASSOCIATES. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER 23. OWNER TO WATER AND MAINTAIN LAWNS. INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE LEGAL DESCRIPTION. • , r. . ��'r� 1 i .j . } f 1tFt` \- ?'/• "y_� a� ,! • �., ��_ ` I �`' I r � , • ORA r o _ iv. • � : •r+ �� . � _ -...4•-•;-To Gypsum ii E,� f .. �. 4 ".,. ‘. � • ,� JAP •� ._ _ 41 �� -_. _ �� _ _ , - - ---v -- a` _ - i j� 1 z 1 EDNA MONTANEZ 170 MEL RAY ROAD GLENW00D SPRINGS, CO 81601 970.274.3059 t& -xx PROPERTY S88° 33' 30"E 141.41' yr NORTH 0 10' 20' - -"=10' 0 , , 8101 Know what's below. - x x GLENWOOD SPRINGS, COLORADO 170 Mel Ray Road Site Grading, Drainage, Erosion Control & Landscape Plan By ,\d 7x x X x� Revision /--- s�Sp �5 l30 x x x x - x - - z W N M x y Lc) • 0 x N 00 c PROJECT NO. Sheet 18021 FILE NAME: w W W w W- � � UE-�L- � � � * " < L Date: 1 0 z 10/31/18 �S &,, w _ UEr� * �UEw UE,. u @_ -CIE,* y ��E 5�3�� i Q icz O - O = w %� xs-i W ` y oI w RELOCATE THE - SETBACK / uy w „ w os EX. SHED 7 5' OFF THE REAR iqc �� PROPERTY LINE AND 10' OFF cc W l o� THE SIDE PROPERTY LINE. 1 w if I 30 , ," , . w1 w 1 w w _ROW i DISTURBED LAWN AREAS x '" w \ - 1 ;. - c;lepw ':- p R Glenwood S p 1 i n g S 1 ' °' a a , a TO BE SODDED OR SEEDED L W/ A CONTRACTOR LAWN w J- 7 5' r- + 10.5_ �+ 3_ 1 10.5± �� GRASS MIXTURE W w 1 www .'-"_ ■r■.w•rr■rl��e!0!■■!■■T■.�■ _� w I Li.„„;; Vicinity Map m ■ l 1 ( 0) 1 y rf w w w • d �� 25' P" = 3000' / EX DECIDUOUS TREE ("0) TO REMAIN ° \ \ \ X5729- y ■ EX ELM TREES (14'0 & 12"0) i"� EXTEND FOUNDATION% DRAIN TO DRYWELL #314 ,-* . * -5729 #335 5729.36' z o A o _ _ - - \ A \ TO REMAIN W ■ ■w 1 - - - - - - ■ ■ 5729.46' #323 5729.23' i w LL , I - v / EX \ \ \ w NW PROPOSED / ��■■ 2 j I -� , LEGEND i l GRAVEL PARKING 170 MEL RAY ROAD \ ■W INSTALL -STORY / y I ' 4'0 FOUNDATION I z n ° z TO REMAIN a ° EX. 1 STORY \ \ \ \ : , DOWNSPOUT & ■� SPLASHPAN, TYP. ■* 2 -UNIT NI' W RENTAL DRYWELL y� �pp EX ELM TREE 2D (6"0) TO REMAIN EXISTING/PROPOSED GRAVEL DRIVEWAY 1,_, i cc ° ° ° SINGLE FAMILY \ \ -<y ��y ■ y ■ F--' EXISTING/PROPOSED LAWN F-- � �¢ ° ° a RESIDENCE 2070 FT2 \ \ \ w W `-� x - ` " DIIVELL�NG#313 FF: 5730.5' j 5729.16' /;; to TOPSOIL AND EXISTING/PROPOSED ASPHALT 7965 EXISTING CONTOUR PROPOSED CONTOUR � I< \ \ V ■ ■STOOP ■ �� J v CONSTRUCTION / w z X a ° \ #309 * 5729 90' I 2 0�AND .\ w o MATERIALS WILL BE 7 v) TEMPORARILY \ W �q ■ ■w / #334 STORED IN THE r I � cc � � m w co SNOW STORAGE � � � RELOCATE EX CRAWL SPACE ACCESS TO BACK OF HOUSE COORDINATE WITH - ( THE STRUCTURAL � x * Iw w -.1_ ■ ■ ■ ■ INSTALL DOWNSPOUT & � PAN, TYP. - * _GRAVEL GRAVEL � HARDSCAPE PATH ■ #312 1. 5728.87' 57P8,89' -#322 5728.69' PARKING SPACES x PARKING SPACE (4 TOTAL, 9'x20' EACH, TANDEM/ASSIGNED) � PROPERTY LINE EASEMENT . r� PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE LOT 2, BLOCK 2 MEL RAY SUBDIVISION. SECTION 6, TOWNSHIP 6 RESPONSIBILITY OF THE CONTRACTOR. SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, 10. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STATE OF COLORADO STRUCTURES IN ALL DIRECTIONS. ACCORDING TO MEL -RAY SUBDIVISION RECORDED OCTOBER 29, 1949 AS RECEPTION NO. 170138 AND AN IMPROVEMENT SURVEY PLAT 11. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED JUNE 10, OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE 2016. AS BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE 12. ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE COUNTY OR THE PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES. WS,-ws WS- ®ws- EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER ETi -SL SL SL SL SL- EXISTING/PROPOSED SEWER SERVICE/CLEANOUT 7 I \ #300 5728.12' \ AREA (120 SF)■■�� ENGINEER) INSTALL 60LFW w EM■■ ��■■■�.■■■ 4 �c�, 1 p #311 5728.77' w 1 ' Er ET EXISTING/PROPOSED ELECTRIC/TELEPHONE G G EXISTING/PROPOSED GAS • - - - - - - - - - - - NE w PROPOSED FOUNDATION DRAIN SYSTEM (BY OTHERS) TAPE REPLACE CONCRETE VALLEY h� / PAN j T #301 5727 89' #336- #338 5728.33' 5728 49' #337 * #303 * 5728.57' 5728.56' ' 5728.41' �, �, OF FENCE #304-- * #307 * '5728.70' wJ * * #306 5728.74' m Er 5728.77' i #310 . I ET a x SNOW STORAGE AREA (300 SF)HEAT �s°somas"sow PROPOSED 6"0 PVC STORM PIPE PROPOSED 4"0 PERF. UNDERDRAIN PIPE (WATERTIGHT) ASPHAL d" ES rj'/SAWCUT �e � SAWCUT DRIVEWAY APRON J o l'sae 1 #302 x " --�_ �� = _ '��"" � " �" - ' _ _ #305 f 5728.24' n Y V * z a Q >- - >- >-• > PROPOSED FLOWLINE GM EM mO m® I❑ ❑I EXISTING/PROPOSED UTILITY PEDESTALS & METERS -�G G G- 5727.93' / c_, L 4'0 STORMWATER -G��• • � SNOW STORAGE -� �G-�� ro "' GENERAL DIRECTION OF FLOW 1 DSO PROPOSED DOWNSPOUT/RAIN CHAIN & SPLASH PAN GRADE AROUND THE PERIMETER OF BUILDING AS ` SE L SL DRYWELL N d. 5728342•LINES. 1 S ---SL AREA(80 SF M ) W #315 ..._ SL SL L SL SL cri 0 5727.68' 2.1% SL SL SL SL SL � - #317 SL SL SLsL SL 1 SAWCUT (<_ (g.r - - 5727.79' - HIGH POINT sL sL sL---�%I #32 -� NECESSARY AT 2.5% FOR 10 -FEET MINIMUM IN PAVED 0 AREAS AND 5% FOR 10 -FEET MINIMUM OR 10% FOR 5 -FEET MINIMUM IN UNPAVED AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. II INVERT IN 10 INVERT OUT I \J _ < -< < . IN FLOWLINE < -< 4'0 STORMWATER 5728.36' 2.0% Q `J �_ -< >- > >-.. _>_ DRYWELL s / #331 #316 -> -< 5728.36' a IL.- - I -< -< < #321 0 \ 5727.22'•#318 < #319 I" 5728.15' I z¢ I} ASPHALT _' I S� OO Ws Ww ws�w ./' j 5728.36' #328/ SETBACK #320 / 5728.06' % 5727.56' \ N 1Q t �� F „� Ws j 5728.54' _ ws w-ws�wsL�W- \ \ w _ 44%04 ws - wsLw wsv�' .0 Wim- I SAWCUT�Stk--A Y.�� \ 0. x o - -xr X 5728.49' #330 #325 737!!!!!fliiiitr;x_x� \�/ ° z I -- -max ,UfW Sca L __ 5728.43' 5727.30' #327 N88° 33' 30"W x x SCF = J REPLACE ASPHALT & ROAD BASE #324 #101 5727.28' 1 EX LILAC (7'0) TO BE REMOVED EX ELM TREE (5"0) TO BE REMOVED FOUND REBAR & 14' YELLOW PLASTIC CAP LS38215 5728c_D.08' EX BUILDING 5728.56' INSTALL TEMP EX FENCE TO REMAIN ALONG LOWER (4) EX LOCUST TREES (12"0) TO BE REMOVED MULTI -FAMILY MOBILE HOME 141.41' PROPERTY LINE - - x EROSION CONTROL FENCE LIMITS OF DISTURBANCE EX SPRUCE TREE (8"0) INSTALL EROSION PROTECTION TO BE REMOVED ON THE TWO STORMWATER PARK DRYWELLS, TYP. ANCHORED FIRMLY FENCE FABRIC IN TRENCH AND ATTACHED SILT TO POST LAND USE SUMMARY: 1019 AX j - 'l ... POST (2'1X 2" NOMINAL) 24„ ASPHALT PAVEMENT 3' ZONE DISTRICT: COMMERCIAL LIMITED PARCEL AREA: 14,140 ft2±- 2 EXISTING BUILDING: 2,070 ft2+ EXISTING DRIVEWAY &PARKING: 1,485 ft 2+ EXISTING SHEDS: f 2± S G S S 350 t ADDED BUILDING: 1,000 ft2± 2 ADDED DRIVEWAY & PARKING: 3,700 ft ± SNOW STORAGE REQ'D: 93 ft2± SNOW STORAGE PROVIDED: 500 ft2± " 1 t't 1.5' SILT FABRIC STAPLED :: TO POSTS 1 i t .:. *tri " " " * t t t ° * * �- 3 I-1 :.. MIN. 24" 6" x 6" TRENCH MATCH EX 8" MIN MATCH MATCH EX MATCH MATCH EX .r r ' ' ' ' 1 r t p :• MIN. FLOW COMPACTED CLASS 6 - as ° a • t r 1 42" AGGREGATE BASE ' • o a ,. , '�' Centerline Centerline t ' =11 I COURSE •r .,1 _ ♦ +r �Ir, ::: t COMPACTED M BACKFILL N. 18" Il -til MI 1 -111,11 -IMT- -III- III II 111= HElli �r �' •�. �o �_ �� a� R•.- .• #. �� 0 % 0 "0d-/� Alignment & Station Elev. Northing Easting Point Alignment & Station Elev. Northing Easting -i', 1 -111= Ill -1 - - - - - - - - - - - - - - - - - - - IE III III III III III _ III -III -III -III -I SILT ANCHORED TRENCH FIRMLY - IIy 1 FENCE FABRIC IN 6"x6" AND ATTACHED TO POST Temporary -III=' �°� Sediment Control Fence =I EI 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 (3) #4 REBAR DOWELED 1-1 11 11 11 1H -1 INTO EX. CONC. @ 12' ac. 1=111=111111=111= -III-III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III 11 I=I 11=111-1 11-1 = = = -III-III-III= = = = = = = = -III -III= = = = = -III= -III-III= = = = = _11 III III -1 1-1 1-11-111-I I I-IIIH 1-1 1 1 -III -I 1-I 11-1 H HH 1 III III III III L Valley Pan 100 PC LS38215 5730.37 46390.06 8558.69 320 FL 5727.56' 46299.07 8657.76 101 PC LS38215 5727.32' 46290.08 8555.36 321 FL 5728.15' 46298.12 8687.10 300 EOA 5728.12' 46317.46 8553.74 322 FL 5728.69' 46325.11 8687.98 301 EOG 5727.89' 46312.14 8563.60 323 FL 5729.23' 46352.09 8688.86 302 EOG 5727.93' 46311.05 8597.07 324 EOA 5727.28' 46290.47 8553.00 Scale: N.T.S. Scale: N.T.S. 0 303 EOG 5728.56' 46310.37 8618.07 325 EOG 5727.30' 46292.15 8563.05 304 EOG 5728.41' 46309.88 8633.00 326 EOG 5728.08' 46291.06 8596.48 NOTES:2. Sheer Step Detail NOTES: 1. PRECAST MANHOLE SECTIONS SHALL MEET ASTM C-478 AND BE H-20 LOAD RATED. THE EDGE OF THE DRYWELL (AT FILTER FABRIC) SHALL BE 305 EOG 5728.24' 46309.33 8649.95 327 EOG 5728.56' 46290.38 8617.42 306 EOG 5728.74' 46317.53 8650.21 328 EOG 5728.54' 46289.89 8632.45 o - I 12'INSTALLED f' �, 4WQCV / FILTER FABRIC 7 - 7 n �' ; ' '- - Q ' -!od o I .:, - AT LEAST 20 -FEET AWAY FROM ANY FOUNDATION WALL. 3. BACKFILL EXCAVATION AROUND THE STRUCTURE WITH COMPACTED 3/4' CRUSHED WASHED SCREENED STONE TO 18" BELOW FINISH GRADE. COMPACT BACKFILL To 95% STANDARD PROCTOR. 4. PERFORATED SECTION TO BE INSTALLED 4 FT. MINIMUM INTO PERVIOUS ALLUVIUM. ENGINEER TO BE CONTACTED IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED. DRYWELL: 5. INLET AND OUTLET PIPES SHOULD ENTER DRYWELL AWAY FROM EXTEND THE HEAT THE DRYWELL STEPS. TAPE THROUGH THE OVERFLOW PIPE 24"0 DUCTILE IRON FRAME AND SOLID LID (H-20), SHIM TO MATCH THE SURFACE GRADE RIM: PER PLAN @ CENTER OF MANHOLE. SHIM THE FRAME TO MATCH THE SLOPE IF LOCATED IN THE DRIVEWAY OR A HARDSCAPE AREA. . : �• z 5" ASPHALT ASPHALT TO IN 3" LIFTS, 1. ASPHALT SHALL BE HMA SX75 PG 64-22. THE MIX DESIGN FOR THE ASPHALT MUST BE SUBMITTED TO THE ENGINEER AND GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT FOR Case A - Existing edge line or lane APPROVAL AT LEAST 30 DAYS BEFORE THE ANTICIPATED INSTALLATION DATE. line that will remain. BE PLACED 2. WHERE THE EXISTING PAVEMENT IS A SEAL COAT OR ROAD MIX ASPHALTIC SURFACE, A PREMIXED Center of existing MAXIMUM1 COLD APPLIED ASPHALTIC CONCRETE MAYBE USED. F 6" line to remain: Mill to 6" offset edge or lane line (to remain) Sawcut F 12" min. short of the center of the edge or lane 307 EOG 5728.70' 46317.66 8646.21 329 EOG 5728.49' 46289.08 8657.37 309 EOG 5729.90' 46333.06 8646.71 330 EOG 5728.43' 46287.82 8696.27 310 EOG 5728.77' 46320.94 8673.28 331 EOG 5728.36' 46301.81 8696.73 311 EOG 5728.77 46321.97 8675.56 332 EOG 5728.36' 46302.76 8694.63 �� 3. WHERE THE EXISTING PAVEMENT IS A MACHINE PLACED HOT MIXED ASPHALTIC PAVEMENT, A PREMIXED HOT APPLIED ASPHALTIC CONCRETE WILL BE USED. Existing Asphalt Sheer Step (milling) Full depth Asphalt 10" CLASS 6 ABC 312 EOG 5728.87 46324.31 8676.45 333 EOG 5728.42 46304.91 8693.82 j :;::,;,;,; COMPACTED TO 95% STANDARD PROCTOR p � ,,_� �,_�,�;� i�r��.►�•� �o'I ''r��I . y\� VA�VA� VYVV\A/ 4. ALL REPLACEMENT MATERIAL SHALL BE COMPACTED TO A DENSITY OF 95%OPTIMUM DENSITY. 5. TEMPORARY REPAIR TO BE PLACED THE SAME DAY AS COMPLETION OF BACKFILL. CONTRACTOR WILL MAINTAIN THE TEMPORARY REPAIR UNTIL THE PERMANENT REPAIR HAS BEEN COMPLETED. :><:::::::::::::::::::::.:::::::::::::::::::::::' j «z::>;»>;»::>::;::>::>::>::>:::>::>::>::>::»:::»»>::>::>::>::. /%/>.................................................. Plan View - Case A � �� / j 313 EOG 5729.16' 46338.39 8676.90 334 EOG 5728.89' 46328.39 8694.59 OVERFLOW INFLOW PLAN VIEW z' PRECAST � wF � � c 314 EOG 5729.46' 46352.47 8677.36 335 EOG 5729.36' 46351.88 8695.35 CONE SECTION O'0 RFLOW PVC OVERFLOW PIPE r `� � �� , - 4"0 SCH.40 PVC ��„ ROOF DOWNSPOUT wII •1-••1 &C.11.:&°01 E TACK COAT VERTICAL I Existing 8" Stripe i __________ Existing ---�� 315 FL 5727.68' 46302.35 8553.33 336 EDGE OF HOUSE 5728.33' 46313.08 8587.84 COMPACTED ASPHALT ROAD EDGE PRIOR TO PAVING iUiiiiiiiii ��6" �� SUBGRADE.� SECTION :;;;:;:;:::,:,:,:,::;::.:;::.::,:,:,:,:::.:;::.: Millin area ..::: ;:;;::.::.::.::.:::;;;:;;;:.>:>:>::.:::;::,;::. 9 �� ` ..;::<::;:::.>s;: ;::.............. ... .::.::..:::::: < - 316 FL 5727.22 46301.74 8575.75 337 EDGE OF HOUSE 5728.57 46312.20 8618.13 •-.•IB B°OSTEELRISERwITH - oor o. o,; bo:o ••'�-•spy �---� 40 �_P.�-�o _�o. 20 MIN. �z FLANGE END BMP BIO -SKIRT B1020 SECURE ABOVE THE FLANGE WITH STAINLESS eweHATCH STEEL WIRE. REPLACE�10„' PRECAST CONCRETE 1/2"0 AIR RELEASE SECTION(S) �oi'i1- HOLE 8" THICK PRECAST CONCRETE LID \� ��QI�� 000 WITH RUST RESISTANT ACCESS (i o • : : .Ip.l n WITH LIFTING HANDLES. Po. P.G �<< �_,� L. ` � � �;� �',��o-.,,.-.,oma •i 10 cl •'�oi•I1::.(--0!":-. ��1 �� Q�I �� e� SKIMMER PIPE ply •'o�. Poi (SEE DETAIL) • _� � : o- 11%y14�•018• �•P.• Po . o •, , ` � EXISTING ASPHALTIC 6" CLASS 6 ABC SURFACE COURSE Case B -Edge of milling at the center of the lane. 2" MILL DEPTHSECTION Center of lane NEW PREMIXED 1 Sawcut 317 FL 5727.79' 46301.06 8596.77 338 EDGE OF HOUSE 5728.49' 46312.64 8602.98 318 FL 5728.36' 46300.38 8617.74 THE SKIRT ANNUALLY) ■ • ILti•1 (4)1/2^0PLACE MIRAFI FILTERWEAVE 500 (OR ..� c DRILL' - �i� 1.••°•A•1' -O, ° !�o� ooe.-r�� 319 FL 5728.06' 46299.89 8632.68 COMPACTED TO 95%\� • `� • `��`� ►`�i • ►• • • �•� �i �� ASPHALT Existing Asphalt g p 12" min. Sheer Ste(milling)Full de th Asphalt Pp p PIO N �. - •4 WEEP HOLES AT ) 11�.�0 EQUAL FILTER FABRIC AROUND, UNDER 0'- THE BASE AND OVER CRUSHED STONE 'at° 0o r '0414170C PRECAST PERFORATED RISER SECTION '04141OC w/ 1'0 PERCOLATION HOLES FILTER FABRIC, PIN INTO GRAVELS .11: • l • 1' r•Po STANDARD PROCTOR • 4 4 '..'., . • . '. ��-�- 1 •••�� ••��•�w, 7��. ��-�- j j /%� �OO��O%��/% fid• \ I � ',//// 2' %/2 TACK COAT VERTICAL � WRAP THE BASE 1 � \oo ACCESS LID 1 .� WITH A ROCK 3/4'CRUSHED WASHED SCREENED 11 _ Sr • ,so COMPACTED / GRAVEL ROAD EAC E PRIOR TO PAVING SOCK ST THE 0 = �, o0 • ANDONE 1' BELOW THE DRYWELD L = R PLAN - oaoo SUBGRADE EXISTING BASE SECTION COURSE NEW BASE COURSE ASPHALT SEAM/SHEER STEP SKIM " IPE i`% %i i;\�\ �1 ; Asphalt/Gravel Replacement SECTION VIEW UNDISTURBED SOIL Stormwater Drywell Scale: N.T.S. Scale: N.T.S. /Bo Civil Engineering sP Surveying 0i & Beyond g, 11, e4 Inc• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal OHO\c,�oN•w4e?��`1�1 V � ,c, 10/31 /18 F : � 371 I;p. /0NA1.. Client Information: EDNA MONTANEZ 170 MEL RAY ROAD GLENW00D SPRINGS, CO 81601 970.274.3059 t& yr NORTH 0 10' 20' - -"=10' 0 , , 8101 Know what's below. CaII before you dig. GLENWOOD SPRINGS, COLORADO 170 Mel Ray Road Site Grading, Drainage, Erosion Control & Landscape Plan By Revision Date z T N M V Lc) • (D N 00 c PROJECT NO. Sheet 18021 FILE NAME: 18021-c topo.dwg DJW-ner: Cm Drafter: Date: 10/31/18 N:\PROJECTS\2018\18021-170 Mel Rey Road\dwg\18021-C-Topo.dwg 10/31/2018 2:17 PM 0 i i i N"O MEL RAY ROAD 1 h EX WATER SERVICE TO REMAIN x w w N 0 EX SEWER SERVICE TO REMAIN (LOCATION UNKNOWN) CONNECT TO SEWER 1 MAIN (SEE DETAIL) EX GAS SERVICE TO REMAIN a v PROPERTY LINE w SETBACK x w 4, 4, x* x EX. ELECTRIC & TELEPHONE TO REMAIN UE4/ Uq, LFE 170 MEL RAY ROAD EX. 1 STORY SINGLE FAMILY RESIDENCE 2070 FT2 EX GAS METER N 150 LF 4"0 SDR35 PVC SEWER SERVICE (SEE DETAIL) pT , E x * 4/ 0 EXTEND EX. ELECTRIC & TELEPHONE LU • • • Lu PROPOSED 2 -STORY 2 -UNIT RENTAL DWELLING FF: 5730.5' INSTALL ELECTRIC METER INSTALL CLEANOUT NM MI of fin:. • • • EXTEND EX GAS SL SL SL Lu Lu tsE SL SL SL SL SL SL SL SL SL SL SL SL 190 LF 1"0 WAT SERVICE S I 11 CONNECT TO WATER MAIN (SEE DETAIL) DRIVEWAY FLOWLINE NN WATER SHUT OFF VALVE 12' OFF PROPERTY LINE PROPERTY LINE 8 MIL POLYETHYLENE WRAP, I N STALLED PER MANUFACTURERS RECOMMENDATIONS BRASS OR BRONZE CORPORATION STOP NOTE: LOOSELY WRAP 12 GAUGE WIRE AROUND VALVE BOX BARREL. DRILL 1 /8" HOLE TO ALLOW TRACER WIRE TO ENTER BARREL 4" BELOW VALVE BOX COVER WITH 12" OF WIRE DRAPED IN BARREL. LOCATE NEW CURB BOX 12" ON STREET SIDE OF PROPERTY LINE EXCEPT WHERE SIDEWALK IS ON PROPERTY LINE, THEN LOCATE CURB STOP 12" BEHIND BACK OF WALK. FINISH GRADE ELEVATION ALL DISTURBED LANDSCAPED AREAS SHALL BE SODDED, OR REPLACED IN KIND. CURB STOP ADJUSTABLE BOX ARCH PATTERN W/FOOTPIECE 1 2 GAUGE TRACER Lu WIRE (WHEN REQUIRED) 0 PROVIDE GOOSENECK FOR EXPANSION & CONTRACTION TYPE "K" COPPER TUBING BRASS OR DUCTILE IRON DOUBLE STRAP WITH SADDLE WATER M Al N CC NOTE: 1. ONLY CITY W/WW DEPARTMENT STAFF MAY INSTALL THE WATER SERVICE LINE BETWEEN THE CITY'S MAIN UP TO (AND INCLUDING) THE CURB STOP SHUT-OFF VALVE. IN CERTAIN CIRCUMSTANCES, AND ONLY WITH PRE -AUTHORIZATION, THE CITY MAY APPROVE A QUALIFIED CONTRACTOR TO INSTALL THE SERVICE LINE AND CURB STOP VALVE WHILE UNDER THE CITY'S DIRECT SUPERVISION (080.040.030(A) - CONSTRUCTION OF WATERLINES AND APPURTENANCES). 2. THE CUSTOMER IS RESPONSIBLE FOR ALL COSTS INCURRED BY THE CITY FOR THE INSTALLATION OF THE SERVICE LINE BETWEEN THE WATER MAIN UP TO (AND INCLUDING) THE CURB STOP VALVE 080.040.030(E) - MAINTENANCE RESPONSIBILITIES. THE WATER SERVICE CONNECTION MADE ON THE CUSTOMER -SIDE OF THE WATER CURB STOP VALVE MUST BE INSPECTED AND APPROVED BY CITY STAFF BEFORE THE NEW WATER SERVICE WILL BE TURNED ON WATERTIGHT SPLICE (SEE NOTE) COPPER INLET FOR CONNECTION REQUIRED ON WATER MAIN SIDE, SAME ON OUTLET, OR AS REQUIRED TO MATCH EXISTING SET CURB STOP ON MASONRY SUPPORT WATER SERVICE CONNECTION DETAIL N.T.S. City of Glenwood Springs 101 West 8th Street Glenwood Springs, CO 81601 970.384.6435 Water Service Connection Detail Approved: XX Date: MM6 Water Standard Details Modified: 2/23/16 File: fte.efteocam Drawing # 4 , CURB STOP I VALVE AND STOP BOX NOTES: to FORGED BRASS PENTAGON BOLT //- CAST IRON CAP TYPE TOP LID, INSTALLED 1/2" ABOVE GROUND LOCKING SCREW VALVE COPPER METER SETTER COPPER 30" 0 5'-O" MIN. NO CONNECTIONS FLOW 3" 1 . NOT FOR INSTALLATION IN ROADWAYS, DRIVEWAYS, OR PARKING AREAS. 2. NO CONCRETE FLOOR TO BE LAID IN METER PIT. 3. ADJUSTMENT RINGS SHALL BE 2", 3", 4" OR 6" IN HEIGHT, USE AS NECESSARY. 4. NO CONNECTIONS OR CHANGES IN PIPE DIAMETER SHALL BE MADE IN THE METER PIT OR IN THE DISTANCE OF FIVE FEET BEYOND THE METER PIT WALL ON THE OUTLET SI DE. 5. LAWN SPRINKLER CONNECTIONS SHALL BE A MINIMUM OF FIVE FEET FROM THE METER PIT WALL ON THE OUTLET SIDE. WATER METER PIT City of Glenwood Springs 101 West 8th Street Glenwood Springs, CO 81601 970.384.6435 www.ci.glenwood-springs.co.us Water Meter Pit Approved: XX Water Standard Details Medif Drawing # W1 2 LEGEND 7065) SL SL SL ET SL SL ET DS 10 1171 1711 EXISTING/PROPOSED GRAVEL DRIVEWAY EXISTING/PROPOSED LAWN EXISTING/PROPOSED ASPHALT EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE EASEMENT EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER EXISTING/PROPOSED SEWER SERVICE/CLEANOUT EXISTING/PROPOSED ELECTRIC/TELEPHONE EXISTING/PROPOSED GAS PROPOSED FOUNDATION DRAIN SYSTEM (BY OTHERS) HEAT TAPE PROPOSED 6"0 PVC STORM PIPE (WATERTIGHT) PROPOSED 4"0 PERF. UNDERDRAIN PIPE PROPOSED FLOWLINE EXISTING/PROPOSED UTILITY PEDESTALS & METERS GENERAL DIRECTION OF FLOW PROPOSED DOWNSPOUT/RAIN CHAIN & SPLASH PAN GRADE AROUND THE PERIMETER OF BUILDING AS NECESSARY AT 2.5% FOR 10 -FEET MINIMUM IN PAVED AREAS AND 5% FOR 10 -FEET MINIMUM OR 10% FOR 5 -FEET MINIMUM IN UNPAVED AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION INVERT IN INVERT OUT SLOPE PER OSHA COVER ENTIRE WIDTH OF GRAVEL WITH NON -WOVEN GEOTEXTILE FABRIC (MIRAFI 140N OR EQUIVALENT). SLOPE PER GEOTECH REPORT BACKFILL -\411/4, PREFABRICATED DRAINAGE COMPOSITE (MIRADRAIN 6000 OR EQUIVALENT WASHED GRAVEL. EXTEND GRAVEL LATERALLY TO FOOTING AND AT LEAST 1/2 HEIGHT OF FOOTING. FILL ENTIRE TRENCH WITH GRAVEL. ATTACH PLASTIC SHEETING AT FOUNDATION WALL BELOW GRADE WALL SLIP JOINT SLOE TO ORAIN° le[._ 2" MIN. 8" MIN. OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING, (WHICHEVER IS GREATER) 4T PERFORATED RIGID PIPE (SDR35 PVC). THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF 1% MIN. (1/8 INCH DROP PER FOOT) TO DRAIN. ° SLAB ON GRADE FOOTING OR PAD NOTES 1. THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. CONTRACTOR TO FOLLOW ANY ADDITIONAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER E) Typ. Foundation Drain Scale: N.T.S. SANITARY SEWER MAIN PLAN VIEW 45° SWEEP FINISH GRADE NOTE: WHEN THE MAIN IS AT EXCESSIVE DEPTH, SERVICE MAY CONTINUE UP AT 45° TO THE DISTRICT APPROVED MINIMUM DEPTH THEN CONTINUE AT MINIMUM GRADE TO THE DWELLING UNIT. INSTALL FULL BODY WYE OR DISTRICT APPROVED ADAPTOR INSTALL A FULL BODY 8"x4" PVC WYE W/ SOLVENT WELD ENDS OR DISTRICT APPROVED ADAPTOR RESTRAINED COUPLING (TYP.) GRADE @ 2% MIN. 45° SWEEP ELEVATION VIEW Standard Sewer Service Connection Scale: N.T.S. CD I- CC C-1 CJD E czt NOTES: 1. PRECAST MANHOLE SECTIONS SHALL MEET ASTM C-478 AND BE H-20 LOAD RATED. 2. THE DRYWELL SHALL BE INSTALLED LOWER THAN THE DEEPEST BLDG FOOTER. THE EDGE OF THE DRYWELL SHALL BE INSTALLED AT LEAST 10 -FEET AWAY FROM ANY FOOTER. 3. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED 3/4" CRUSHED WASHED SCREENED STONE TO THE TOP OF THE DRYWELL AND WITH STRUCTURAL CLASS 2 ABC TO 12" BELOW FINISH GRADE. COMPACT BACKFILL TO 95% STANDARD PROCTOR. 4. PERFORATED SECTION TO BE INSTALLED 4 FT. MINIMUM INTO PERVIOUS ALLUVIUM. ENGINEER TO BE CONTACTED IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED. 5. INLET AND OUTLET PIPES SHOULD ENTER DRYWELL AWAY FROM THE DRYWELL STEPS. 7-- 24T DUCTILE IRON FRAME AND SOLID LID (H-20), / SHIM TO MATCH THE SURFACE GRADE RIM: PER PLAN @ CENTER OF MANHOLE RIM: ELEV 2' PRECAST CONE SECTION PRECAST CONCRETE SECTION(S) PLACE MIRAFI FILTERWEAVE 500 (OR EQUAL) FILTER FABRIC AROUND, UNDER AND OVER CRUSHED STONE 0.0 RISER SECTION W/ 11'0 i -Do OChL PERCOLATION HOLES 3/41' CRUSHED WASHED SCREENED 'Tc)'„ 12 STONE AROUND THE PERIMETER (MIN.) AND 1' BELOW THE DRYWELL • DRAIN PIPE FROM FOOTER BOT: ELEV -r: C ,.., ./-.)::::11:1 - :§6° '''''-cC : i)7!:, - .1, _( ,_ 1.,„ UNDISTURBED SOIL Foundation Mywell Section Scale: N.T.S. FOOTER CONDITIONS: 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING THICKNESS AND KIND WITH THE FOLLOWING MINIMUMS: 1.a. CONDITION 'A" (CDOT HIGHWAYS) = 5" MIN. ASPHALT WITH 1811MIN. CLASS 6 AGGREGATE BASE COURSE. 1.b. CONDITIONI1B" (OTHER STREET OR PARKING) = 5" MIN. ASPHALT WITH 10' MIN. CLASS 6 AGGREGATE BASE COURSE. 2. CONDITION "C" (OUTSIDE ROADWAY, PARKING OR CDOT RIGHT-OF-WAY): BACKFILL THE TRENCH WITH SUITABLE ONSITE SELECT MATERIAL COMPACTED TO 95% IN 12" LIFTS AS PER ASTM D698. TOP 12" TO BE TOPSOIL, AND REVEGETATE. 1. FLOWFILL (FLOWABLE CONCRETE) SHALL CONFORM TO CURRENT CDOT SPECIFICATIONS. 2. THE SAWCUT AND ASPHALT/CONCRETE REPLACEMENT AREA REQUIRED TO BE REMOVED FOR A UTILITY MAIN OR SERVICE LINE SHALL BE CONSIDERED TO BE A 10' WIDE SECTION CENTERED ON THE UTILITY UNLESS OTHERWISE SHOWN ON THE PLAN. 3. PAVING JOINTS SHALL BE MILLED. 4. SELECT MATERIAL SHALL BE 3"0 MAXIMUM. 5. PROVIDE TRACER WIRE TAPED TO THE TOP OF THE PIPE FOR POTABLE AND IRRIGATION WATER MAINS AND SERVICE INSTALLATIONS. 6. DETAIL IS FOR 'DRY TRENCH' CONDITIONS. FOR UNSTABLE OR WET CONDITIONS, PROVIDE A MINIMUM OF 4" OF 1-1/2" SCREENED ROCK UNDER BEDDING MATERIAL WITH FILTER FABRIC PLACED BELOW AND ABOVE THE SCREENED ROCK. 7. Bc = OUTSIDE PIPE DIAMETER. 8. FILTER FABRIC SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 8.a. GRAB TENSILE STRENGTH, ASTM D4632: 120 LBS 8.b. GRAB TENSILE ELONGATION, ASTM D4632: 50% 8.c. TRAPEZOID TEAR STRENGTH, ASTM 4533: 50 LBS 8.d. CBR PUNCTURE STRENGTH, ASTM 6241: 310 LBS 8.e. PERMITTIVITY, ASTM D4491: 1.7 sec -1 8.f. UV RESISTANCE (AT 500 HRS), AST D4355: 70% STRENGTH RETAINED 9. INSTALL AN 181' WIDE CLAY/SILT CUTOFF ACROSS THE BEDDING EVERY 200 LF, MIN. CONDITION #2 CONDITION EXISTING ASPHALT TO BE SAWCUT (TYP.) MIN. SEE ASPHALT REPLACEMENT DETAIL PER PLANS AND SPECIFICATIONS SLOPE TRENCH WALLS OR SHORE FOR SAFETY PER CURRENT OSHA & COSH REQUIREMENTS -11 1-SUITIAIBI 17 ONSITE o EXISTING ASPHALT & BASE COURSE CONDITION 'IN' (UTILITY IN CDOT RIGHT-OF-WAY): FLOWFILL (FLOWABLE CONCRETE) MATERIAL FROM THE TOP OF THE PIPE BEDDING TO 24" BELOW FINISH GRADE OR AS MAY FIELD ADJUSTED BY THE CITY ENGINEER IN WRITING. WRAP ALL EXISTING UTILITIES IN CONTACT WITH FLOWFILL IN 10 MIL PVC SHEETING OR OTHER ENGINEER APPROVED BOND BREAKER. CONDITION '16" (UNDER OTHER STREET OR PARKING): CLASS 6 ABC WITH A COMPACTION DENSITY OF 95% AS PER ASTM D698. ALTERNATIVE MATERIALS MAY BE USED WITH APPROVAL FROM THE TOWN/CITY ENGINEER OR PUBLIC WORKS DIRECTOR. TRACER WIRE (POTABLE & IRRIGATION) PIPE 3/8" SCREENED ROCK BEDDING MATERIAL WITH COMPACTION DENSITY OF 95% AS PER ASTM D698. INSTALL A 24" WIDE CLAY OR FLOWABLE FILL CUTOFF ACROSS THE BEDDING EVERY 100 LF, MIN. Trench Cross Section Scale: N.T.S. Bo Civil Engineering sP Surveying \IN g, e4 InC• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal 371 11:e. Client Information: EDNA MONTANEZ 170 MEL RAY ROAD GLENWOOD SPRINGS, CO 81601 970.274.3059 41111111111 v p NORTH , , 8101 Know what's below. Call before you dig. GLENWOOD SPRINGS, COLORADO 170 Mel Ray Road Utility Plan By Revision 7 Date PROJECT NO. Sheet 18021 FILE NAME: INgner: C.2 Drafter: BUI Date: 10/31/18 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTON BASO) UPON ANY DEFECT W THS SURVEY 1111HIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASE UPON ANY DEFECT IN THS SURVEY BE ACED MORE THAN iEN YEARS FROM 1HE DATE OF CERTIFICATION SHOW HEREON. MB MAILBOX SET NO. 5 REBAR & 1-1/4» YELLOW PLASTIC CAP LS38215 0 0 0 LU tet' Fp- c•I (35.5') IMPROVEMENT SURVEY PLAT LOT 2, BLOCK 2 MEL -RAY SUBDIVISION SECTION 6, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO LOT 3 (BASIS OF BEARINGS) S88°33'30"E 141.41' GRAVEL: DRIVEWAY N (31.7') POSSIBLE ENCROACHMENT U cr>— Lu> O z O U 4.0' 2. 2.2' N N MAILBOX BUILDING SET NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS38215 FOUND NO. 5 REBAR 26.3' SINGLE STORY FRAME HOUSE 170 MELRAY ROAD 30.3' CELLARI 04 • 11.7' 11.7' od `SON • L > U OU 0 C� N88°33'30"W 141.41' LOT 1 STONE PLANTER LOT 2 BLOCK 2 14,141± S.F. SET NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS38215 16.5' SHED •—(10.3' 0 0 SOl051'44"W 8.3' 0 (n BUILDING 2.0' WITNESS CORNER SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP LS38215 2.3') LEGEND UGHT POLE ® ELECTRICAL METER CO GAS METER • SANITARY MANHOLE CHAIN-LINK FENCE WOOD FENCE GRAPHIC SCALE o 10 20 40 (INET) 1 inch = 10 ft. PROPERTY DESCRIPTION LOT 2, BLOCK 2 MEL -RAY SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 29, 1949 AS RECEPTION NO. 170138. COUNTY OF GARFIELD, STATE OF COLORADO. NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S8813'30"E ALONG THE NORTHERLY PROPERTY UNE BETWEEN THE NORTHWEST AND NORTHEAST CORNERS BONG SET NO. 5 REBARS AND 1-1/4" YELLOW PLASTIC CAPS LS38215 AS SHOWN HEREON. 2. DATE OF FIELD SURVEY: MAY 31, 2016. 3. UNEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S SURVEY FEET. 4. THIS SURVEY IS BASED ON MEL -RAY SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 29, 1949 AS RECEPTION NO. 170138 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. 5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY HIGH COUNTRY ENGINEERING, INC. IMPROVEMENT SURVEY STATEMENT I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR EDNA MONTANEZ. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, MAY 31, 2016. EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. RODNEY P. KISER, PLS 38215 COLORADO PROFESSIONAL SURVEYOR COUNTY SURVEYOR'S CERTIFICATE DEPOSITED THIS DAY OF , 2016, AT M., IN THE GARFIELD COUNTY INDEX FOR INFORMATIONAL LAND SURVEY PLATS UNDER RECEPTION NUMBER BY: GARFIELD COUNTY SURVEYOR DATE: FILING INFORMATION: SECTION 6, TOWNSHIP 6 SOUTH, RANGE 89 WEST, OF THE 6TH P.M. w Z > OON,w 2' 0) 0: ~o N Z�Nz i 00 °o <(-) U 0 w N • l• i- W }0(9J dpY� u)0203 <old 1-2 z°°J uswwo ALLI < ui Z U NO. • DATE REVISION BY cc. 6 0 1 0wZ z Op 2O z� Qz J PROJECT NO. 2161688 I OF 1 October 31, 2018 Garfield County Building & Planning Department Attn: Patrick Waller 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Civil Engineering Surveying & Beyond ‘yndar'es nlimi RE: 170 Mel Ray Road — Administrative Review Technical Completeness — File No. GAPA-10-18-8690 Mr. Waller: The purpose of this letter is to submit the information requested per your Technical Completeness Review dated October 25, 2018. The following in provided in the order listed in that letter: Legal Issues: 1. An updated Title Commitment has been enclosed. 2. The Ditch Declaration in question is based on a document recorded in 1894 prior to development of the Mel -Ray Subdivision and other surrounding developments. No ditches existing on this property. The Declaration also appears to describe that ditch location to be along the foothills several hundred feet north of this property. Therefore, this exhibit to the Title Commitment appears to be out of date and/or not impacted by the proposed application. 3. The shed will be relocate so that it is at least 10 -feet off the side property lines and 7.5 -feet off the rear property line as required by the LUDC. Please see the enclosed updated Civil Plans. Planning Issues: 4. The parking spaces are more clearly indicated on Sheet C.1 of the Civil Plans. 5. A narrative has been enclosed. 6. The encroachment of the neighboring garage does not physically impact this application or the Applicant's ability to construct the required improvements. Therefore, the Applicant does not wish to enforce her property rights against her neighbor at this time. If you have any questions, please feel free to contact me at 970.945.5252 x 1. Sincerely, 2u4a2-- Deric J. Walter, PE BOUNDARIES UNLIMITED INC. 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com October 25, 2018 Boundaries Unlimited c/o Deric J. Walter 923 Cooper Avenue #201 Glenwood Springs, CO 81601 Garfield County Reference: Montanez - Two -Unit Dwelling— Lot 2, Block 2, Mel -Ray Subdivision (File No. GAPA-10-18-8690) Dear Mr. Walter; Thank you for your application provided for a Two -Unit Dwelling on the Parcel located at 170 Mel Ray Road, Glenwood Springs. Our completeness review included input from the County Attorney's Office and has identified several items that need to be addressed or clarified prior to a determination of technical completeness. Please respond to the following items: Legal Issues: 1. The County Attorney's Office has requested an updated Title Commitment for the property. 2. The old Title Commitment in item No. 11 states that the property is subject to a Ditch Declaration. Please provide additional information on this item, including whether or not there is a ditch right-of-way on the property. 3. The site plan shows a shed on the property that is located in the setback. The applicant should either provide evidence that the shed is legal non -conforming, or provide a plan to bring the location of the shed into conformance with the Land Use and Development Code. Planning Issues: 4. Please update the site plan to show the proposed location of the parking spaces. 5. Please provide a narrative response to Article 7, Divisions 1, 2, and 3 of the Land Use and Development Code. 6. While not a Technical Completeness issue, further discussion may be required regarding the encroachment of the neighboring garage into the subject property. Once the above topics are addressed, Community Development can finalize its completeness review and schedule a date for the Director's Decision. Please note, that the Garfield County Land Use and Development Code requires that any technical completeness issues be resolved within 60 -days of the date of this letter. If not resolved in that timeframe, the application will be deemed withdrawn, unless a request for extension is submitted and approved. Feel free to contact me with any questions on this review or if you would like to meet to discuss these issues. Sincerely, (AAJA, Patrick Waller Senior Planner 2 I Page stewart title Real partners. Real possibilities.' Date: October 29, 2018 File Number: 307754 Property Address: 170 Melray Road, Glenwood Springs, CO 81601 BuyerlBorrower: To Be Determined Stewart Title Company 620 E Hopkins Ave Aspen, CO 81611 To Be Determined Delivery Method: Emailed Edna Z. Montanez Delivery Method: Emailed WIRED FUNDS ARE REQUIRED ON ALL CASH PURCHASE TRANSACTIONS. PLEASE FEEL FREE TO CONTACT THE ESCROW OFFICE AS NOTED ABOVE. We Appreciate Your Business and Look Forward to Serving You in the Future. stewart title ALTA COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY NOTICE IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I - Requirements; Schedule B, Part II - Exceptions; and the Commitment Conditions, STEWART TITLE GUARANTY COMPANY, a Texas corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I - Requirements have not been met within six months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. Authorized Countersignature Stewart Title Company 620 E Hopkins Ave Aspen, CO 81611 Matt Morris President and CEO Denise C.rraux Secretary For purposes of this form the "Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule 8, Part 11- Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 Page 1 of 3 AMERICAN LAND TITLE ASSOCIATION COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I - Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I - Requirements; (f) Schedule B, Part II - Exceptions; and (g) a countersignature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I - Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II - Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 8, Part I - Requirements; and Schedule 8, Part II - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 Page 2 of 3 AMERICAN LAND TITLE ASSOCIATION (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I - Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II - Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at <http://www.alta.orq/arbitration>. STEWART TITLE GUARANTY COMPANY All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252-2029. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part II - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 Page 3 of 3 AMERICAN LAND TITLE ASSOCIATION ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE A ISSUED BY STEWART TITLE GUARANTY COMPANY Transaction Identification Data for reference only: Issuing Agent: Stewart Title Company Issuing Office: 620 E Hopkins Ave, Aspen, CO 81611 Issuing Office 's ALTA® Registry ID: Loan ID Number: Commitment Number: 307754 Issuing Office File Number: 307754 Property Address: 170 Melray Road, Glenwood Springs, CO 81601 Revision Number: 1, Commitment Date: October 12, 2018 at 8:OOAM 2. Policy to be issued: (a) ALTA Owner's Extended Proposed Insured: To Be Determined (b) ALTA Loan Proposed Insured: Proposed Policy Amount 3. The estate or interest in the Land described or referred to in this Commitment is: FEE SIMPLE 4. The Title is, at the Commitment Date, vested in: Edna Z. Montanez 5. The Land is described as follows: See Exhibit "A" Attached Hereto $0.00 This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part 11 - Exceptions and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 (4-2-18) Page 1 of 6 AMERICAN LAND TITLE ASSOCIATION ALTA COMMITMENT FOR TITLE INSURANCE EXHIBIT "A" LEGAL DESCRIPTION ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 307754 Lot 2, Block 2 MEL -RAY SUBDIVISION According to the Plat recorded October 29, 1949 as Reception No.'s 170138 and 170139. County of Garfield, State of Colorado This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Cbmmitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule 8, Part 11 - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 (4-2-18) Page 2 of 6 AMERICAN LANA TITLE ASSOCIATION ALTA GOMEIiiI T MENT FOR TITLE INSURANCE SCHEDULE B PART I ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 307754 Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. Payment to or for the account of the grantor(s) or mortgagor(s) of the full consideration for the estate or interest to be insured. 6. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. 7. Evidence satisfactory to Stewart Title Guaranty Company of payment of all outstanding taxes and assessments as certified by the County Treasurer. 8. Execution of Affidavit as to Debts and Liens and its return to Stewart Title Guaranty Company. NOTE: If work has been performed on, or in connection with, the subject property (architectural drawings, soils testing, foundation work, installation of materials), please notify the Company's escrow officer within 10 days of receipt of this title commitment. 9. Payment of any and all Homeowners assessments and expenses which may be assessed to the property. 10. Execution of an acceptable survey affidavit certifying that there have been no new improvements constructed or major structural changes made on the subject property. NOTE: If improvements have been made on, or in connection with, the subject property, please notify the Company's escrow officer within 10 days of receipt of this title commitment. 11. Release by the Public Trustee of the Deed of Trust from Edna Z. Montanez for the use of Vectra Bank Colorado, NA to secure $259,971.00, recorded September 23, 2013, as Reception No. 841008. 12. Deed from vested owner(s) vesting fee simple title in the purchaser(s). This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part 11 - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 (4-2-18) Page 3 of 6 AMERICAN LAND TITLE ASSOCIATION ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART I ISSUED BY STEWART TITLE GUARANTY COMPANY NOTE: Notation of the legal address of the grantee must appear on the deed as per 1976 amendment to statute on recording of deeds CRS 38-35-109 (2). 13. Deed of Trust from the Borrower to the Public Trustee for the use of the proposed lender to secure the loan. NOTE: The vesting deed is shown as follows: Warranty Deed recorded September 23, 2013, as Reception No. 841007. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule B, Part 11 - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 (4-2-18) Page 4 of 6 AMERICAN LAND TITLE A.NS()CIAT I()N ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II ISSUED BY STEWART TITLE GUARANTY COMPANY Exceptions File No.: 307754 THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part 1- Requirements are met. 2. Rights or claims of parties in possession, not shown by the public records. 3. Easements, or claims of easements, not shown by the public records. 4. 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. 5. 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. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) Minerals of whatsoever kind, subsurface and surface substances, in, on, under and that may be produced from the Land, together with all rights, privileges, and immunities relating thereto, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records or listed in Schedule B. 7. Water rights, claims or title to water. 8. Any and all unpaid taxes and assessments and any unredeemed tax sales. 9. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. 10. Reservations or exceptions contained in U.S. Patents, or in Acts authorizing the issuance thereof, recorded February 26, 1894 in Book 12 at Page 298 as Reception No. 16933 reserving 1) Rights of the proprietor of a vein or lode to extract and remove his ore therefrom and 2) rights of way for ditches and canals constructed under the authority of the United States. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part 1- Requirements; and Schedule B, Part 11 - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 (4-2-18) Page 5 of 6 AMERICAN LAND TITLE ASSOCIATION ALTA COMMITMENT FOR TITLE INSURANCE SCHEDULE B PART II ISSUED BY STEWART TITLE GUARANTY COMPANY 11. Reynolds and Cain Ditch Declaration recorded January 17, 1884 in Book 7 at Page 135 as Reception No. 784 12. Statement and Map recorded August 24, 1887 as Reception No. 5114. 13. Matters described in Warranty Deed recorded April 26, 1949 in Book 241 at Page 486 as Reception No 1681.59. 14. Matters disclosed on the Plat of Mel -Ray Subdivision recorded October 29, 1949 as Reception No. 170138 and as Reception No. 170139. 15. Matters disclosed in Quit Claim Deed recorded December 8, 1953 in Book 274 at Page 54 as Reception No. 184288. 16. Matters disclosed in Quit Claim Deed recorded September 8, 1954 in Book 279 at Page 406 as Reception No. 18699" . NOTE: Exceptions 2 and 5 may be deleted from the policies, provided the seller and buyer execute the Company's affidavits, as required herein, and the Company approves such deletions. If work has been performed on, or in connection with, the subject property (architectural drawings, soils testing, foundation work, installation of materials), and the Company has not reviewed and approved lien waivers and indemnitor financials, Standard Exception 5 (mechanic lien exception) will not be deleted and no mechanic lien coverage will be furnished. Exceptions 3 and 4 may be deleted from the policies, provided the Company receives and approves the survey or survey affidavit if required herein. Exception 1 will not appear on the policies, provided the Company, or its authorized agent, conducts the closing of the proposed transaction and is responsible for the recordation of the documents. NOTE: This product is for informational purposes only. It is not a title insurance product and does not provide any form of coverage. This product is not a guarantee or assurance and does not warrant, or otherwise insure any condition, fact or circumstance. This product does not obligate this Company to issue any policies of title insurance for any subsequent transaction based on the information provided or involving the described herein. This Company's sole liability for any error(s) relating to this product is limited to the amount this was paid for this product. This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule 8, Part I - Requirements; and Schedule 8, Part 11 - Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. Copyright 2006.2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 (4-2-18) Page 6 of 6 AMERICAN LAND TITLE ASSDCIAT ION ALTA COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 307754 STATEMENT OF CHARGES These charges are due and payable before a policy can be issued: TBD Rate TBD Fee: $300.00 This page is only a part of a 2016 ALTA® Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I - Requirements; and Schedule R Part 11- Exceptions; and a countersignature by the Company or its issuing agent that may be in electronic form. AMERICAN LAND TITLE ASSOCIATION Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. File No.: 307754 ALTA Commitment For Title Insurance 8-1-16 DISCLOUR File No.: 307754 Pursuant to C.R.S. 10-11-122, notice is hereby given that: A. THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT; B. A CERTIFICATE OF TAXES DUE LISTING EACH TAXING JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; C. INFORMATION REGARDING SPECIAL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR Note: Colorado Division of Insurance Regulations 8-1-2, Section 5, Paragraph G requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 1 will not appear on the Owner's Title Policy and the Lender's Title Policy when issued. Note: Affirmative Mechanic's Lien Protection for the Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A. The land described in Schedule A of this commitment must be a single-family residence, which includes a condominium or townhouse unit. B. No labor or materials have been furnished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled Mechanic's and Materialmen's Liens. D. The Company must receive payment of the appropriate premium. E. If there has been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements satisfactory to the company; and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for agreed to pay. To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure: or a. That there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and b. That such mineral estate may include the right to enter and use the property without the surface owner's permission. NOTE: THIS DISCLOSURE APPLIES ONLY IF SCHEDULE B, SECTION 2 OF THE TITLE COMMITMENT HEREIN INCLUDES AN EXCEPTION FOR SEVERED MINERALS. Notice of Availability of a Closing Protection Letter: Pursuant to Colorado Division of Insurance Regulation 8-1-3, Section 5, Paragraph C (11)(f), a closing protection letter is available to the consumer. NOTHING HEREIN CONTAINED WILL BE DEEMED TO OBLIGATE THE COMPANY TO PROVIDE ANY OF THE COVERAGES REFERRED TO HEREIN, UNLESS THE ABOVE CONDITIONS ARE FULLY SATISFIED. Stewart Title Guaranty Company Privacy Notice Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its title affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information. Do we share Can you limit this sharing? For our everyday business purposes— to process your transactions and maintain your account. This may include running the business and managing customer accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. Yes No For our marketing purposes— to offer our products and services to you. Yes No For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes— information about your transactions and experiences. Affiliates are companies related by common ownership or control. They can be financial and non-financial companies. Our affiliates may include companies with a Stewart name; financial companies, such as Stewart Title Company Yes No For our affiliates' everyday business purposes— information about your creditworthiness. No We don't share For our affiliates to market to you — For your convenience, Stewart has developed a means for you to opt out from its affiliates marketing even though such mechanism is not legally required. Yes Yes, send your first and last name, the email address used in your transaction, your Stewart file number and the Stewart office location that is handling your transaction by email to optout@stewart.com or fax to 1-800-335-9591. For non -affiliates to market to you. Non -affiliates are companies not related by common ownership or control. They can be financial and non-financial companies. No We don't share We may disclose your personal information to our affiliates or to non -affiliates as perm'tted by law. If you request a transaction with a non -affiliate, such as a third party insurance company, we will disclose your personal information to that non -affiliate. [We do not control their subsequent use of information, and suggest you refer to their privacy notices.] SHARING PRACTICES How often do the Stewart Title Companies notify me about their praotioes? We must notify you about our sharing practices when you request a transaction. How do the Stewart Title Companies protect my personal information? To protect your personal information from unauthorized access and use, we use security measures that comply with federal law. These measures include computer, file, and building safeguards. How do the Stewart Title Companies oolleot my personal information? We collect your personal information, for example, when you request insurance -related services provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. What sharing oan I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. Contact us: If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 File No.: 307754 Revised 11-19-2013 Civil Engineering Surveying 170 Mel Rey Road & beyond BU I#18021�o�nda"les Administrative Review for Two -Unit Dwelling September 19, 2018 Article 7: Divisions 1, 2 and 3� nlimi This narrative is to address Article 7: Division 1, 2 & 3 of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. 7-101. Zone District Use Regulations: The proposed application complies with the current zoning, Commercial/Limited (CL). 7-102. Comprehensive Plan and Intergovernmental Agreements: The property is located within the Glenwood Springs Urban Growth Area (UGA) and is located in a Water & Sewer Service Area. The proposed application is in conformance with the Garfield County Comprehensive Plan. No known intergovernmental agreements are affected. 7-103. Compatibility: The proposed application is compatible in nature, scale and intensity to the adjacent land uses. To the north & northwest are units zoned for single family residential use. To the south are commercial and light industrial properties. To the east are multi -family residential units. To the west are properties zoned for commercial use. 7-104. Source of Water: Water supply will be provided by the City of Glenwood Springs. Please see the submitted can and will serve letter. 7-105. Central Water Distribution and Wastewater Systems: Central water distribution will be provided by the City of Glenwood Springs from an existing distribution main located in Mel Ray Road. Central wastewater collection will be provided by the West Glenwood Sanitation District from an existing collection main located in Mel Ray Road. 7-106. Public Utilities: Public utilities are already extended to this property to serve the existing residence. No additional easements or mainline extensions will be necessary to serve the two new dwelling units, just new service extensions. 7-107. Access and Roadways: Please see the previously submitted letter. 7-108. Use of Land Subject to Natural Hazards: The property is not subject to identified natural and geologic hazards. 7-109. Fire Protection: The property is located in the Glenwood Springs Fire Department boundary and is located just 300 -feet north of Station One which is located at 0090 Mel Ray Road. Page 1 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 7-201. Agricultural Lands: The property is located in an existing developed area and the proposed application will not result in a measurable impact to any agricultural operations, domestic animal controls, fences, roads, ditches, drainages or the water quality of any remaining local agricultural lands in West Glenwood Springs. 7-202. Wildlife Habitat Areas: The property is located in an existing developed area and the proposed application will not result in a measurable impact to wildlife. 7-203. Protection of Waterbodies: The property is not located within applicable setbacks of the nearest body of water, the Colorado River and will not adversely impact existing drainage patterns. See the previously submitted Grading & Drainage Plan narrative and calculations. 7-204. Drainage and Erosion: Please see the previously submitted Grading & Drainage Plan narrative and calculations. 7-205. Environmental Quality: The proposed application will not reduce air quality below acceptable levels established by the Colorado Air Pollution Control Division or store hazardous materials. 7-206. Wildfire Hazards: The property is not located in an area susceptible to wildfires and is located just 300 -feet from the nearest fire station. 7-207. Natural and Geologic Hazards: The property is not located in a known natural and geologic hazard area for avalanches, landslides, rockfall, alluvial fans, slopes, corrosive or expansive soils and rock, mudflows. The property may be located near a margin of late Cenozoic collapse area based on the Geologic Map of the Glenwood Springs Quadrangle, Garfield County, Colorado, dated 2008 prepared by the Colorado Geologic Survey. The delineation line on the map contains "?" marks indicating an uncertainty. 7-208. Reclamation Please see the previously submitted Landscape Plan narrative and Sheet C.1 of the Civil Plans. 7-301. Compatible Design: Please see the previously discussed 7-103. 7-302. Off -Street Parking Required: Four off-street parking spaces are proposed for the two new dwelling units (2 spaces per residential dwelling unit). These spaces are located next to the proposed building, meet dimensional requirements, will be tandem (2 -deep) and assigned. Please see Sheet C.1 of the Civil Plans. Off- street loading and unloading is not required for the proposed use. The proposed access does not result in backing on to public streets. Please see the previously submitted Section 7-107 Access and Roadways letter. 7-303. Landscape Standards: The proposed improvements will only disturb existing lawn and fair to poor condition trees. Proposed landscaping is limited to reseeding of disturbed lawn areas that are outside the proposed building, parking and driveway. The estimated cost for this is approximately $600. Please see the previously submitted Landscape Plan narrative and Sheet C.1 of the Civil Plans. Page 2 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com 7-304. Lighting Standards: Exterior lighting will be mounted to the proposed building and shall be downcast and shielded as required. 7-305. Snow Storage: Provided snow storage area exceeds 2.5% of the combined access drive and required off-street parking. Please see Sheet C.1 of the Civil Plans. 7-306. Trails and Walkway Standards: Mel Ray Road does not contain any existing sidewalks or trails to improve or extend onto or across this property. Page 3 923 Cooper Avenue, Ste. 201 1 Glenwood Springs, CO 81601 1 970.945.5252 1 www.bu-inc.com