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HomeMy WebLinkAbout7980 W. 44th AvenueDina Kemp From: no -reply@ ci.wheatridge.co.us Sent: Wednesday, December 18, 2019 7:37 PM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 7980 W 41 st Ave Property Owner Name Pat Kimmel Property Owner Phone 303-945-5344 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address C - **REQUIRED** Attach Kimmel cc form.pdf Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** CONTRACTOR INFORMATION Contractor Business Home Depot USA Name I Contractor's License 170102 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 801-710-2507 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address jamie@reedysetgo.com Retype Contractor Email jamie@reedysetgo.com Address DESCRIPTION OF WORK Number of window 1 and/or doors being replaced Location of Hall window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .32 window(s)/door(s)? City of Wheat Ridge requires the u -value to be .32 or better on windows.. Attach copy of Kimmel specs.pdf window/door cut sheets showing sizes and a -value Project Value (contract 800 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit 2 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 366 - /// j I 1 `oo Job Address: 7W V qN An Permit Number: 701700 01 AJ flw-f kya)veJ ❑ No one available for inspection: Time 10'1 3.5 gM_,j1PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: �A/ 19 Inspector: hlhe- LV vClf DO NOT REMOVE THIS NOTICE Memorandum TO: FROM: SUBJECT: DATE: City of Wheat Ridge Community Development Department Accounting Department Kim Cook, Building Division Refund for Permit March 4, 2018 Reason: Customer overpaid for project by submitting incorrect valuation. Contractor requested to have permit #201708012, for 7980 W. 44th Avenue corrected. Please refund: TO: Contractors License$ 80% permit fee: $ 62.30 0% plan review $ 100 % use tax: $ 52.46 Total: Precision Homes LLC 1900 Federal Boulevard Denver CO 80204 Thank You! " C004 Permit Technician $ 114.76 (acct 01-510-00-513) (acct 01-510-00-516) (acct 01-550-05-551) (acct 01-500-02-505) 4 £ City Of Wheat �dge COMMUNiTy DEVELOPMENT We, CVAalVq1-117 CitRfEwCee EA i iDal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 FEB d 5 2018 Refund Application Per Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29th Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): plzf�elslolj WC-11ML--5 L C� � p Address: City: I>e,,,TF-rz State: C6 Zip: d26 Phone: 30 3 -�j �('S - �p(� �7 Fax: Permit #: ; d11©6DI2 Reason for request: Email: �✓ r e c i o Permit Address: LAY u-;) c r—) / Printed Name:211,10mi Signature: Z__Date: For office use only ) This request has been: ed ❑ Denied Refund Amount: $ Approved by: Date: www.ci.wheatridge.co.us City of Wheat Ridge Residential Roofing PERMIT - 201708012 PERMIT NO: 201708012 ISSUED: 10/04/2017 JOB ADDRESS: 7980 W 44th AVE EXPIRES: 10/04/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 14 sq Pitch = 5/12 **Revision: 5 squares from 14 squares.** *** CONTACTS *** OWNER (720)352-9263 NOVAK ROBERT SUB (303)993-6057 Adam Steinbach 100332 Precision Homes *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 480 / Car Washes USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,100.00 FEES Total Valuation 0.00 Use Tax 23.10 Permit Fee 46.90 ** TOTAL ** 70.00 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with this,permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document And/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to I obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. I.. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 5. The issuance or granting of ap it shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinanc r regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat l dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Dater Add to Permit # x/46 KR b )z Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** J i Property Address: Property Owner (please print): b�)�Y� �\(�i� Phone: 1 2'�-) -z -�� Cpl Property Owner Email: Mailing Address: (if different than property address) Address City, City, State, Zip: lj\�" 6 - Contact Person: — `r Lwv�n Phone: �J��' 0 j- j� Contractor: \; Contractors City License #: �oy �� "�- Phone: �p `- q 605 Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares J L.4 x,106 Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ l 0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENT IV of (OWNER) (CONT CTOR) (71 PRINT NANIE:!�LZ2 ('`L,1Vw SIGNATURE: JZX2, DATE: S Zit' ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ► City of Wheat Ridge Residential Roofing PERMIT - 201708012 I. PERMIT NO: 201708012 ISSUED: 10/04/2017 JOB ADDRESS: 7980 W 44th AVE EXPIRES: 10/04/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 14 sq Pitch = 5/12 *** CONTACTS *** OWNER (720)352-9263 NOVAK ROBERT SUB (303)993-6057 Adam Steinbach 100332 Precision Homes *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 480 / Car Washes BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,598.00 FEES Total Valuation 0.00 Use Tax 75.56 Permit Fee 109.20 ** TOTAL ** 184.76 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes; one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof 6 inspection, conducted when 25-75 percent of, 4he roof covering is installed, prior to finalo. approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201708012 PERMIT NO: 201708012 ISSUED: 10/04/2017 JOB ADDRESS: 7980 W 44th AVE EXPIRES: 10/04/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 14 sq Pitch = 5/12 I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed�at all wo to -be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,-L- Signature of OWNER or CONTRACTOR (Circle one) Datt7 I 1. This permit was issued based on the infonnation provided in the pen -nit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pennit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordmancb ula f urisdi t;on Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us r--� Sent: Monday, October 2, 2017 1:04 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application tf Follow Up Flag: Follow up Ci> Flag Status: Completed c Residential Roofing Permit Application U� This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 7980 W 44th Avenue Property Owner Name Robert Novak Property Owner Phone 720-352-9263 Number (enter WITH dashes, eg 303-123-4567) 57 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract movakcpal@gmail.com Yes Bob Novak Signed.pdf CONTRACTOR INFORMATION Contractor Business Precision Homes Name L Contractor's License Number (This is a 5 or 6 digit number for the City W� of Wheat Ridge) Contractor Phone 303-993-6057 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 1900 Federal Blvd. (Primary address of your business) Contractor Email Address suzanne@precisionhomesofcolorado.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or suzanne@precisionhomesofcolorado.com No Pitched roof (2:12 pitch or greater) 58 both? (check all that apply) What is the specific pitch 5:12 of the PITCHED roof? How many squares are 14 part of the PITCHED roof? Describe the roofing Tamko Vintage materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Car wash detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 59 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Suzanne Tafoya Email not displaying correctly? View it in your browser. 60 Docu,jign Envelope ID: D7BB7368-817D-4124-994C-4F924006F1B6 AO'°` PRECISION HOMES Customer Bob Novak Email rnovakcpal@gmail.com Billing Address 19513 W 54th PI City Golden State CO Zip 80403 Insurance Comp State Auto 1 st Check Amount $2977.35 2nd Check Amount $2977.35 + Supplements Office: (303) 993-6057 Info (0,Precis ion HomesofColorado.com PrecisionHomesofColorado.com ect Contract Work Cell 720-352-9263 Home Delivery Address 7980 W 44th Ave Ciq Wheat Ridge State CO Zip 80212 Claim 4 PR -0000000-170856 Special Instructions: First check due upon commencement of construction, second check due upon completion of all trades specified in this contract. The owner does hereby employ Preeision Humes, LLC Roofing Division to do the following Scope of Work: Roofing Scope: The modified bitumen roof, and composition shingles will be replaced per State Auto Insurance scope of work. All roofing components will be installed to local code requirement using new materials. Only the roofing will be replaced, the ventilation will be left as is. Non -roof Items: No other trades will be completed Precision Homes is not completing any trades not explicitly listed in this contract. All supplemental funds released from State Auto Insurance to the policyholder will be released to Precision Homes. Precision Homes, LLCRoof ng Division shall commence the work to be performed within 15 days from the start date. The earliest build start date is for 3o days after the acceptance of this contract. This will allow for material deliveries and proper notification of all tenants. Time being of the essence of this contract. Acceptance of Proposal: The above terms and conditions and those contained on the reverse side are satisfactory and herby accepted. You are authorizing Preci- sion Homes. LLC Roofing Division to do the work as specified herein and any additional work requested. I HAVE READ AND AGREE TO THE NOTICE ON THE REVERSE SIDE DocuSigned by: A'..-' 8/24/2017 Owner or Authorized Agent 6� <A Date: Bob Nova E58C5747B3DD485 .. Print Name Precision Homes Authorized Agent Date: 2�{� *In accordance t6 of rado's Senate 13ill 38, the following in required by law to be printed on t is contract. 1) Precision Homes shall hold in trust any payment received from you until Precision Homes has delivered roofing materials at the site or has performed a majority of the roofing work on your property. 2) Precision Homes carries workers' compensation, automobile and commercial general liability (bodily injury and property dam- age) insurance. A Certificate of Insurance identifying our insurance carrier and the types and amounts of coverage and our insurance contact information shall be provided upon request. 3) You, the buyer, may cancel this contract at any time prior to midnight on the third business day after the date that you signed this contract unless services have already been provided and/or negotiations have begun. 4) Precision Homes or any other party is prohibited for stating or implying in any way to pay, waive or rebate the homeowner's insurance deductible in part or whole. (303) 993-6057 1900 Federal Blvd, Denver, CO 80204 PrecisionHomesofColorado.com DocuSign Envelope ID: D7BB7368-817D-4124-994C-4F924006F1 B6 Right of First Refusal Owner grants Precision Homes, LLC Roofing Division an exclusive right to perform work and repair on any final estimate generated by the insur- ance company(ies). Cash Bids All cash bids are valid for thirty (30) days due to quarterly fluctuations in material and or labor costs. Payment terms for "cash bid" jobs require (50%) due before materials are delivered; remaining balance shall be immediately due and payable upon completion of the specified work. Agent Owner acknowledges that Precision Homes, LLC Roofing Division is appointed as Owner's agent and representative in working on their behalf to assist in Owner's insurance claim negotiation. Owner agrees to cooperate with Precision Homes, LLC Roofing Division in this regard and shall share any and all documents or correspondence received to Owner's insurance claim with Precision Homes, LLC Roofing Division Owner ap- points Precision Homes, LLC Roofing Division and it's authorized representatives as it's attorney-in-fact to take any action necessary to effectu- ate the terms of this contract. Material Selection Owner is solely responsible for the material and color selection of all products utilized by Precision Homes•, LLC Roofing Division and agrees to insure that all selections shall meet or exceed any neighborhood, city, homeowners association, zoning, master lease, building code or any other requirements. Owner shall indemnify, defend and hold Precision Homes, LLC Roofing Division harmless from any action brought by any person, group or entity concerning the quality, type, color or other characteristic of the material selected by the owner. Acknowledgment of Work by Owner Owner acknowledges that Precision Homes, LLC Roofing Division shall not be responsible for minor inconveniences and damages resulting from Precision Homes, LLC Roofing Division work at the contract property in accordance with all generally accepted industry standards and practices generally associated with this type of work. Failure to Perform Owner acknowledges that Precision Homes, LLC Roofing Division will not be responsible for any failure to perform it's obligation due to labor controversies, strikes, acts of nature, material shortages, labor shortages, eminent domain actions, court or any other government agency or authori- ty declarations, or any other circumstances beyond the control of Precision Homes, LLC Roofing Division Additional Work Costs for the replacement or repair of any roofing system components (including, but not limited to decking, fascia, swamp coolers, solar panels, vents, exhaust, HVAC components, chimney or chimney flashing, step or headwall flashing, windows, etc.) or additional work not specifically stated in this contract are not included. In addition, any work or damage uncovered during the repair or replacement process that was unforeseen is not included in this contract. Such work will be billed separately as an extra and billed according to the fair market prices. Precision Homes, LLC Roofing Division agrees not to make any changes in the schedule of work, design, or of the specifications without written authorization by the Owner. Access Customer will provide required access to their property during daylight hours in order for Precision Homes, LLC Roofing Division to perform the work stated in this contract. Customer hereby agrees to pay a reasonable charge if access is either denied or unobtainable and arrangements have not been previously made. Limited Warranty Precision Homes, LLC Roofing Division shall provide a limited warranty against leaks on total roof installations performed by Precision Homes, LLC Roofing Division should such leaks result be a result of Precision Homes, LLC Roofing Division faulty installation. Such warranty does not extend to leaks or water damage below the roof line or any damage resulting from lightning, snow, excessive wind, ice or hail during the warranty. Owner hereby acknowledges that no other warranties, expressed or implied. Permits and Codes Precision Homes, LLC Roofing Division shall obtain all necessary building permits, and will comply with all building and code regulations and ordinances whether or not covered by the specifications and drawings for the work. Work Performance Precision Homes, LLC Roofing Division shall perform all specified work in substantial compliance with all generally accepted industry standards and agrees to keep the premises clean and orderly and will remove all debris. Accounts Accounts are past due if full payment is not received ten(10) days after work is substantially completed. In the event that the insurance company has issued payment to anyone in connection with repair or replacement of the property, then full payment for any work performed is due. If the customer then does not use Precision Hornes, LLC Roofing Division then a 20% charge is immediately due and payable by owner to Precision Homes, LLC Roofing Division The amount due is for time spent preparing, measuring, getting material, allocating resources by Precision Haines, LLC Roofing Division and the parties agree 20% is reasonable estimate of loss. Customer acknowledges that Customer shall be responsible for all costs of collection of any amounts due including, but not limited to, attorney's fees, expenses, costs and expert witness fees. All amounts past due for more than 30 days will accrue interest at the rate of twenty-one percent (21%) per annum. Dispute Resolution The parties agree that the provisions of the Colorado Construction Defect Action Reform Act, at C.R.S. 13-20-801, et. Seq. shall apply to any dis- pute arising from this contract. Cancellation If this contract is cancelled by the Customer after the third business day and prior to the commencement of work, Customer shall pay the Precision Homes, LLC Roofing Division (20%) of the contract price or as determined by the insurance loss sheet replacement cost value, for services. Preci- sion Hames, LLC Roofing Division agrees to accept (20%) as reasonable and just compensation for said cancellation. If this contract is cancelled by the Customer after commencement of work, customer will pay in addition for materials, labor and associated profit for work completed up to and including the date cancellation is received in writing by Precision Homes, LLC Roofing Division. Payment should be made to Precision Homes, LLC Roofing Division and delivered or mailed to the address listed on the front of this contract. This Contract shall be construed under the laws of the State of Colorado and may be modified or amended only by a written instrument executed by both the Owner and the Contractor (303) 993-6057 1900 Federal Blvd, Denver, CO 80204 �� PrecisionHomesofColorado.com 0 ti 14 Id ro o°° 0 0 W m w n b p p rt( m 0 E tna ro�� r 1 a �• a" m m b Fi m ti n w x m o H R� rt I" -h o m o s C yx tl o m ti w r n b w c t pl �' " A r a H w 4I C 7 51:11 R ~ M Q1 z Gx] m N ��''1 1 r �y m n O 0 o to m °d n r• O m o A rt, O o z M d h M M N m J V O H x N ea E rr x m m n m O C:) ° 0RR n ° r cr m n�A o M W b y 4 W n ID O 0 c x m ��+. a c m n 0 0 M A � m �a w n a r 7 `l m n n a w p W °� o k �� a r m ►� M A 7 p m ° w° m a m n A rt $ >1 y m e J rt p y � z a m P, N W r m �e pa d A d " m 0 0 0 ° o a a 0 h x [rJ m N M p :3. w ". rt 0z k E n y rt x m n R a a n � S O O m Z1 a M ym m r M m 00 x p " ( m m o O a.., " W (D H 0 o W M b M (Dm m a l V J po 0 �y H rt o ro ool s o MaaCD 44, rt rrt 0 0 m b m p m M 0 W 0^^"' 1l W o ria N m° tq ^�x^w 1 J o Y' ^ Q P. m rt V Q1 0 11 K M Fr rcr H. (D � w M m r O N ° PMp. rr a m „ N 07 m � N ma F- e®� m 0 i l i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 13 L -L Job Address: Z DS<f) k) �-i 4 Permit Number: oD Q) "� �� ! L( ❑ No one available for inspection: Time G/PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date d� I Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge MemoranAum TO: Accounting Department FROM: Melissa Mackey, Building Divisio SUBJECT: Refund for Permit DATE: December 8th, 2016 Reason: Permit #201601909 for 7980 W. 44th Ave. was originally applied for 2 new signs which didn't meet Zoning standards. They re-applied with face change on the signs only, which doesn't require a permit. Please refund- Contractors License$ (acct 01-510-00-513) 0% permit fee: $ (acot 0 1 -510-00-516) 80% plan review $130.96 (acct 01-550-05-551) 0 % use tax: $ (acct 01 -500-02-505) TO: Broomfield Sign Co., Inc, 7245 W 11 WhPl. Broomfield, CO 80020 111MR-1, City cal- :. Building & Inspection Services Division 7500 W, 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 « Fax: 303-237-8929 Inspection Line: 3013-2345933 Building fo� AO ..: ��n IIY�iN� �IiuW u 1w Am#, Dennis Dreeszen Address: 71421*1 Ilk/ 4 FOR OFFICE USE ONLY, rtt Plan Revie ft Sub Contractors: for . Electrical: L ghtni Mobile, Inc. Plu Mechanical: W.R. City Licen W.R. Cit # W.R. City License # Other Ci icened Sub: Other City Licensed Sub:. City Li se # City License # Project Address, 7980 M 44th A Wheat Ridge, i You are allowed I square foot q uI' ILII tl sheet and the submittal acka �4 All wall signs rpt to street r ajar interior rime. Stop W ensure length of wall(s) where you are attaching the sign. 1. �i t 4 1 iz Fsquare fe x t h m Wall 3 allowable s age- Squ feet � va� „ : 2■f #?2 . .: . �, .�.t.. � y v $ ?§ f Permit «wficat*?IF w.2:�,t+«>»■�f« � . a < � 2 0 ?¥wwyw«dx2:v.z . % !R e • f f w• II � r rCxt COMMERCIAL ROORESIDENTIAL ROOFINGFING I INS Iu I VI WINDOW VI �AN E 11 REPLACEMENT 4`fa " ♦ f rum- # 114°'V"IIM� IV • «°p `,« A .f «' f x f « « � « :f « +rare ti m II0� i`"ltd f EM 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORAD080033 D,4TE: MGi u 1, 2007 rD: Accouwti,w0 ACpaYtvu.Cwt The City ot H GWheat GRidge ~'°t oRP°o FROM: ftLAw Whi,tC, Ai.rector of comw,.uwltu neveLopwmwt SI.CgJ6CT: FIN/kL 65CR0W R6~I.CNA/R6LE.45E (PrAi.vi.agC) rzeCmbursev,tewt rec(uested for fbwa[ esr~VOw fuv0s beC~q h6c{ for: The LavOscape iwtprovevKewts have beew compLeted to the c~tU of wheat rzidge's sati,s facti,ow. RELE.45E TO: ~f0~ el~~evl+e, 'A• r 6oL4.eYl, GJ ~b403 .4DPT2.655: ftvti.ouwt to be -t sooo.oo (303) 234-5900 • ADMINISTRATION FAX: (303) 234•5924 •POLICE DEPARTMENT FAX: (303) 235-2949 ,4Law wtitte Ai,rCCtor o f Cowt.wt.uwi,tU Devel.oPwi.ewt 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Ridge DATE: 19 March 2007 TO: Accounting Department FROM: Director of Community Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: John P. Bauer/ 7980 W 44ih Ave. The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: John P. Bauer Address: 7980 W 44" Ave. Wheat Ridge, CO 80033 Amount to be refunded: $200.00 ~ dC~n.1 Alan White ` Directar of Community Development 0 O ~ ~ ~ ~ o p I'7 ;n p cL ag~; ~ ~ om y 0 Z z 0 " m 3 0 n m = r m %n ,Zmj ~Z 0 (D m m ~ n o.vm ~ a ~ m Q Nor~ O C~ D p <v< m (D z_ ~ ~ ~ " aR I ~-n m z ~ a -o o so ~ ~ 0 ~ ~ • p ~ - = z O ~ ;(1 ~ " v w ~ 0 ~1. z C/) ~ y (D . . N ~ . 0 O C . Cl) 0 fl- C . . ~ ~ . C) -I N 3 c0 s i a 3 Q' p ~O o n5: m n 111. CD CD f~Ti a p~, a ~ y~ m ~ ~ m . . OO ~ . .p ...0 0 `n fl-~~~ 3.V ~ ' o;~ ~ ~ ~ ~o0 n ~ a ~ a' .y ~W o ~os~~ Q p 3 ~ 3 ~ m ~ fD, ~ ~ M (D m 3 y s N C) , o cos D W O+r nm' CD ~ D -LD fD ~0 CL.N.~ O 7 fC ~ fD ~ .fD M (7 ~ Cn . ~ = ~ O ~ 0 Ut . -~p ~ ~ p Cp M w w X o, " (D ~ 'a~.~~ O. -0j~ N 3 .p ~ o'n s W.~ Q S W ~N rn Q . 0 Z CD am . y 7c CDna ~ . -tD Q a CD o. (D ~9) C ~ ~ t~ ..~fD N,cD k ~.f6 3 ~ . y N cn,OO . Z ~ . , O p o : ...~Q 'Yn; m ~ CD CD~ a m M' v (D o a.m~..-.. Date: 1_lal a-0 O -i : ; A Cer#ificate of Occupancy ! Completion ~ has been requested fore ~ ; i ~ AnnREss: Q O (A.)-~ Pi)RPOSE OF STI2UCTURE:~~p { ~ ~ Building Department Approval_ ~ Remarks: < 7 Zoning App.roval: vw~ ~ Remarks ; ~ ; Public WorkS Approyal_ -v,V > t Remarks: D~t~•,~E i.+2o,e.ov~r~s ss,F+z.,- DC co..~PcET~ aY ~ ~`f ~L 30~ ZOO~ f~ EScd-04J fKe2~7+~ -Eb /Z GYo. $ Fire MaTshall Approval: s (!f Applicable) , y , ~ Remarks: t s ; Sanitafion District Appro ~ (if Applicabis) ` ~ Remarks: : ~ Water District Approval : (I# Applicable) , ~ Remarks: . ~ ~ S) ^ W ~ 0 ~ C k ~ M M O e , W ~ CC>0 ~ ~ ~ > -o EC) LO C 2c . p ' a ~ o M ~ U') ; O N O U N = ~ D) ~ M 0 ~ o° w v C ~ W ~ ~ CL C v M co ~ Z ~ ~ 3 w T C ~ ~ ~ CL :3 V • 0 ~ ~ ~ 'C Q T y , O C - N a w R 'o a Q. _ M . IA L ~ w 7 p ` ~ d m c ~ .0 !0 E ~ O N 3 ~ cp Z ge O N ta C Q Cf -c- 4) r) ~i Y W 0 M ~ _ ~ m 3 _owl a m N 0 LU ~ U H ( ~ ~ V J Z ¢ H z ~ z ~ W a ~ u> > a Q a a 60 ~ z ~ a ; ~ F , V C z c a Z F i~ ~ 0 t J _ W O Z c ~ LL Z ¢ ~ LL ~ E ~ i ~ i i ~ i ~ ~ i ~ ~ i ; ~ ~ i L I , ~ c ~ O O W a ~ P ~ a p ~ ~ a "g, me p e Z e U i i i > ~ i i I i ~ 0 a ~l N \ ~a w S `0 a°i CD m r ~ i I , i ~ i ; i ~ ~ I i r ; ~ - 2y ~ . J . ~ ~ Q W V ~ 2 O W ti 2 ~ ° o D 4 O i-u » L . • c Z = LL m m w E m C ~ ~ J o~ z i ' ~ ~ ° ` LL I tLL O ~ LL a ~ O r Q V W W ~ Q W (1) W N 3 W Z U) ~ _ W V u. . O Z W V ~ Z a V D , no > ~ c ~ ~ ~ LM O V ~ CL CO) _ L 0 c ■o cc V 0 mi co w ~ O V N ~ a ` c ~ ~ v At ~ bv _ ~~:.v.:'.r..'...v.....M:,.s.v~..^.~.^.;.,-.vr.~.r.v...rvvr~•.,.:•.i:..:.~r..r~w~.•.:.w..v.n~.n..v^.~~~.nvs~.iw.i..w Date:\7 nj % ; A Certificate of OccuAancy l Completion < has been requested for; > ~ aDnRESS: •,•...i~ ! S ~ , y < . ~ ~ ~ ~J ; PURPOSE OF STRUCTURf: 0`rN~ ~'/S, r ; ~ - ti ; . l ~ > a ~ Building Department Approval: ~ i ~ Remarks: ~ZoningApp.roval• %~-Ci.~ ~Sc(Lc~ ~ ~z-~-S c~= IN`S~u~ 5 ~ Remarks AC Public Works Approyal: 6(4 rn r-'rKfE 1- I a"r IL. 'fe-w 12 GD ; l Remarks: ~e,til"fG sFire Marshali Approval•\~W \1 ~ ZZ IQ`,S0 O'v-\- 7 ~ (!f Appticable) ~ i Remarks:- S ti ; Sanitafion Disfrict Approval: S z ~ (af Applicable) s < S ~ Rsmarks: : ~ Water District Approval: ~ ; !if Applicable) Remarks: : ~ ~-n r ~ ~ - -o 0 ~ O ~ ~ ~ ~ n" O m.~7 O S~ a~0; ro a p z Z y ~ 3 ~p Co D "0 -I ~ m ~ (D W 'c~i a = p .Zm7 D ~ ~ Z ~i' flq . ~n . rn ~ 3 ~'t, C/) O O E 7 (Q ~ n. ~ n M ~ m~m o ' . . (p c)0 ~ m ~ ~t' ~ 0 ~ m.-o Ti `O ~ ' z z, ~ 171 0 "-°o..v3. A ~ ; wm~. ~q 1 C> G p ~ m ,-L O c ~ . fTl ` a:. a a ~ c4 (D ~ = (D 3 O. ~O. Q (l) ;rs C}Qf° n ~ r ' ~ , `4~ 0- ~p■ ~ Q O' ~ o'o-°n~ p2 S C°_mr y N Q ~ a ~ ~ Q m ~ T , ~ ~ ~ ¢ ~ ~I O ~ 4 . ro 0 Q' Z. 2 Q CA :O O 7 D ~3 ~ ~ o ~ 00 D m ~ ~ o c° ~ "m ~ m a a °~.~N M m Qs~ rn? v y-~~i A: d, m ITI (A m, m o " ~C 2 Q < ~q ~ -a: , Q ~ x ~ Z.. fD b o ia 47 p _ (h .t. ~ ~ ~ ~ --I ~ p ~ ~ ~ m wo ~o °o('r~n o Q m a: O~^ D Z v, z 0 (0,0 5 (A ~ (n o d~ ' o C O. e fD r = C Rl m ~ N Q V M 'IS Fl ~ m~~ m m y, o r~i~c.~ ~ C Qo CD m a p~ '~a ~ o c < _3 ~ m rn ~m o~'y O o m . . . 7c . : CD 00 . m O a C), ~ m o 43~i . ~ . . .N. ~ . Q < ~ City of Wheat Ridge Planning and Development Department )ar'G i'na P T ^"~e Escrow Agreement This agreement made this 22 day of e L , 20 d 6 by and between the City of Wheat Ridge and Jo6,1 inJ 4, v[ Ld G r( IeV4 j"+ ~J-& ~(contractor/developer/owner). Escrow in the amounf of d n e1{i o u S o h d d' 7/0' DOLLARS / 000 , 00 ) is being held until all landscaping improvements aze completed at, 798c1~ w yy-7-1 -4,/ < In the event that lan scaping required by Wheat Ridge Code of Laws, Section 26-502 and/ rP~aLS sh• on an approved landscape plan is not installed by °ty2no~7 ,(date) the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wlieat Ridge shall first give notice in writing to the contractor, devetoper or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the CiTy's right to withdraw the escrow.funds for this purpose shall be a letter &om the Planniug and Development Director, stating that the landscape improvements have not been completed or provided and that fhe compliance date of 4 PR4[- 30g zoo7 has expired. Approved and Agreed: (i4 ` • Contractor/Developer/Owner Signature Name Business :a0 '&f,jL, Date Citv of Wheat Ridse, Colorado By: -jSS i ~ l~[D✓- Title: f" ' c Date:1V 2V06 ; City of Wheat Ridge Planning and Development Department Landscape Escrow Agreement a--,- This agreement made this day of Wheat Ridge and 20 U 6 by and between the City of vl ILrq, lnl,.C',-.-C`) . Escrow in the amounf of /1~~1 /-------DOLLARS 9-p D,0-0) is being held until all landscaping improvements aze completed at, In the event that landsca1 ~'ng required by Wheat Ridge Code of Laws, Section 26-502 and/or as S ~k~fi an approved landscape plan is not installed by Q.gP --4- ,(date) the City of Wheat Ridge or its designee shali have e right to en er up on said property to conshuct and/or install such nnprovements or do other such work to accomplish that purpose as may be necessary, provided that the Ciry of Wheat Ridge shall fixst give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perforxn work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall ~ have the absolute right to withdraw the escrow funds to complete said landscape p3 improvements. The only precondition to the City's right to withdraw the escrow funds 03 for this purpose shall be,a letter from the Plamiing and Development Director, stating that ~ the landscape impro ~ ents have not been completed or provided and that the s1 compliance date of ~2064- has expired. / Approved and Agreed: Contractor/Develo ed0 er ~ Signature Print Name 7-1 6A) A.j& Business Address Z20.6_ Date Title Ci of Wheat Rid e Colorado Bv Tide: G-VL-~ Date: g6D & 2007 CITY OF WHEAT RIDGE ACCOUNTS PAYABLE PROCESSING DEADLINES INFO DUE TO PURCHASING OR ACCTS PAYABLE BY 5 PM *x*CHECK DATE January 9, 2007 January 12, 2007 January 26, 2007 January 31, 2007 February 12, 2007 February 15, 2007 February 23, 2007 February 28, 2007 March 12, 2007 March 15, 2007 March 27, 2007 March 30, 2007 Apri110, 2007 Apri113, 2007 Apri125, 2007 Apri130, 2007 May 10, 2007 May 15, 2007 May 25, 2007 May 31, 2007 June 12, 2007 June 15, 2007 June 26, 2007 June 29, 2007 July 10, 2007 July 13, 2007 July 26, 2007 July 31, 2007 August 10, 2007 August 15, 2007 August 28, 2007 August 31, 2007 September 11, 2007 September 14, 2007 September 25, 2007 September 28, 2007 October 10, 2007 October 15, 2007 October 26, 2007 October 31, 2007 November 9, 2007 November 15, 2007 November 27, 2007 November 30, 2007 December 11, 2007 December 14, 2007 December 26, 2007 December 31, 2007 ***ACCOUNTING POLICY: All checks are mailed the morning following the check date listed above. Please plan accordingly. In an effort to meet the payable deadlines, there are NO exceptions. For questions call: Alberta--ext 2821 or Linda Stengel--ext 2817 ' oF wHearq. ~ m City of Wheat Ridge °OLoRaV° Commercial Sign PERMIT - 070093 PERMIT NO: 070093 ISSUED: 02/06/2007 JOB ADDRESS: 7980 44TH AV EXPIRES: 08/05/2007 DESCRIPTION: new sign CONTACTS gc 303/464- 0644 John Dobie 02-1494 Broomfield Sign Co., Inc. owner 303/915- 6839 John Bauer - PARCEL INFO ZONE CODE: C-1 USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 8,995.00 FEES Permit Fee 217.50 Plan Review Fee 141.38 Total Valuation .00 Use Tax 161.91 TOTAL 520.79 Comments: Plans stamped by engineer to meet 100 mph 3 sec wind gust I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all oCher applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. 3/3/Q Signature of contractor/owner date 1. This pezmit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This pezmit shall espire 180 days from the issue date. Aequests £or an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building 0£ficial. 3. If this permit expires, a new permit may be acquired for a fee oE one-half the amount normally required, provided no changes have been or will be made in the original plans and speciEications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-£our (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval oE drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation the pr ' the building codes or any other ordinance, law, rule or regulation. All plan review is subje iela nspections Signature of ChieE date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF WHEqr pthai* Ol ' 0 O ~ U ~ ~ Po City of Wheat Ridge Building Permit Nu Community Development Department Date: o Ocq ~o oRPOO MINOR BUILDING PERMIT APPLICATION Proper[y Owner: John Bauer Property Address: 7980 W. 44" Ave. Wheat Ridge, CO 80033 Phone: (303) 915-6839 Contractor License No.: 021494 Company: Broomfield Sign Co., Inc. Phone: 303-464-0644 OWNERICONTRAC70R SIGNA7URE OF UNDERSTANDING AND AGREEMEN7 I Buildinq Depf. Va/uation Figure: $8995.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, mles or regulations of the City of V81U0:$ ' Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all POYlrilt FOC:$ conditions printed on this application and that I assume full responsibility for Plan ReViOW FOe:~ compliance with ihe Wheat Ridge Building Code (I.B.C) and all other applicable Wheai Ridge Ordinances, forwork under hi per . Plans subject to field inspection. US0 TaX: • TOt'dl:@ .p DATE (OWNER)(CONTRACTOR)'SIGN Use of Space (description): Description of work: Installation of a new free standing monument sign. Please see all attached drawings and details. sy. Ft. a#fta ~ 3 . :7K COMMENTS: C~ 1 Approval: Zoning: GCOMMENTS i : UJ Approval: DEPARTMENT USE ONLY Sq.Ft.: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No:$A-qjp_`5`112- Plumbing License No: Mechanical License No: Company: (,pfQ. IF.leGit'i C- Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and tothe Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not ezceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (t) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a dreinage problem. (5) Contractor shall notiTy the Building Inspector twenty-four (24) hours in ad:~%We for all inspections and shall receive written approval on inspection card before proceeding with successive pha'saiof the job. (6) The issuance of a permii or the approval of drawings and specifcatians shall noi be construed to be a permit for, nor ar approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official 1=1/2in flat reWiners. T= Construction Details: Aluminum Type II Extruded 24in wide-fab Construction with 6in radius corners Painted in Matthews Acrylic Polyurethane Satin to Reflex Blue Lexan (polycarbonate) faces, 3M graphics to PMS colors Eight vertical Hi-Output lamps with France ballast(s) to suit Single Sch. 40 - 6" (6.5" outer diameter) steel pole with top and bottom saddles Disconnect switch included on cabinet Metal skirt below cabinet as temporary spacer for future reader boards Mounted to existing base with steel pipe pre-installed (min. 8ft exposed) (will be shortened to fit during sign installation) Dedicated 20amp circuit to be brought into base by client Built to U.L. Standards and labelled accordingly LOOP;scsi g n s Final Design #1 • 013107 • John Dobie (303) 464-0644 • Fax (303) 464-0608 This artwork is Copyright (c) 2006 Broomfield Sign Company, Inc. Use ot this artwork by any party other [han Broomfieltl Sign Company, Inc. for any puryase whatever is pmhihfted wilhoul a signed release from Broomfieltl Sign Company, Inc. Construction Details: Aluminum Type II Extruded 24in wide-fab Construction with 6in radius corners Painted in Matthews Acrylic Polyurethane Satin to Reflex Blue Lexan (polycarbonate) faces, 3M graphics to PMS colors Eight vertical Hi-Output lamps with France ballast(s) to suit Single Sch. 40 - 6" (6.5" outer diameter) steel pole with top and bottom saddles Disconnect switch included on cabinet Metal skirt below cabinet as temporary spacer for future reader boards Mounted to existing base with steel pipe pre-installed (min. 8ft exposed) (will be shortened to fit during sign installation) Dedicated 20amp circuit to be brought into base by client Built to U.L. Standards and labelled accordingly low~ Vomscsi g n s Final Design #1 • 013107 • John Dobie (303) 464-0644 • Fax (303) 464-0608 This artwork is Copyright (c) 2006 Broomfield Sign Company, Inc. Use of this artwork by any party other than Broomfield Sign Company, Inc. for any purpose whatever is prohibitetl wdhout a signed release from Broomfield Sign Company, Inc. ~ wilmillin p$6.~76 b 44Q.40 2C1a6 R C7858 1a6 R C7858 Filadtorremrdihe piPfo1J2066 OZ:51103?H g PPtiO~sS eecapHF7 fl4,_ JB#fersan caunYY> coCara@o FYF£Pl16fS1YYLfX11FHYI • a'a . . . _~2.~.~~ .TXYg@E3D~ ~fa3e cn thSa day af ?3 2Wb • U.t~sm Kh"CCBi MA TZ9'F'Sa LIABUZN wfiose Icvai aatlreEC 2a : 31^ST AN.~R84'SLai48 LOVYSVILL6 C~hG6ri . of tF.e Crencarts>, zffm ,UASz. 1:M .aosc 1e,el addrzas 4e t YW13W.84TSPf~4 a~~A~tS - Bantts ar tbe er~nxee~v)~ ' 1YlTh'E63, Th¢t the U+`tstoele), fer +rd in coruidsrat5m of tne sUt of ( 540d~OW.OU } n,^* Putis 3Suraroll Thwvsamt wt1 Wl1W'a"" RULLAH8 rh- recctpc arm su+'fTctewy of whfun fu hersiry askncrsalrn)pad, Iw Er+ntW, 6eryni`.ed. aots wW tqwt}n5, :sN Uq men~ pr~ents doce grant, bergetn, selt, eomey and emeffrn unea tFw flran<ac[=>, his heirs m.d aziyrta serever, att c6e rcct prcperxy, topetlver uirh taprwcne.wes~ 5i seyi stha:a, lyirQ and being m ttw eeunty of S N entl SkMe aF C6teretle, Eeecrtbed 68 fotICNP: R4L147A.3d¢VQRSVA43VtSiOk..ACCOtchM 'NSHE YL,AT3'HEREOF&ELCtl12B8BAECRH8Eg.31,1ABS atso enohm az stteek nueEer 1 7980 WWT441H AvPh'M n7IBqTRIPGE, CO eao13 7'Gttlk'ClLR uith etl csid si.2.Far wA bsrcefitsmwrtb apd spWriMaMe+t tparate MlergSetq, ar Sn erryuiae appart.fnim xnd rnc reverslo,l anS revareianc, remetnder sN rcmciralcrx, rents, isuc: s-d prof:ts tfienwf; sr,d atl she esYace, riehe cStia intaMax, cloim aid damn8 uhatsnEVer of Me Gran4erfai, c5lM1ee Sn lmi ar u43tLY, af. in ae.d ¢o Chc adaw 6xeaein'ta' prayiva, ujih the herm`itmxhm and eppurcene.cea; 9bjHRVBAKF'fO$Qf.O tEw %xid prwn5sas hn~ cer9siroi end dttctiBdt ut'ch Sy~rYeeStrnces~ ze4a fi5e Gfen4etLnY, nts ne{ft aM ase5pre taravar_ The arantor(a), for htoxslf, Ais he5rs syl persmat repreeartersves~ eoee: coverane, Wane, bnrymin, ~ ay+-se Yo ~ ufxF she Grm+t*x(a), h!s heira end aeafgm, that ot S6c z:m ef xhe c.matirp ard d:t5wry of [hese gvcmt:, he fs xell selzel ef skt preo-{ees eDave eanveyed, hae geod, eure, gurPoct, oqcqtuCa -tnd 3ndafQeatble aotetc of irharitens, in tas, er. ?c¢ siupfc, vri Fas eood rSqht, fu[[ pawY antl [auWt eviMar!ty tn eKmt, MrgeEn, call cnd ttmey xh= tea% in aarver ~nd fa.c . efaretaitl, tnid aret int ame are free An9 ctesr 4mre ett fercxer s*Kt exher srsnte, ueryeizv, ea;ec, flsrm, teKas, aaaaanmusts, mcoaArknigii:. 3r-t r°.Nieztmm of L9,axxver ku,d er hotse mevn.-, the arxnmrfs) shat: x+ki kit! W1RF:2NT AN6 ROREYER ¢EPEAro the atlevr t~r.~trte9prnefaes fn hne qutet an1 peeeesBte pcaetae4w M The Grsnteus(s2, hia heir2 ar.9 sssigns, agairot cly eM avsry puraon Pt p&l'FIXW lAkF4! lY CEnST~rp :h¢ khPl6 ye d~y pmvt cLereof. Sl~t s5n9uFbr mrtd~eC aNati 1netWa tAa ptueu(, uid tha plur:{ ;ho a5eauiar, and ih= usa of arcy e:M+et shu[e h¢ a(piicahie zo a({ gcvdeic. TNWiTlN833WxWttP4F xhe Grmieue(s) has execu4ed tnis deed on tAe deit sct ftrch e6ove. 4i . u;a~t €✓y rsammsamr. 6~ea 0.:.tl&,~D~ rhe 4orugo-3ng icwtnment xzs ac61mki9dgW t~ef~ 4Y hiYia~iHI~SCS3tlLF~.4tv4`352P&EYI+iLr"N5C6l~LS A 1 iARll1'!'ti COF4'ANf !1R_ai, V,"' ~ ~ L*~L'FY ~P • ~s ~s na. rt~§c€uss.~ Po! M {hfe tlRY 4} c`3 ~ ~ ~ ~ ~ 0~q F+ ~ 1 ' F ~ee Eccrrnd A4FOUGUa75 Idnan ReccMed Rst+lm io; KQnBK, LiE e4eLe? tt+5g?:43 19513 U. 54iH PtACE. GGl4EN, tt180403 Gar Wash Square Ftlefage GaIcu[a5Qt5 KEO564 LLC: 7980 VVesY 44fh Avenue SeJf Serve Bays L8n9#h 48 Feet Wit7Uh 26 Feet subfcs[aE#'i 1248 Sqtta;e Feet 6frtomafFC Bays 6 Equlprnent Room Ler.gth 49.333 Feet iMidth 40.666 Feet Sub!ata6 #2 200E.778 5quare Feet SqLam Foot3ge ?"6fals SubtDfa!#1 124$ Square Feet Subtotak #2 2006.176 Square Feet T^T&L 3254.18 Sc{uareFeet j Enclosure #6 ~ ~ N€sEe: D€mers€ons feom plart viewr ern Shee€ A:.1 - Enclosure #2 Frea SiiWing Sign CalcualtiaPs Suiiding Square Fontage ( -i 601 Per Gity Sign Gaic WS) { !5D Per City Sign Cafc V+ls; ( -r35 Per Ciby Sign Calc WS) Allwixa°4ablG' wlgn F21Ge $qld3C~ FoCmtage I 3254.1758 SqUare Fi~ef -9561 Square Feet 4P58.1758 50 35.453546 35 7CJ.00$5 i $ 70.0~`Z$ 9, i. . freestand6na~ $Wn CaBcui ; EnclOsure #2a You enus±comp[ete fhis sheeB andi any neav greestanding sigsss. Yau~___- and a detaiF sheet af the slgnaye. 7980 West 40 Ave. Goniractor: Broomfie3d 5`sgn Cmmpanv 1'pLa are aticstved I sreestanding sign for every street aight-zsF-way ac8jacert to yoesr pe~operni. The afEaenrabEe sign 4izs is refatnd to buiiding size. Stap 'i. Determirie the sqesare foatage af tlae builda`ng: 8uif8ing size (in square fee4): 3254.18 ~auare F€et. (Tttis wilE be inset ieei it7 tilie foarriuia bL~ow~) Step 2: Conipiete the approp(afe ailawabfe signage fomula: !t the buildsno 8s 0 - ia660 square feet in size, you are aIlowred a3s squase toot segtt. 6F4rte k>uiEdit7v ?s 1,601 - 5,000 square Feet in size, ccsmpiete tfie faltcavming: -9,501 5c)- ' K5- 0~ -6- 35 ~ Ac~. d`9a BuiEdiny size Af[owed sign size li ihe buiidirig is 5,001 -60,0Q0 square feet in s€ze, comp[ete ttie foliovving: ~ - 5,0C~1 500 100m ~ Buifding ssa~ f€ the buifding is 50,044 + square feet in s6ze, complete the fol[owing: - 50,40i 1,001) + i go Bu€fdEnet size AEEmed sign size i he "aE[owed sigrt size" may be placed on each side of the freestanding sign. I rab!€?2t nr #aGe, CESpitin€ked an bacFC The sirn r5uct reteet a setbackfrotn tht, strest right-oF way. Ei ihe siqrs is iess ihan 7$ee# an height, the sign must be se#back 5 6eet. ifi the sign is between 7 feet and 15 feet the sign rnust be seitack 10 #eet. For mcsst fseestanding signs, the maXimum height is 95 feet. Far prtspeities within Va mile of the inYerstatie, freestanciing signs may oe 5E4 Yeet ia31. These signs must be sethacK at [east 34 feet from the street right-of=Nay. Stop 3: Detemzine the height af the new sign: Th.- new proposec,i freesfancing s`sgr wil: be 9' _9" 4Encludlna Sian Base1 fee4 faEf. S~op 4: ueierrrrrtine °tFle se%back Frotn the sii`eet riga`ti-oi-w8y: The new proposed sign wi[f be setback'1Q feet frqm the s#ree# right-af-wa;+. 4ssurrting 7'-6" ROlN from Lack of sideiva[k (Per David Srossrnan, P.L.S. tin Ntsvamber 20, 2007). AiE freestanding sigrs must acihere to the saghE d€stance triany€e requirements aw iisEed in Section 26-603 a# the Gode o* Laws. Yau mus4 inciu ie a sife plan whiah detai[s the [vea.i?vn oi the frees#anding mgn, buiIding and drive areas. Show a[l new and existing signage {irtclude the square faotage and heighf af all existing signs}. PIeas6 inalude a de#afl af the prcpoaed sign, incfucling the overall square fo€stage a¢?cf height, as well as any eEectrest ar.d strueturaf deLaits whieh may Ge pertinen#. City of Wheat Ridge Building Permit Submittal List The following items are required for the minor building permit submittal for the property located at 7980 w. 40 nve.. If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: ~ One (1) site plan Contents of plans detailed in the minor permits handout ~ One (1) Elevations/details page DOCUMENTATION: [g~ One (1) completed building permit application One (1) property deed ~ One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 291h Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspectionline-303.234.5933 www.ci.wheatridqe.co.us tolors used: Spot Black ■ Reflex Blue ■ FMS al Is psdls 375 ~ I I , F , IQ 8.5' x 6' i.. 46OT PERMZT NO: 060856 ISSUED: :.-09/20/200.6 JOB ADDRESS: 7980 44TH AV EXPIRES: . DESCRIPTION: 3,162 Sq. ft. Car Wash CONTACTS D- ~ owner 303/915-6839 Keo LL sub 303/794-2496 01-8614 Michael T'sPlumbing & Heatir sub 720/887-3877 Wayne Nemitz _ 06-0164 Core Electric, Inc..~. sub 303/275-6968 Craig Anderson 06-0163 A'J7FAeating!& A/C Inc. PARCEL INFO ZONE CODE: C-1 USE: UA SUBDIVISION: UA BLOCK/LOT#c0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 400~,000.00 FEES Engin. Review Fee 600.00 Grade/Fill Permit -124.50 Permit Fee 3,475.95 Plan Review Fee 2,259.37 ~a 15 Total Valuation •04 Use Tax 7;200.00 TOTAL 13,659.82 Comments: Reviewed by: CR, MR & DFB See "PermitNotes" on 2nd page. Subject to field inspecti`--' ° - - i hereby certify that the setback distances proposed by this permit applicatior ordinances, rules or regulations of the City o£ Wheat Ridge or cwenants, easen- . measurements shown, and allegations made are accurate; that I have read and agi application and that I assume fu11 responsibility for compliance with the Wneat ge Ordinances, for work under this pe it. Plans subject t< R i-d applica h t T RID CITY 3F 1H p ~ / ~ G~%~~A ~IGOI'OG 03J18/96 2 PP ed6 I Signature of conCractor/owner date, Keosk, LLC i. This permit was issued in accoraance with tne provisions set forth in your ; h t kEGEIGT NO:CO2~C31S AMDUHT ea . State of Colorado and to the Zoning Re9ulations and Building Codes of W Bf+SP 3 162 Sq. ft. CdT Ida 13 659 82 orainances ot the city. 810886 . , 2. This permit shall espireif (A) the work authorized is not commenced within < Engin. Reviea Fee 608 96 building authorized is suspended or abandoned for a period of 180 aays. , ' GrddP/Flll PBTBIlt . 124 50 . 3. If this pennit expirea, a new permit may be acguired £or a fee of one-half r ns ifi ti d peTmlt FBB . 3 475.95 , ca o spec changes have been or will be made in the original plans an nmen ' b d si p1d0 fteV18IP PBB , 2 253.37 on or a an o exceeded one (1) year. If changes have been or if suspen UsP T8X , 208 80 7 be paid for a new permit. . , n. No worx of any manner sha11 be done that wi11 change the natural E1ow oE wa d pflYI9EHT kEGEIVED pM0l1NT 5. Contractor shall noti£y the Huilding Inspector twenty-four (24) hours in a CK 0093 13 65`~ 82 written apprwal on inspection card before proceeding with successive phase T~TNL , . 13 653 92 6. The issuance of a permit or the apprwal of drawings and specifications sha . , . an approval of, any violation of the provisions of the building codes or ac - . All plan xevi issub' eld inspections. 1 Giana Bui ' . fical date , INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFI( REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPEC" PUILDINGPERMIT For inspection #his permit must be posted on the si#e and visible firom #he street. TERMS AND CONDiTIONS As applicant for a building permit in the City of Wheat Ridge, ! do hereby agree to Yhe terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The ~teSi~l9t..6 1 required landscaping and. related site improvements. Inspecfrons are pe ~ ed by the Planning and Zoning Division. 2) The c,orr~pletj~"~~ "te drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicabie. For all residential. and nonresidentiai projects with an approved finat drainage report and p1an, a letter of certification is required from the civil engineer of record. inspections are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4} The completion and approval of a Certificate of Occupancy Application form and final inspec'tions. Inspections are performed by the Building Division. Aii the above items must be completed and approved by Planning and Zoning, 8uilding and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Ceriificate of Occupancy nor permission for occupancy. Occupancy of the structure is root permitted until the Certificate of Occupancy is issued. (Unifarm 8uilding Code, Section 109) The City is not responsible for any real estate cl,osings or other agreements conceming the property which may be affected by failure to completa the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. I have received a copyof the application for Certificate of Occupancy. Name (please print) Signature: 09/20/06 10:14:98 bp]O1-ls PERMIT INFORMATION: Permitp: 060B86 Permit Cd: Commerical NEW Permit Dt: 09/20/2006 Expires: 03/19/2007 LAND PARCEL INFORMATION: Zone Cd: Commercial Funct Use: Unassigned Subdivision: Unassigned Cont Type: Unassigned Legal: JOH DESCRIPTION: 3,162 Sq. ft. Car Wash FEES QTY DiIE Engin. Review Fee .00 600. 00 Grade/Fi11 Permit .00 124. 50 Permit Fee 400,000 .00 3,475. 95 Plan Review Fee 900,000 .00 2,259. 39 Total Valuation 400,000 .00 . 00 Use Tas 400,000 .00 9,200. 00 13.659.82 City of Wheat Ridge PERMIT INFORMATION - 060886 Page 1 kshutto Address: 7980 44TN AV Parcel Cd: 39-233-02-009 Documents frnm the mane facturer shall e owNRR: onsite for final roof irupection which specify Aaa=ess: roo,rutg materials have been installed to meet c'ryis`iZ'P: 110 A1PH tbree-second wind gust--7BC DU: 1 Last Zone D[: Avnex DL Lot: PAID: ao 00 00 oa 00 00 0.00 Hlock No: 0 Ci4v ofi Wheac F^f u c ENERGY CODE 801LERSlFU~ ""^Ca,:MiNiMUMOF30%AFUE GAS WATER HE?`. i::K:> h I'dINIMUM OF.60 ENERGY FACTOR ELECTfdIC WATER HEATERS A MINIMUM 0F.83 ENERGY FACYOR SETBQCK TWERMOSTAT REQUIRED (EXCEPT HYDROfdIC HEAY) R-21 lNALLS - R38 CEILINGS • R-19 CRAWLSPACES CONTACTS: owner Keosk LLC 3039156839 ' sub CLB Michael T's Plumbing & Heating 6692 So. Peatl Littleton, CO sub CLA Coie Electsic, Inc. Wayn¢ Nemitz Unit 8 Louisville, CO 80027 sub CL9 ATF Heating & A/C Inc. Craig Anderson 6429 W. Sth P1. Lakewood, Please Note: Owner / conhacWr is responsible for locating property lines end eoasWcting improvements according to the approved plan and required development standards. Tiw Cily is pot tesponsible for inaccurate infortnation wbmitted witdit► the plan set and any construction ctrors resuiting from inaccuratc information. 00121 3037942496 7208873877 CO 80226 3032758968 PERMIT NOTES: 09/20/06 CREATED FROM APPL# 06-0123 ~-09/18/06 The architect brought in the rewrded access agreemen[ and the phoCOmetric plan. Pecmit can be issued. Y 09116106 DPH: OK. Seea[tached sheets P 09/14/06 K5: Recv'd Drainage repot[s £or DFB. (3rd submi[tal) 09/06/06 XS: Recv'd revised pho[ometric plan & cross access agreement. Given to MR. Revised Drainage zp[ & tevised plans to be given to DFB. 08/28/06 KS: Spoke w/ contracCOr/owner... wi11 be sending someone to pick up PW corrections. MR said she should have Einis [oday. They are going to have changes. ' 08/28/06 KS: Paul picked up PW plan set & notes, and F.D. notes. Faxed MR commen[s to Paul. 8/28/06 08/28/06 Memo written about changes - photome[ric plan needs work. Given to Aristy ,k-08/14/06 croot- subject to field inspection. City wi11 do rebar inspections and will inspect bond beams. wa[er and gas lines need to be inspected by city.gave back to kris[y 08/10/06 XS: Given to MR, CR & DFB £or review. Ca11ed DS (WRFD) to Pick-up set of plans for review. INSPECTION INFORMATION: . ~O~WHEq~RO . DEPARTMENT OF PUBLIC WORKS ~ m COMMERCIAUMULTI-FAMILY BUILDING PERMIT APPLICATION REVIEW c~LORP~~ Date: 4l8/0L Location: -/g80 GIJ • L /~Yi~tiUE ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a C14'2 4t'111-5y to be lceated at the above referenceA address. Please note the summary comments below. 1. ✓ Property Boundary Closure: ✓OK _ Not OK; refer to stipula[ions. 2. ✓ Drainage: a. Final Drainage Report and Plan reqwred _ b. Drainage Plan & Certification I,ei[er required c. I.ot drainage/grading is to be reviewed by [he Building Division d. Site drainage/grading has been reviewed and aze: ✓OK _ Not OK; refer to stipulations 3. NPDES Pernvt Required: _ Yes 4. ✓ Public Improvements to be comnleted: a. street pavingJpatching: ✓ Yes b. curb & gutter: ✓Yes c. sidewalk: ✓ Yes d. standazd street lights: Yes e. pedestrian lights: Yes f. storm sewer; Yes g. letter of credit required: Yes If a letter of credit is required, for what improvements? ` No No No No ✓No ✓No ✓No -tc~--No Amount of the letter of credit: $ A✓/If 5. ✓ SIA/PIA required: Yes No 6. ✓ Development Covenant required: _ Yes v No If Yes, for 7. L~-- Traffic impac[ analysis and report required: Yes -1~-No 8. ✓ State Highway Access Permit needed: Yes --tZ No 9. y/ Stree[ Access Permit required: Yes ✓No If yes, was it approved by the D'uector of Public Works? Yes r-No 10. standazds of the City: Dces all exisdng roadway/alley R.O.W. m ✓Yes _ No If not, what is requested: Aas the dedication been received? _ Yes ~ No 11. 1/ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulaaons. Signature David F. Brossman, P.L.S. Date 12. ~14 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated. Signature David F. Brossman, P.L.S. 13. ✓ Stipulationsattached: _ Yes ✓ No Date 14. NOTE: My damage to the existing Public Improvements as a result of this conswction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter is required prior to the issuance of the C. O. City of Wheat Ridge Building Permit Submittal List The following items are required for the commercial or multi-family building permit submittal for the property located at 7G(00 WI~Ve-' If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. If you had a pre-application meeting with Staff, you must submit the checklist you received. Otherwise, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: El Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: [g/ Four (4) full-sized (24" x 36") plans Contents of plans detailed in the Commercia! & Multi-family handout Eg-11, Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan 2~ Two (2) copies of a grading and erosion control plan NA---$- TOw~o (2) copies of a traffic impact study PYdVi ~p yeIll G~,~sj7 ~o r1r4 ci vl IY7c, Two (2) copies of a trip generation study J DOCUMENTATION: Eg-*" One (1) completed building permit application One (1) property deed - C-{- 'j+Le. 6yy„ P,,rj„~~ eVj+_`1 / ~ One (1) certified survey or improvement location certificate '9~r 0/ Proof of utility availability (form provided by Ciry) F-::Mor P4" One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29"' Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division -303.235.2846 lid - Rausra I Des;ra cr«w, r_c. September 15, 2006 Mr. David F. Brossman, P.L.S. Development Review Engineer Department of Public Works 7500 West 29~' Avenue Wheat Ridge, CO 80033 Project: Keosk Car Wash, 7980 West 44~' Avenue, Wheat Ridge Re: Supplemental information to aid in your review of the project Deaz Mr. Brossman, The following items aze being provided to you to supplement the materials and re- submittals from Jones Engineering. Drainage comment number 6 and Civil Construcrion comment number 1 from your original review letter dated August 21, 2006: I am providing to you a copy of the Landscape Plan sheet LS 1(which is included in the set of construction documents) that indicates the materials in and azound the detention facility. The material within the detention facility is "rock mulch". The material immediately adjacent to the pond is also "rock mulch" with shrubs. Please note that the configurarion of the detention facility shown on the landscape plan does not match exactly the actual configuration of the detention facility as designed and submitted. Tlris landscape plan has been approved by Meredith Reckert. Civii Construction comment number 7: I am providing to you a copy of the cross access easement agreement which is on record with Jefferson County, a copy of which has also been provided to Meredith Reckert. Item number 6 on page 3 of the agreement cleazly gives permission to the owner of this lot to construct the curb cut. In fact, it demands that the owner of this lot construct the curb cut. Hopefully ttris satisfies your request for written authorization for the conshvction of the curb cut and driveway. 10955 Westmoor Drive, Suite 400, Westminsier, Colorado 80021 Phone: 303474-5157 Fax: 303-496-6480 E-Mail: paul@battistadesign.net Thank you for your time and consideration. Sincerely, Paul Battista Battista Design Group. P.C. Cc John Bauer Jim Jones 10955 Westmoor Drive, Suite 400, Westminster, Colondo 50021 Phone: 303-474-5157 Fax: 303-496-6480 E-Mail: paul@battistadesignnet a+ ~ W iP tP 4~ ~ 0~ Cp r' r+ ~ ~ I ~ ~ ~ -1(1-i "tS ~ o r ~ o ~ -p ~ 1 ~ D zz ~ z ~o u~ , , ~ { ~ (F ~ ~ " I ~ g ~ ~ ~ ~ ~ ~ II ~ ~ ~ ~ ~*tn v~-~ wur tu x _ cu -t ~ ~ ~ ~ - O ct~ < r ~ ~17t ~ ~ ~ ~ I ~ Z • r . _ ~ . • D. t~ -rn _ _ _ _ _ ~ . ~u~ . II - r ~ : u. ~ ~ R c, II ~ ~ ~ o i e i ( 1 11 z m S01716 W 237,Q0 I 1 : ~ . C ( ~ Ai - h. _ _ _ - _ - - - . - - > - - , , ~ , : , , , , . W: . : . , , ~ . ~ _ ~ ~ ~ ~ ~ - ~ ,.w `z~ " - ~ ~ • - ~ ~ I ~i ` ° tz r ~ :d ~ - ; . ~ y ~ _ ~X ~ , ~ ~ ~ . ~ ; ~ ~ -i Z t- +ktl~ ~ - - ~ i. ~ I ~ ~i _ I b x °^~c r ~ ~i' ~ • ~ ~ sn ~ I ~ y o ~ zo-~ - ( ~ Z ow - ~P ~ ~ " ~ ' ~ ~ ~ II ~ ` N' ~ 1 < ~ ~ ~ n • _ ~ . . 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PLOT SC ~ DEPARTMENT OF PUBIIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 September 18, 2006 Mr. James T. Jones, P.E. & P.L.S. Jones Engineering Assoc.,Inc. 2329 West Main Street, Suite 105 Littleton, Colorado 80120 Re: Third Review Comments of the Final Drainage Report and the Final Grading and Erosion Control Plan for the Keosk Caz Wash located at 7980 West 44~' Avenue, Wheat Ridge, CO 80033. Dear Mr. Jones, I have completed the third review of the above referenced documents received on September 15, 2006 and this letter is to inform you that the Final Drainage Report and Civil Construcrion Plans for the above referenced development have been reviewed and are hereby approved for construcrion. Please be aware of the following items regarding the construction of the project: 1. Grading and Erosion Control The erosion conh-ol for the project shall be placed in conformance with the Erosion Control Plan as approved by the City of Wheat Ridge prior to the commencement of any grading acriviries, and maintained as needed during the course of conslrucrion. Please be advised that addirional erosion conhol measures may be required if deemed necessary by the City Inspector. 2. Drainage Certification Required Prior to C.O. Upon completion of the grading and any site drainage facilities, the Engineer-of-Record Mr. James T. Jones, P.E. & P.L.S., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certificarion Letter stating that the grading and drainage faciliries were completed per the approved civil construction documents, and that the site has been accurately surveyed to confirm that the site grading and the construction of all drainage facilities was completed and shall function in accordance with these documents. Per Secfion 26-412-H of the Municipal Code of Laws, the Drainage Certificarion Letter shall be submitted along with a copy of As-Built Plans for the site prior to issuance of the Certificate of Occupancy. 3. Public Improvement Restoration/Debris Tracldng It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements along 44`h Avenue as a result of related construction fraffic in the area. Also, the contractor will be responsible for maintaining 44~' Avenue on a regular basis such that it remains free of construction debris and iracking from construction traffic accessing the site. 4. Construction witlun the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compacrion and other related material tests for any improvements to be conshucted within the public Right-of-Way. (SEE ATTACHED MATERIAI. SAMPLING & TESTING REQUIREMENTS) 5. Right-of-Way Construction Permit(s)/Licensing Prior to construction of any improvements lying within the public right-of-way, the necessary Right-of- Way Construc$on Pexxnit(s) and respecrive licensing will need to be submitted for processing by the City. Right-of-Way Construcrion Pernuts are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, and easement or ROW dedicafions. A detailed descriprion of the work to be completed within the Right- of-Way and a Traffic Control Plan shall be submitted for review and approval prior to the issuance of the ROW Construcfion Permit(s). 6. 2-Year Warranty Period for Public Improvements Per the City of Wheat Ridge Pernut Tesring and Inspecrion Requirements, the Contractor shall warrant all work performed within the public right-of-way for a period of two (2) years, commencing upon wmplerion of all public improvements and final acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Conhactor shall complete such repair work upon request per the City of Wheat Ridge Pcmrit Tesring and Inspection Requirements. 7. Application for Minor Grading/Fill Permit Prior to the commencement of any onsite grading, an Applicafion for Minor Grading/Landfill Pernut, along with the fees due will need to be submitted for review and approval. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer XC: Steve Nguyen, Division Manager Travis Crane, Planner Russ Higgins, Field Services Supervisor File Keosk Caz Wash (7980 W44th Ave) - approval]tr.doc CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be perforxned by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specificarions, standards or policies sha11 be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUII2EMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Deparhnent of Public Warks inspector prior to in-place density tesring. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become auailable. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Deparhnent of Transportation Standard Specifications for Road and Bridge Construction. Keosk Caz Wuh (7980 W44[L Ave) - approvalltr.doc Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remazks Soil Survey (Classificarion), 1 per 500 feet of roadway, Surveys for roadway and irench AASHTO M145 Sidewalk or pipe trench may be combined Moishue-Density Curve, 1 per on-site soil type AASATO method detemrined AASHTO T99 1 per import material source By soil or materials type Embanlanent in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedures loose lift classification, Secrion 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil densiTy, Colorado Frocedures Classificarion, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classificarion, Secrion 203.07 Pipe irench in-place density, 1 per 200 feet of trench per 18 inch Minimum density per soil Colorado Procedures vertical interval Classification, Secfion 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradafion Approved mix design, binder PG 64-22 Hot Bituminous Pavement in place 1 per 100 tons 92-96% of maximum density, T209 density, Colo. Procedures Concrete compressive sfrength 1 set per 50 cubic yazds PCC pavement, shuctural AASHTO Procedures Concrete, sidewalks and curbing Cair content and slump 1 per 25 cubic yards PCC pavement, structural AAO Procedures Concrete, sidewalks and curbing KeoskCar Wash (7980 W44thAve)-approval.ltr.doc ~ Gty of Wheat PJdge Deparoxien[ of Publk Works AUp,USt ZI, 2006 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Mr. James T. Jones, P.E. & P.L.S. Jones Engineering Assoc., Inc. 2329 West Main Street, Suite 105 Littleton, Colorado 80120 Re: First Review Comments of the Final Drainage Report and the Final Grading and Erosion Control Plan for the Keosk Car Wash located at 7980 West 44'" Avenue, Wheat Ridge, CO 80033. Dear Mr. Jones, I have completed the first review of the above referenced documents received on August 10, 2006 and have the following comments: DRAINAGE Final Drainage Report (Discussion) 1. Under the Site Description, provide approximate grades with a descriprion of the flow direcrion(s). 2. Under the Proposed Project Description, elaborate as to what is proposed to be constructed (i.e, dimensions of the siructure, the type of facilifies, etc.). 3. Under the Historic Drainage System, provide the following: a. Describe the 3 on-sife basins, including the areas, Qs & Qioo for the design points. b. Include a discussion of any offsite basin(s) which contribute to the site. c. Describe the effect of historic flows upon adjacent properties. 4. Under the Proposed Drainage System, provide the following: a. The azea of the basins. b. The effect of the developed flows upon adjacent properties. c. Discuss any offsite contribufions to the site. 5. Under the Detention secrion, include the following: a. Provide the anricipated drain time, demonsfrating that it adheres to the required 24-40 hour drain fime as stated in the City Site Drainage Requirements. b. Include the proposed 5-yr and 100-yr release rates in the discussion. c. Discuss the use of.the 4' valley pan (at a minimum allowable grade of 1%) to fully drain the detenrion facility. d. Describe the locarion and geometry of the emergency overflow weir, and also the direcrion of the flow and any impact to adjacent or downslream properties. e. Provide a brief description of the outlet works, including the outlet structure orifice plate design (i.e., size & number of openings), the use of a US Filter (or equivalent) well screen to help preserve the func5onality, the WQCV, 5-yr, & 100-yr WSEL's, the pipe connection between the outlet and the curb chase, etc. £ Please specify the model and all other pertinent informarion for the well-screen to be used. The City standard is a US Filter (or approved equivalent) with #93 vee wire, 0.139" openings between wires, TE 0.074"X0.5" support rods on 1" centers). 6. Need to define the plant material to be used in and around the detention facility. If narive seeding is to be utilized, include a statement that the City standazds for seed mix and rate of app]icarion shall be adhered to, and reference the civil plans where the City standards may be found. 7. Under the Conclusion secrion, include the proposed release rates, and compaze them to the historic rates as evidence that the proposed drainage facility and overall site design will improve (or not negarively) impact adjacent or downstream properties. 8. Please provide a P.E. seal and signature on the revised Final Drainage Report. Final Drainage Report (Appendix) 1. Include historic runoff calculafions (Tc> Qs, Qioo, etc.) for the design points. Final Drainage Plan 1. Show the 4' valley pan on the outlet slructure detail. The pan shoutd be shown coming into the outlet structure with the minimum 1% grade, and also having the lowermost orifice opening lying in the flowline of the pan. (Please refer to the redlined Plan). 2. Specify the City standard is a US Filter (or approved equivalent) with #93 vee wire, 0.139" openings between wires, TE 0.074"X0.5" support rods on 1" centers) 3. State the overflow gate is to be bolted on using galvanized boks. 4. Please include to-scale cross-secfions for A-A through D-D on the Drainage Plan. 5. Any offsite grading as indicated on the Plan will need written approval from the affected property owner. A copy of the written consent shall be provided to the City urior to the commencement of any conshuction activity. 6. Show the percent grades for all pans and parking lot areas as indicated on the redlined Plan. 7. Provide the FL and invert elevafions for the Type R inlet. 8. Provide the pipe type, length, and grade percent for the pipe connecrion between the chase and the outlet shuchue. (The City highly recommends no smaller than a 12" dia. pipe be used). 9. Provide the grade % for the 4' valley pan (needs to be shown as 1% minimum). 10. Please provide a P.E. seal and signature on the revised Final Drainage Plan. CIVII. CONSTRUCTION Civil Construction Plans Final Grading and Erosion Conirol Plan: 1. Idenrify the material (i.e., sod or native seed) to be used in and around the detenrion pond azea. If native seeding is to be utilized, City standards shall be adhered to. (Please see the attached City standard seeding & mulching notes detail). 2. All applicable City standard details may be found in both PDF and ACAD formats on the City website at: www.ci.wheatrid¢e.co.us. You need to include the following City standazd details in the Civil Conshuction Plans: i. Concrete Washout Area, E-B06 CONC.WASHOUT.dwg. ii. Sidewalk Chase, U-BOl_Ci.IRB.CHASE.dwg. iii. ADA-compliant Drivecut; select one of the following: 1. C-D05 _VCG.DC2.dwg ar 2. C-D04_VCG.DCl.dwg iv. If nafive seeding is to be urilized, Seeding & Mulching Notes, E-A03_SEEDNOTES.dwg. v. Asphalt PavinglPatching, S-E01 HNTA.dwg 3. Show the actual dimensions on the valley pan (see redlined Plan comments). 4. Include a detail for the emergency overflow weir. 5. State the pipe type, size, and percent grade for the pipe connection between the outlet structure and the sidewalk chase. (The City highly recommends no smaller than a 12" dia. pipe be used) 6. Show all the percent grades for the azeas indicated on the redlined Plan. 7. May need to re-grade the azea around the revised ADA drivecut. In addition, express written consent from Keosk Car Wash (7980 W44th Ave) - reviewl Itr.doc the affected property owner(s) will need to be obtained, and a copy provided to the City, prior to the commencement of any conshucrion acrivity within this area. 8. Please provide a P.E. seal and signature on the revised Plan. The Public Works Department requires 2 si2ned and stamned copies of the Final Drainage Report/Plan and Civil Construction Plans. Please provide these documents with the next submittal. Right-of-Way Construction Permit(s)/Licensing Prior to any construction within the public right-of-way, the necessary Right-of-Way Conshvction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Conslruction Pernuts are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Slreet Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. 2-Year Warranty Period for Public Improvements The Contractor shall warrant all work performed within the public right-of-way for a period of two (2) years, commencing upon completion of all constructed public improvements and Final Acceptance by the CiTy Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Tnspector deems that the constnxcted public improvements are in such condirion as to require repairs or replacement, the Conlractor shall complete such repair work upon request per the City of Wheat Ridge Pernut Testing and Inspecrion Requirements. Drainage Certification and As-Builts Required Prior to C.O. /C.C. Upon complerion of the drainage improvements, the Engineer-of-Record Mr. James T. Jones, P.E. & P.L.S., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site gading was completed per the approved Crrading & Erosion Control and Drainage Plans, all drainage facilities were constructed and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confixxn that the grading and the construcfion of all drainage faciliries was completed in accordance with these documents. The Drainage Certificafion Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans for all constructed drainage faciliries prior to issuance of any Certificates of Occupancy or Completion. The As-Built Plans shall be submitted as follows: Two (2) copies of the "As-BuilY" Plans aze to be submitted: a. 1 copy is to be on bond paper, and b. 1 copy is to be on electronic media (CD-ROM) and is to be in AutoCAD.dwg format. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer XC: Steve Nguyen, Engineering Division Manager Meredith Reckert, Senior Planner File Keosk Car Wash (7980 W44th Ave) - reviewl ltr.doc flug 14 06 04:29p Rug 14 06 03:10p Suzanne Swansen 303-252-9176 p.2 CITY OF wHE9T RIAGE CERTIFICATE OF WATER AND SEWER SERVICE AVAILABIT,X'I"Y Note to Applicant: A building permit will not be issued without this Certificate signed lsy the District or Agency supplyiug services. This Certificate Mires one vear from date of annroval bv authorizing asent. G 15~ N l ~ ~ ~ ~ N1 ~ ~(~LoYtC sciYGICE! cJ+'- rrr~r-i~ iGr~wrr v~ ~~~re Legal Descriptio v- Use of Building 1Ceor. ti.C. f -1512J ui-- S4qtt. )01• 675*1 Ownez Address ~ ' Telephone c1~/~il/!/ C!1 L{J~2Dtf' ~Y~~~ SEWER . ~ Nawe of District -d ~ Iadividual S Rc Permit No. ( ) Sewer Secvice Ava7abk Comments Sewer Service Not Avaa7ab]e I heceby cerCfy tl~at availability of servicc is as indieated above. Signawze ofAuthoxi2ed Agent Da[e leffecsou Covnty Health Depaztrnectt (IF SE'P'FIC) Authorized Signa.Rae ti ~ ~ Z- :~7 4 v ~ ~ ~'IQ WATER NameofDistrict ColoradoWellPemutNo. Watec Secvice Availabte O Watar Sesvice Not Available CommenfsocCon&Sons: EXISTING SERVICE-LSPIE EASEMENT MUST BE DFFtNFD. TAP FEES FOR NEW TAP MUST BE PAID: DENVER WATER & WHFAT RIDCE WATFR I hereby c y t a ability of seevice is as mdicated above. /k . , .~/r4la G Signat~xe of Autfio '.ed Agrnt Dace Jeffe[son Counry Heaith Depazmaent (1F VJFS.L) AutLoriud Signahue Datc p.l 0~/09/2006 08:25 FA% 903 421 3028 PALIK NOVAR & ASSOCIATES 1ih001 ~ Land Title Guarantee Campany CUSI'OMETt ll18'fRIBUTION `,and Title 1t1AMMEECONPANY Date: 07-11-2006 Our Order fTumher: ABB70152299 Proprrty Addrevs: 7980 WFST 44TH AVENUE 1'f }rou have any inguiries or require furrher assistmrce, pltase contact one of the numbers 8elnw: For Closine Assi4t_a_nce: Commercial Ctosmgs 3033 E 15T AVk. #600 PO B07C 5440 DENVER, CO 80206 Phone: 303-331-6231 Fax: 303 322-7603 k'orTStle A&9eafance• Commeroal Titk "ABB" Uoit Braxtou AWred 14001 E II.IFF AVE k500 ATJRQRA, CO 80014 P6one: 303-6362786 k'ax: 303-755-7957 EMail: balfredUltgc.com 3 POINT AROKERS, LLC L.INAS EFTIERPRI5PS,1d.C 8100 RALSTON ROA17 942 SAiNC !#NARHWS 1ANH SUA7.'B 220 L6UISVILLE, CO 50027 ARVAllA, CO 80002 Cop[es: A qUn: RICHARD PALIK Ffionc: 303-420-7736 Fax: 303421-3028 Cppies: 1 Seoc Via DE Expiess K60SK. LLC LAND'[TI'I.E GUARANTEE COMPAN'Y 19513 W. 54TH PIACE 3033 5157 AV& A600 GpI,DFsN, Cq 8D403 DENVER, CO 80206 A[m: ROBBR't NOVqK Ator Commercial Clacings Copies: 1 1Phone: 303-331-6265 Fax: 303-343-4826 09/09/2008 08:25 FA% 303 421 3028 PALIH NOVAI{ & ASSOCIATES ta ooz FM TWe dANFNTFE COMVANY pfOpErty Add[CSS: 7980 VJEST 44TS AVENUB Land Title Giiarantee Campany nace: 07-1i-zoo6 Our Order Number: ABB70152299 BuyczlBortower: KEOSK, LLC. A COLARADO LIMIT6b T.TABILITY COMPANY Se11er/0wner. LINUS ENTERPRLSES, LLC, A COLORADd LIMTTLD LTABILITY COMPANY Wire Information: Bank: r..fsa».E B.a1v.RN.a. 135 S. ZASALLE CHICAGO, 7L 606D3 Phane: 312-992-1474 Credik I,a.td Tale Guar¢ntee ComErony .4BA No.: 071000505 Accnursc 5801019380 Atteretinn: Comraerciat Clasi+igs or directions for your upcommg cbsing? Check out Land'Yl'tle's we6 site at www.ltgc.rnm I ESTIMA'CE OF 17TLE FEES I A,T.TA Owmers Policy 10-17-92 (Reissue Rate) ALTA Loan Policy 10-17-92 Aelel'aon of Fxcepvons 1-3 (Owner) beietiou of General Excepuon 4(Owner) Tax Rcport Tttl~ -`ee $731_00 $izo_aa $100.00 $20.00 $23.00 MlY1 De CloaSag Wir tzaacactioa. aDeve Zees Mill be Collscted aC C7uc ct,- TOTAI. soaa . 06/04 THANK YOi] FqR VOUR ORDER! 5986.00 0$Y09/2006 08:26 FA% 303 421 3028 PALIR NOVAR & ASSOCIATES (a 003 Chicago Title Insurance Compazry ALTA COMMITM$NT Schedule A ProperEy Address: 7980 WEST 44T14 AVENUS 1. Effectine Date: June 29, 2006 at S:IX) P.M. 2. Policy W 6e Lqsued, and PfOposed Iffiured: "pLTA" Owner's Policy 10-17-92 Proposed Insured: KPASK, LLC, A COLORADO LIMITED LIABII,ITX COMPANY "ALTA" L.oan Policy 10-57-92 Proposed Insured: A L£NAEK TO BE bEtERMINED $400>000.00 $300,000.00 3. The estate or interest m the land dwcribed or refmrred to in t6is Commimnent and covered herein is: A Fee Simple 4, TiHe to the evtate or interest covered 6erein is at We effective date hereof ve5tted in: LINC15 ENTERPRISES, LLC, A COLORAAO LIMTTEb LTABII,ITY COMPANX 5. 7'he land referred W in this Commitment is desm'bed as tolbws: Oar Order No. A,BB70152299 Cust. Re[.: LOT 4, CNAki.AC GrgpULJR. MINOR S[3BDIVISION, ACCORD[NG TO'['HE PLAT TFTSRfiOP RECORDEA AECEMBER 31, 1985 UNDER RECEPTIQN Nq_ 85126408, COUNTY OP JEFFERSON, STATE OF COLORADO. 2008%AiiG/09;!'NED 12: Fh` FAA ➢EPl-A➢O ~CceAEnergyo Keosk LL,C 19513 W. 5411, PI. Golden, CQ 80403 Attention; Joluz Bauer FAX. lto. 1) 0334 212 60 RE: Electric and gas distribution for 7980 W. 44tb Ave. Dear John Sauer; 5460 West 80[h Avenue AfVa6a, Colarad0 80003 P, 002 I have coznplete(i tlte engineering design for providing gas and electric servzce in E11e above xeferenced (address, project, suUd'zvisiorL). "i'he cose for the installation of tllese facilities is as follows: Elecisic Disiaibuiiort Gas Main DisisiUution Sb:eet LigJ.lking Total Inskatlation Cost $13,7fi6.44 $1,590.88 gas sezvica $ $15,357.32 Additional payments greater flian this estiniate xnay be required if custozner delays, obstructions, dzf,ficulty in digging, design chaiiges ni the £ield ox other uxifozeseen uvstlllaiion canditioxis axe encownte:red which aze not included 'ut the original job estimate. Jobs wi11 be ieviewed a4 the coxnpietxo3a of the kacifity imtaLtation to determine if additianal paynients aze req2ured. Enclosed ou vk+ill finti two Electxic Ageeemenfs, refiecting the approyriate amount. These must be signed and retcuned to me at the above ad3ress. The Eactension - - A.greements may a17ow pau'to recezve a-refiuid of "a"portiori of you'x zziiiaaliz%vestirxiezt~ i# anather customex uiakes a dzzect coxuiectian to these facilities withut the next lfl years. PIease mark the apgro,priate, box undex ztezxt 3)_ (c), azutxal xtext to flie box that you mark, sigil azid retwn rivo of the Agreemenfs to me witlt the payment. If neihher box "1" ox box "2" cmdez item 3} (c), is znasked the contracfs will be xeturned to you aiid yoixx job will ve delayed tutiil a scleciaoxt has been zttade. If yau select Uox "1", pazticipation fees will be coliected from each customer fiItat makes a dizect coxuiection to the facilities covexed by tliis extensian and a poxtion of qour maney vaill be zelftutded. T.iE Uox "2" zs - - - -Piease 4~heck-your-name; address-and-type-af-busivless incorpora9ion {i#applieaUle) for - - - errors as the eniity listed v,*ill xeceive any refunds that may be due. X'Iease correet any exrozs iz1 ixLk and inztiat the changes. As soon as I receive the szgxted Extenszozi AWements and_ payment_ fi;ozny ouu, yov_r_ job _ will. 3~e~,laced on the cons'~uction - - schedule. 2OC6/r.UG,/05!V,'EL 12:27 ?Y' FAA ➢Eld-A➢O FHh ido. 30334L1260 F, Of~ ~ Xc,elFCI@rgy~ 5480 West BOth Avenua Arvads, Golarado BOO03 For yotx zevzew,Ttiave enclosed applicable.cop4es of the engineexulg design and cost estimates. Please retarn alI agreements along wirh your payment tn the above adclress sa we can schedule your joU for installatian in a tizxiely manner Thank you for your xequest fos gas and electric service. Ifyouu lZave any addiiional questaozu, please feei free to cantact me at (303) 425-3955. PIease note 2hat dtis quote is good for 120 days, tnless we hace no price inereases. Please ziote that rl-te phone Sincer ly, ~ Mike Easlez Planner Eatguleering New Services Nor•t~th Metro 2003/AIIG/09iTED 12:27 PY FAA ➢EN-R➢O FAX PIo, 303342i260 F. 004 ELECTRIC I?ISTItIkiI3'I`ION PACII..I'Z'IES EXTENSTQN ,A.GREEMENT EXI'. NCI. 135453 THIS AGREEJ4IENT, made dvs 3zd day of August 2006, bn aiid bettveen PUBI.IC SBBVIC$ C417CPtANY Qk' CaX.0IL9DO, a Colorada corporatioa, d/b/a XCEL'ENERGX, hereinaftec teferred to as "Company" and Keosk I:GC, an LLC hereinaftex sek'etYed to as "AppIicaai", tipITNESSETH: WHEREASy Compauy is a public utility suppl)vng elechic etaexgy atad elecffic sei-vice to vatious aieas ltt d2e State of Colorado, azxd WHEI2EA5, AppLican,t has xequested Co;tupany to construct atxd install the necessaxy, el.ecriic distrlbutiou facilities to pxovide Pennaiiart service to cere-e 7980 W. 40, A9ve in Citc of 1Y/heat ltidge aaad the State of Co1.oxado. 1IIHEREAS, Cumpany's Sexcice Connectiazz and Diaibntion Lizxe $stension Policy xequires a Coasuucton Papment £or the ix2srallation of sazd £zcilaties. NOW, THEItEFORE, in cozzsideration of the znutnal cavenants and pxozuises heLein contaiued, it i munxalty agYeed as ioIloms: 1) Company agcees to consttlxct mitU reasonable piromptness, the disbibution faaliries for which the .A,pplieaat kxas v~xade the Construction Pay,u-,ent, (esduduzg service ]aterals), aed to notify Applieant when constzvcdon is completed and sercice is availaUle (the Esiezxsion Compleaou IJace). 2; Applicant amees, upon execuiion o£ dvs Ag=reemeat, fo pay to Conapauy the Consuvction Pa3nnent ua the amount of 'Z'lwxee,zz T'(iousand Seaea Hundted Sixty Si+1 doAaxs 3) (a) Satd Consiruction PaSonent ina;* 6e seriandable to Applicant .in pazCox in its entire)W dtuinp a tert (10) feaf period mzr,iuenaug nrith the Eitenszozx Comp?etioii lJate. fupp possiUle sefunds vri11 Ue zzxade in acmcdaxxce anth the Tertns and candirions o£ clae Coxnpany's Seraice Comttction aa317isrr.abution Line Esteasion Polzeq. 'I'6is policy zs on file xczt'a the Public Utilities Co.nmzsszozz of the State of C;aiozado and is avalable fox inSpection. Tn no event will an;= refiu!d esceed the ConstrucYion Pajnnent no.r wi'll ang sefiuid be znade aEter ten (10) r•escs fcorm the Eatens±on Corapletion Date, as detemuned fcoxn tlxe Company's iecords_ (b) In die alteraatire, flae Applicant cazx dixecdy pass thco,agh to puschasexs of AppHcanc's pxoperry cooexed bp this extension anq costs assoaatedwi.rh theesteusioit. (c) ,A,pp7icant elects bettaeen. 3(a) and 3(6) aUdve as Folloms: . ❑-2) Company s1xaU collect pazticipaliatx cliuges caused bc connecaons to the eatension covered'up tUas Agrcemeat znd sefund ihose aznomts to.A.pplicant puxsuant to 3(a) hexein. Z _2) Companp shzll not collecr participaavxx cGatges eaused bp coauectioms to the eztenszon covexed 6}- this Ageemeat. Applicant lzeLehy sepxesents that costs associated wztla tius c;4ension shaU be collected duecdg by Applicant pursuaut m 3(b) aUove. 4) Notlauzg ui tlvs rlgxeemezat shall be consmaed to waive the riglat of sefivAd, if anp, wluch xuay accrve as a result of escess construcdon allowahce associaTed with distubut+on azicl /ox sesvice latexal installatioizs pursuaut to the Ru1es and Itegulations cuuendp on 61e ivith the PuUlic Ultitiries Commission o£tlie State of Coloiado. 5) Applicatit agees m esecute the Company's standard zigkic-of-way agxeemeuis giantiug fxee o£ chacge to Company, such rights-of-way £com other parties as may he iequiced, and xecognizes dds Agreenxent is convngeut upon Companp obxaibung anp other iights-of-waj from odxex paeties if requv ed. 6) Tn the event Applicaot sliouid tequnm additional electrie disuibudon £aczlities oflzec r]ian tbosc fox wbzela die __Consnucaon 1?ayanent Im _heen made_heseundee,-suda faciliCies s~i2.ll.be ptovidedbysepaeaxe.agteea~exits . TT IS MIJ'TUt1:LLX AGitEED rhat tlze application and inteipietarion of rlvs ,Agzeement, includ'uag the defizvdoxis of terms used herein, sliaJl be in accoidaace vvitlx Companq's Electuc Sctvice Rules zud Reguiauons, uzduding Company's Sexvice Conueco£rion_and_I7i~yrdbut~4n J,ine_Extensio~ ~'olic~ _.on_file:andin..effecx_from~ane. to-tuue-W-ixh-~e ~blio-t-~tiliues- - Commission rhe State of Colorado and that said Ttules and Regulations coastirute a part of flvs Prgxeesuent and are binduzg on the paities hereto. IN WITNESS'U' 7HEREOF, the patties hereto haz*e esecuted Tlvs 3gceement the day and yrnr tv.st above wrirteu. _ PLT.6LEG SERVICR CQMP.A.lyy_O~COI.O_$,67?O~ e,n"V,IGANT. _........_._...YleU'J:}ASVII.. _..T-O✓. . . S CO{"F GO,f1IXEV' , 77esign Managet - IN?oxdi Metxo Design Public Secvice Compaup of Colorado - - - - - --Opezatizxg Gompar.y---- INAair/'zxzz,& (FxuaxN.v,M- /rmL) S'tILELT: 19513 W_ 54t^ PL CITY/ST.9TE.: . _ . _ . _ . . ZIP:~ . . . _ ..80403. ~ ~ DESIGN: ~ 7FS35953 . ~ WOR$~~~R # 2 00 6/4 UGiO°;''`tiE''l! 12:28 'M FAA ➢EhJ-A➢O F.u.;; 1.10. 3lu io 3426 ~ F.005 ~ r---- ~w ~ ~ Q LI,d-1 [ c~n _j l- m J LLJ ¢C'm :::i~ ~r~~ UC~SL z~~~ _ < ;~u.,U_ - ~ , 3 d LL_ ry- cr3~ ~ 1 d I Q ; I I Q 0 ~ 'E ~.t~ CO C3 2! m n~ c.,~ i i 3: ¢n< o_. Lf7 CQ Q..2 z. U] ~ I. C is~v° 4 cc ~cwncLLJn~~ ~ ~ ti ~ -U - - ~ i ~ ~ , _ , {~o ~ LL 900$/~ } ~ ~ -----~~---=----_...--------~------~---~--It.__.:'.._----------.....----._---- ~08 u ~ i-- t t~ ~i' i`► a - . ~ . . I ~ ~ - j~y . -~fY . . . . . . . ._._...~...~.._L.L ~ . . . . _ . ~ _93 0 _ ~ ~ . ~ . ~ . ; . - Lo rn 2006/AtiG/0`:!'r'+E!; 12: 2r Pbf FAA ➢EN-RDCI FAz 1.,Io. 3033421 °6C: P. 01:6 , - ;LU . ~ ~NI~'s am a"3 iy S U' U~~ C"''J N: v ~ m 21 Kj~^a~ ~.Q . . OP S ~i ~ 1`A'' ~ C~ ~ . ~ry ~ 9 LB_] =~~zL A . L ` G~i 3 ~+~lN~a gg n - '3' m x.. ~w m~~ ' ~N - w 2} n q~ cc m~~ z fL I syh[=~~~ F~~ ~ ~ 5 6 ~ d EL ~ ~ m 9i c~ 4~^J iP• m - W OQ ~ V C~1'~~ ~ JE CC~~3 ~ o..~ W . i f~'a ~~Y ~c 4 'a ~ 8 ~y` u 8 af s` m ~ {J Z U~s o s o C7 (~1 ._-rf' ' ❑ ❑ ~ F^ ~ ~ C'_7 ~ ~ ~ ~ M- ~ i W Y3 LLj L-.l -50 - - - - az J Cl)__-' . !J X .a W to 08 yF- ~ W - -~-LL- - ~ o . . . . . z T . ~ . . . . . . . . . p'. . o.. . r _ . . . _ . U . . . ~ ji ~ V w L7 f~ . . p . . . . . Q W M- . . . - .fl:l~..~ ~ ::-J.~ '_"y[ m ~ T UJ O _ . . 6Z:5 cc O m~L~ ~ d O ~ O~ G?~caXca Lei L~Ir+=~{ c3 1 ~ z.Z u~j v ~j 1- F- ~ Li'o'w rn C ~ r W~~ C d~ o G] o~..~.Q e%~cici,~.•..•..•~ua.= ?r ~r4 [+i UO v~xraQe~C?o? i :t tr7 rn cfl rn m ~ ;It O ~ ~ H S Engineerin g Inc. m~eBa~ 15779 W. Ellsworth Dr. Golden, CO 80401 DESIGN PARAMETERS Phone (303) 568-0881, Fas (303) 568-0881 PROJECT NAME: WHEAT RIDGE CARWASH LOCATION CITY/ STATE WHEAT RIDGE, CO DESIGN PARAMETERS BUILDING TYPE SINGLE STORY MASONRY GOVERNING BUILDING CODE IBC 2003 DESIGN LIVE LOADS WIND 105 MPH 3 SEC EXPOSURE FLOOR PSF LOBBIES ROOF 30 PSF DECK MATERIAL STRUCTURALSTEEL A36 JOISTS METALJOISTS C SEISMIC DES. CAT. A PSF STAIRWAYS PSF CORRIDORS CONCRETE Pc 3,000 psi fy 60.000 psi BEAMS METAIJSTEEL FOUNDATION SYSTEM SPREAD FOOTINGS - AILOWABLE BRG (DL+1/2LL) = 1,500 PSF DEAD LOADS FLOOR ROOF 5 SOIL CONSULTANT COLORADO GEOTECH REMARKS FROST 36 DEPTH PSF PSF 5 = PSF = 5 PSF w~ Wd! ~ ~o a~ ~ J o W ~ Q Z K~Z ~ m o W Q~tOJ O (~~O Z Ill F ~ LL Q W W~Oe m ~ p Z W - O a ~ N ~ N U W a a a~pz UV.LiO w?Om O¢ z~z wa z~~rn w W~U)W N y ~ Q O O x U V ~ W y O ~ O ~ ~ Q J a- ~ W ~ Q ~ W J W ~ N V ~ O U ~ ry O W ~o N ~ 2 F J ~ J Q Y J d' ~ 4 0 J ~ V V ~ N Q N Z~ ~ 1- v V C m W:i ?¢Om Z y~ i> 6 J pt Z d V ovai~a ap4l4 N Q N J~~ 9 U' ~ Z N Q Q ~ W W Q Q W ~ ~ w~ EOmpm a T g LL 0 d J X (J m W Z W 4 ~ ~ ~ Q N Q p ~ d ~ W V' N U' C ~ V Q ~ Q X I i WQn 6 5 ~ c ~U Z y W V-Jm ¢ OZ O ti,QNGw 1-Z ~ ~ Z~ YEO 1 a1 O (>C W Z Q W J N 0QY Z=FC ~ ~ ` ~ w s ¢z J O ~s ouo I ~~wa II W Z ROVWIR'N4 0~ a; ~ W02 N K U 20~- 4 O K ~ ~ ~ d~ W wa * IV rl 4 In ~U 1~ 2 x 3 ¢ a 3 x~w =y 2 .r I ~ nti~ z Q J d Z O I-- Q ~o z~ o~ ~ 0 ~ ~z 3 w J a J N O m H I Z ~ w rc E xa LL W O wa rc ~ V Z V ~ ~ x O T a ¢ a w a> ~ J J Q 3 l V J 4 ~ o~ JW O ~ N J N4 J "a ~m ao ~ ~'a o o z ~o a U ,8-,91 ~ w z U Z ~ Z O w > x J m O Z Q ~ ~ N I U 4 J N Q W J~ Z ~ U ~ ~a `z3 G~ N x Z W K yaa ~ Jrc 2 ~ F 3y rc U O 09 O ~ V € K~ ww oa ~o Q R ~a N ~ Z a xa w i. ~ d d ~ 15779 W. Ellsworth Dr. Golden, CO 80401 Phone (303)568-0881, FaY (303)568A881 WIND LOAD CALCULATIONS PER IBC/iKC 2003 MAIN WM RESISTIING SYSTEM PROJECT NAME: WHEAT RIDGE CARWASH LOCATION: WAEAT RIDGE; CO WIND (3 SEC. GUS'1) 100 MPH EXPOSIJRE C `P = 1 REFER IBC TABLE 1609.621(1) &(2) (ROOF SLOPE 0:12 OR ODECrREES_) (1/12=4.8 DEG, 2/12--9.5 DEG, 3/12=14 DEG., 4/12=18.4 DEG, 5/12=22.6 DEG, 6/12=26.5, 8/12=33.6) HORIZONTAL WIND FORCE FOR EXP. `B' WI'I'H ROOF MEAN HT=30 FT ROOF MEAN HEIGHT 16 FT HTJE)CP. COEFF =1.29 (TABLE 1609.6.21(4)) H LOADS(P) WIND FORCE = COEEF*P FORCE HOR @ WALL END ZONE 159 129* 15.9 = 21 A INT. ZONE 10.5 1.29*10.5 = 14 C HOR @ ROOF END ZONE -82 129*-82 = -ll B IlVT. ZONE -4.9 129*-4.9 = -6 D VERT. @ ROOF END ZONE -19.1 129*-19.1 = -25 (FRONT HALF) E INT. ZONE -133 129*-13.3 = -17 G VERT @ ROOF END ZONE -11.6 1.29*-11.6 = -15 (BACK HALF) F INT ZONE -8.9 129*-8.9 = -11.5 H COMPONENT FOR WALL CRNR 15.3 129*15.3 = 20 DESIGN WIND FORCE (AVERAGE)-- 18 PSF - WALL DESIGN = 20 PSF WALL HOR WIND FORCE (#/FT) STORY HT. 1ST=16 FT, WIND AT ROOF = i 8+3 * 18= 198 OTM @ BOT 198* 16 3168 TABLE 1609.62.1(4) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (X) ~ RO E E%POSURE MEAN OF H IGFiT (teet) B C D 35 7.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 135 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1,49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 TABLE 1609.62.1(1) SIMPLIFIED DESIGN WIND PRESSURE (MAIN WINDFORCE-RESISTING SYSTEM), p,, (Exposure B at h= 30 feet with 7.0) (psf) BASIC ZONES WIND ROOF ROOF Horizontel Pressures Vertical Pressures Overhangs SPEED ANGLE RISE IN IOAD (mph) (tlegrees) 72° CASE A B C D E F G H E G Oto 5° Flat 1 11.5 -5.9 7.6 3.5 -13.8 -7.8 -9.6 fi.t -193 -15.1 100 2 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -193 -15.1 15° 3 1 14.4 -4.8 9.6 -27 -73.8 -9.0 -9.6 -6.9 -19.3 -151 85 20° 4 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -193 -15.1 1 14.4 23 10.4 2.4 -6.4 -83 4.6 -7A -11.9 -10.1 2,50 6 2 -2A 4.7 -0.7 3.0 1 12.9 8.8 102 7.0 1.0 -7.8 03 -6J -4.5 -5.2 30° m 45° 7 io 12 2 12.9 8.8 10.2 7.0 5.0 -3.9 43 -2.8 4.5 -5.2 OtoS° Fla[ t 12.8 fi.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10° 2 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15° 3 t 16.1 -5.4 10.7 -3.0 -15.4 -50.1 -10.7 -7.7 -21.6 -16.9 90 20° 4 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -70.7 -81 -21.6 -16.9 I 16 1 2 6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -133 -11.4 250 6 . . 2 -2.7 -53 -0.7 -3.4 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -53 -5.8 30° ro 45° 7 to 12 2 14.4 9.9 31.5 7.9 5.6 4.3 4.8 -3.1 -5.1 -5.8 0 to 5° Flat 1 15.9 -8.2 10.5 -4.9 -79.7 -10.8 -13.3 -8.4 -26.7 -70.9 10° 2 1 17.9 -14 11.9 -4.3 -19.1 -]1.6 -133 -8.9 -269 -20.9 15° 3 1 19.9 -6.6 13.3 -3.8 -19.1 -12.4 -133 -9.5 -26.7 -26.9 100 20° 4 1 22.0 -5.8 14.6 32 -19.1 -13.3 -133 -101 -26.7 -20.9 1 19.9 32 14.4 33 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 25, 6 2 -3.4 -6.6 -0.9 -42 1 17 8 122 142 9 8 1 4 -10 8 0 5 -93 -6.3 -7.2 30° to 45° 7 to 12 . . . . . 2 17.8 122 142 9.8 6.9 -53 5.9 3.8 -63 -72 0 m 51 Flat 1 191 -10.0 12.7 -5.4 -231 -13.1 -16.0 -101 -32.3 -25.3 10° 2 1 21.6 -9.0 14.4 -5.2 -23.1 -14.2 -16.0 -10.8 -32.3 -25.3 15° 3 1 24.1 -8.0 16.0 4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -253 110 20° 4 1 26.6 -7.0 177 -3.9 -23.1 -16.0 -16.0 -122 32.3 -25.3 t 24 1 3 9 17 4 4 0 -10 7 -14.6 -7.7 -11.7 -19.9 -17.0 u, 6 . . . . . 2 -4.1 -7.9 -1.1 -5.1 I 21.6 14.8 172 11.8 1.7 -13.1 0.6 -113 -7.6 -8.7 30°ro45° 7ro12 2 21.6 14.8 17.2 11.8 83 -6.5 7.2 -4.6 -7.6 -8.7 0 to51 F7at 1 22.8 -11.4 15.1 -7.0 -27.4 -15.6 -191 d2.1 38.4 30.1 10°- . 2 1 25.8 -303 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 38A 30.1 15° 3 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 30.1 lZp 2,0° 4 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -301 1 28.6 4.6 209 4.7 d2.7 -17.3 -9.2 -13.9 -23.7 -202 uo 6 2 -4.8 -9.4 -13 -6.0 1 25.7 17.6 20_4 14.0 2.0 -15.6 03 -13.4 -9.0 -103 30°to 45° 7to 12 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 AA -10.3 6 0 Eu tu. ~ 1Z ~ i .,d~ {F ~ lnngitudinal ,..a . ~ FtGIIRE 1809.6.2.1 MAIN WINDPORCE IOADING DIAGRAM cor SI: 1. fnot = 304.8 mm; I degree = 0.0174 raA. Jotes: 1. Pressures are applieJ [o [he horizental •and vertiail prejections for Exposure 8, at (7= 30 feet, for 7,,= I.U. Adjust to othcrexpa;ures anQ heights wi[h adjustrsienl Peccor X. 1 The load paltcrns shoivn shall bc applied to each comes of the buiiding in Nm as the reference comer. 3. For the design uE Ihe longitudina] D4WFRS, ute B= 0`, ssnd Incate ihe Zonc EJF, G/H boundazy at the ntid-lenaTh of [hc buildf ng. 4. L.oad Cnses 1 and 2 must be :hecked far 25` < 8<_ 45°. Load Case 2 a[ 25' is provided onl}• for intecpolalion betwzen 250 tv 300. 5. Plus ford minus signs sipify pressures acting rowazd anJ away from thc pmjecCCd suh:lces, respee[ively. fi. Por ruaf sinpes othcr ihan [hnse shown, linear intexpoialion it permittcG. 7. The taeal horizon[al load ohnil not be less tLan lhat detcrmined by assumine V., = D in Zonec B and D. 8. The mete pressures represent lhe [NLowing: I[orizon[aI pres'su[e aonc5 - Sum of ihc windward and iccwacd net (sum of inrcrnal and extcmal) pressures on vertical projzetion ot: A - Endzoneofa•al] C -Intuiorzorteotwall B-Endaoceofroof D-Inredorttineofmof Verziwl pressure znnes- Nar (sum o£ in[ernal aud exceruaq pressures on horizontal projection uf: L- Gid zone of windward roof G - Interior mne of windward raof F-Endzoneoileewardmo€ F - ImerinrznnenfleewarAmol' 9. Where "Lonz E orG falls on u rooFoverEmng on [he windwarc! side of the buitding, use Eo, and C.pfor the pressure ort [he horizantal projecUOn ui thz overhang. Ovcrhancti w the leenard and aidc ed_es sliall have the basic wnc pressurc applieA. ,0, tYOtauon: U: 10 percen[ ofleasf horizontal dimensiqn of 0.4h, whichever is smalier, 6ut not less than eilher 4 percenC oFleati[ 6odzontal dimension or 3 feet. k: ,l7ean rwf heinhl, in feet (mciers), cxcept that eave hcight shzll ba used forroof aneles <ID'. B: Anple of ptane oProoPicom horizontal, in degees. t ~ !92 20031NTERNATtONAL BUILDING CODE9 Ak STRUCTURAL DESIGN TABLE 1609.6.2.1(2) NE7 DESIGN WIND PRESSURE (COMPONENT AND CLADDING). p.e.,,, (Exposure B at h= 30 feet with 7.0) ErFECnvE BASIC WINU 3PEE0 V(mph--3-seGOnd gust) wxe vnxo anEa 85 90 100 110 120 7 70 140 150 770 1 fa 53 -13.0 5.9 -14.6 73 -18.0 8.9 -21.8 10.5 -253 12.4 30.4 14.3 -35.3 16.5 40.5 21.1 -52.0 1 20 5.0 -12.7 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -252 11.6 -29.6 13.4 34.4 15.4 39A 19.6 -50.7 f 6o 4.5 -12.2 5.t -13.7 63 -16.9 7.E -205 9.0 -25 4 10.6 -7$.6 123 33.2 14-7 -38.1 18.1 -48.9 m f tao 42 dL9 4.7 -133 5.8 -16.5 7.0 -19.9 83 -23.7 9.8 -27.8 11.4 323 ]3.0 37,0 16.7 -47.6 n Z 10 S3 -2L8 i9 -24.4 73 302 8.9 36.5 10.5 -03.5 12.4 -51.0 143 -592 16.5 -67.9 2LI -87.2 b ° r z to 5.0 -19.5 5.6 -21.8 6.9 -27.0 83 -32.6 9.4 -38.8 it.b -45.6 13.4 -52.9 15A -W.7 19.8 -78.0 0 SU 4.5 -16.4 5.1 - -18.4 63 -2?7 7b -27.5 9.0 -32.7 10.6 38.4 123 -44.5 14.1 -SLL 19.1 -659 0 2 tna 4.2 -14.1 4.7 -15.8 5.8 -19.5 7.0 -23.6 83 -281 9.8 d3A 11.4 -38.2 13.0 -439 1G7 -56.4 ¢ a to 5.3 -32.6 5.9 36.8 73 -45.4 8.9 -55.0 50.5 -65.4 12.4 -76.6 14.3 -89.0 16.5 -1022 21.1 -131_3 a 20 5.0 -272 5.6 30.5 6.9 -37.6 83 -45.5 9.9 -542 11.6 -63.6 13.4 -73.8 15.4 -84J 19.8 -108.7 3 so 45 -19.7 5.1 -22.1 6.3 -27.3 7.6 331 9.0 -393 10.6 -062 123 -53.5 141 -615 18.1 -08.9 3 foo 42 d41 4.7 -15.8 5.8 -19.5 7.0 -23.6 R3 -28.1 9.8 -33A 11.4 -382 13.0 A39 16.7 -56.4 1 10 75 -11.9 8.4 -133 10.4 -16.5 12.5 -199 14.9 -23.7 17.5 -27.8 203 323 233 37.0 30.0 -47.6 t zU 6.8 -11.6 7.7 -13.0 9.4 -16.0 ll.4 -19A t3.6 -23.0 16.0 -279 19.5 31.4 213 36.0 273 463 1 60 6.0 -tLl 6.7 -12.5 82 -15.4 10.0 -18.6 1L9 -222 13.9 -26A 16.1 -302 18.5 -34.6 23.8 -44.5 ~ t 100 53 -70.8 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -252 14.3 -29.3 16.5 33.fi 21.1 -03.2 u P 10 75 -70.7 6.4 -232 IOA -28.7 125 -34] 14.9 -413 17.5 -48.4 7A3 -562 23.3 -64.5 30.0 -82.8 a 2 20 6.8 -19.0 7.7 Z1.A 9.4 -26.4 11.4 -31.9 13.6 38.0 16.0 -04.6 16.5 -51] 213 -i93 273 -762 ~ n 2 sa 6.0 -16.9 6.7 -18.9 8.2 -233 10.0 -282 11.9 -33.6 13.9 -39.4 16.1 a5.7 16.5 -52.5 23.6 -67.4 o z too 5.3 -152 5.9 -17.0 73 -21.0 8.9 -25.5 10.5 -30.3 12.4 35.6 l43 -41.2 16.5 -473 2L1 -60.8 ~ 9 l0 7.5 -30.6 8.4 -343 10.4 42.4 125 -513 14.9 -67.0 17.5 -71.6 20.3 -83.1 233 -95.4 30.0 -@25 3 zo 6.8 -28.6 77 32.1 4.4 39.6 11.4 -479 13.6 -57.1 16A -67A 18.5 -77.7 21.3 -892 273 -114.5 9 so 6.0 -26.0 h9 -29.1 82 36A 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 185 -81.0 23.8 -104.0 a mo 53 -24.0 5.9 -26.9 73 -33.2 8.9 A02 10.5 47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 2L1 -96.0 t ID ll.9 -13A 13.3 -14.6 15.5 -18.0 19.9 -2L8 23.7 -25.9 27.8 30.A 32.3 353 37.0 -00.5 47.6 -52.0 i zo 11.6 -12.3 13.0 -13.8 16.0 -77.1 19.4 -207 23A -24.6 27.0 -28.9 31a -335 36.0 -38.4 46.3 -09.3 1 50 11.1 -ll.5 12.5 -12.8 15.4 -15.9 18.6 -19.2 222 -22.8 26A -26.8 3U2 -311 34.6 -35.7 44.5 -45.8 m u 1 10o I08 -10.8 12.1 -12.1 l49 -14.9 181 -t81 21.5 -21.5 25.2 -25.2 293 -29.3 33.6 -33.6 432 -032 ^rn' 9 2 ia 11.9 -15.2 133 -17A 16.5 -21A 19.9 -25.5 23.7 -303 27.8 35.6 323 412 37.0 -47.3 47.6 fi0.8 ~ 2 so ❑.6 -14.5 13A -ifi3 16.0 -20.1 19.4 -243 23.0 -29.0 2Z0 34.0 3L4 -39.4 36.0 d5.7 463 -58.7 0 n z 50 11.1 -137 12.5 -153 15.4 -]8.9 78.6 -229 222 -272 2b.0 32.0 302 -37.7 34.6 -425 44.5 -54.6 N ~ 2 700 10.8 -13A 12.1 -14b 14.9 -18.0 19.1 -21.8 21.5 45.9 252 -30.4 293 -353 33.6 40.5 432 -52.0 0 c 0 10 11.9 -152 733 -17.0 16.5 -21.0 19.9 -25.5 237 -303 27.8 -35_6 323 -412 37.0 -473 47.6 -60.8 3 zo 11.6 -14.5 13.0 -(63 16.0 -20.t 19.4 -1A3 23.0 -29.0 27.0 34.0 31.4 -39.4 36.0 -453 463 -581 a zo 11J -13.7 11.5 -153 15.4 -18.9 18.6 -229 222 -272 26.0 32.0 302 -37.1 34.6 -42.5 44.5 -54.6 3 too lOB -73.0 12.1 -t4b L4.9 -18.0 18.1 -21.8 2L5 -25.9 252 30.4 29.3 -353 33.6 -40.5 432 -52.U n 10 13.0 -19d 14.6 -15.8 18.0 -195 21.6 -23.6 25.4 -28.1 3f1.4 -33.0 353 -381 40.5 419 52.0 -56.4 d 20 12.4 -735 73.9 -lil 17.2 -18.7 20.8 -22b 24.7 -26.9 29.6 366 33.7 367 389 d2.1 49.6 S4.1 a 60 11.6 -12.9 73A -L43 16.1 -17.6 19.5 -21.3 232 -25.4 272 -29.8 3L6 -34.6 362 -39.7 46.6 -51.0 4 100 11.1 -12.2 12.4 -13.6 153 -16.8 I8.5 -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 37.8 44.2 -08.6 ~ a soo 97 -10.8 10.9 -121 13.4 -14.9 16.2 -18.1 193 -2L5 22.7 -252 263 -29.3 302 33.6 38.8 -432 3 5 10 13.0 -iZ4 14.6 -(9.5 21.8 -29.1 25.9 -J4J 30.4 -46.7 35.3 -472 40.5 -542 52.0 fi9.6 5 20 12.4 -I6.2 13.9 -182 20.8 -272 24] -32.4 29.0 38.0 33] -44.0 38J -50.5 49.6 -64.9 s 56 11.6 -147 13.0 -116.5 1 19.5 -74.6 232 -29$ 271 343 31.6 -39.8 36.? -45.7 46.6 -SSJ s foo 1L1 -135 t2A -15.1 18.5 -22b 22.0 -26.9 15.9 -31.6 30.0 -3G.7 34.4 -42.1 442 1 11-54.1 5 soo 9.7 -10.8 10.9 -LZl -14. 16.2 -18.1 193 -21.5 22J -252 26.3 -293 392 33.6 38.8 -432 For SI: 1 toot = 304.8 mm, L degcee = 0.0174 cad, l mile pec how = 0.44 Ms, 1 pound per square foot=47.9 N/m2. No[e: For effective azeas between those given above. die load is pemtitted ro be interpcrlated, utherwice uze the load associated with the lower eE£ecrive area. / 11~ ~ 296 20031NTERNATIONAL BUILDING CODE@ cALcur.aTTOrr sHEET H S Engineering. Inc. g PRO7ECT WHEAT RIDGE CARWASH PAGE OF Date _ BY FOUNDATION DESIGN: ALLOWABLE BEARING PRESSURE 1500 (DL+1/2LL) PSF 1 FOOTING AT INTERIOR WALL PER FT DL= 1733*60+16*5 LL 16*30*.5 TOTALLOAD AREA OF FOOTING REQ'D 1360/(1500-100) USE 18" WIDE FOOTING REFER COMPUTER OUTPUT REINF. Wl'I'H 244 # 1120 = 240 = 1360 = 0.97 AREA = 1.5 2 FOOTING AT EXTER. WALL DL= 1733*60+17.33*50+16*5*.5 LL 16*30*.5*.5 TOTAL LOAD AREA OF FOOTING REQ'D 2066/(1500-100) USE 20" WIDE FOOTING # 1946 = 120 = 2066 = 1.48 AREA = 1.67 # # # SF SF # # # SF SF REFER COMPUTER OUTPUT REINF. WITH 2-44 HSEngineering, Inc. FLooR,ROOFFRANENG( sTEELBEAI~~ 15779 W. Ellsworth Dr. Golden, CO 80401 Phone (303) 568-0881, Fax (303) 568-0881 PAGE OF _ PROJECT WHEAT RIDGE CARWASH By Date _ ROOF DL= 5 PSF ROOF LL= 30 PSF FLOOR DL= 0 PSF FLOOR LL = 0 PSF `X' + CANT SPAN CANT l. ROOF JOISTS -SELF BAY SPAN 16'-0" CATN LT 0 FT, RT 0 FT 'CRIB. WIDTH 3'_2" FT Fy = 55 KSI DL= 5*3.17 = 15.85 # LL= 30*3.17 = 95.1 # PT. DL = 0 # X= FT PT. LL = 0 # X= FT REFER METAL SALES TABLES USE: 87X14GAX2 %s" `Z' CHANNELS QK. MAX. M= FT K DEFLECTION: TOTAL= .9 IN LL= _ IN (L/~ REACTION: LEFI' DL= K, LL= K, RIGHT DL= K, LL= K CANT `X' + SPA1V 1. ROOF DECK - SELF BAY SPAN 3'-2" CATN LT 0 FT, RT 0 FT TRID. WIDTH' FI' DL= 5 PSF LL= 30 PSF PT. DL 0 = 0 PT. LL 0 = 0 REFER METAL SALES TABLES USE: 26 GA GALV. PBR DECK O.K. MAX. M= FT K DEFLECTION: TOTAL= .0 IN (L/_) REACTION: LEFT DL= K, LL= K, RIGHT DL= _ # # CANT Fy = 33 KSI = 5 # = 30 # X= FT X= FT LL= _ IN (L/___~ _ K, LL= _ K . v PRO-PANLL II . SECTfON FROPERTIES WAh YieiE Wei M TapinCompression' BotrominCOmpressian' 0e(lectian) Inward(Grevia OuMrerdUplift (54ess) Load' GA g S l SxK u _ (in.) N51 PSF ~nc IM/R zx In'!ft a~r °(ff InYR 3' 3.5 4' S' 2' ZS 3' 3.5' 4' S R9 36" 80 0.]1 O.OOd] OOt34 0.9C53 C0 t3] 93 GO 4226 18 9 121 78 55 40 31 20 26 36" _ BO 08~ 0.00~7 0.G1]9 9.OG67 OOt73 ti] ~B 53 34 2? 12 161 iW ~3 54 41 2P 1. 17heomtiwl sectiou prope:nie; ltaex been ca1cu7.1ed per AISt 1996. "Sptd5ea0olis for ehe design of eoFd fomied stul membtas" Izc and Sxxan cffeetivc scction qmFenies Coi.-~IeOeGion and beoding. Tabul'a[ed loatls ara allox•able luads ialculaled in accordancc with gual enciveariag pmcticze an3 wfth A2Sl 1596 speciGcations lur bznding snesscs. Yanel weight has not becn subtmc(ed fcom uliuwable aiavity luads ALivwable ivnd doex nnt address web <rippiing iequSromwt, or fasteu-as/suppoii connecrina " 3. Allouvblc loads aa; cuicututeil in accoNance with AISi 1996 specifications, and havc be:n incsascd by 33313~c Cor wind uplift Contact MGaS Sales'Icchnical Sen•ices LepnYmrm for more infomuaEon. -l Del'.eciioneonsiderationislvnite36}'amaumumde0ec[ionratioMillSOof:paa. . I ~ ~ c6D4SMG LAS'CREViSF.B 7-3-027QR R H S Engineering, IIZC. FLOOR/ROOF FftAMING(STEELBE s `ti°'"'ea*- 15779 W. Ellsworth Dr. Golden, CO 80401 Phone (303) 568-0881, Fax (303) 568-0881 PAGE OF _ PROJECT WHEAT RIDGE CARWASH By Date _ ROOF DL= 5 PSF ROOF LL= 30 PSF FLOOR DL= 5 PSF FLOOR LL= 60 PSF `X' * CANT SPfvN CANT 1. FLOOR JOISTS - MECH ROOM SPAN 15'4" CATN LT 0 FT, RT 0 FT TRIB. WIDTH 24" FT Fy = 55 KSI DL= 5*2 = 10 # LL= 60*2 = 120 # PT.DL = 0 # X= FT PT. LL = 0 # X= F I REFER METAL SALES TABLES USE : 8"X14GAX2 'h° `Z' CHANNELS O.K. (L!_~ MAX. M= FT K DEFLECTION: TOTAL= .9 IN LL= IN REACTION: LEFT DL= _K, LL= _K, RIGHT DL= K, LL= K _ _ /~i Fi S Engineering, inc. Titie: WHeH7RIDGE CHRVV,vSH Job# 15779 W. Ellsworth Dr Dsgnr: HRS Date: 3:51PM. 9 AUG Oc Description : Golden, CO 80401 Scope: CARWASH I ~J~S rze~: seomo ~ct-2002 ~5ef:~~s0 ,B,, Ver581 ViIaEV ~esign ~asot~r Page 1 = - , , (cp9832002 ENERCALC Engineering Software y c:l2working\clacs\ h ahidge canvash.emv:Calc Description EXTERIOR MAS WALI General Information Calculations are tlesigned to 1997 UBC Requirements Wali Height 14.00 ft Seismic Factor 0.1000 fm 7,500.0 psi Parapet Height 3.00 ft Calc of Em = Pm' 750.00 Fs 24,000.0 psi Duration Factor 1.330 Special Inspection Thickness 8.0 in Wall Wt Muit. 1.000 Grout @ Rebar Only Rebar Size 5 Medium Weight Block Rebar Spacing 32 in Equivalent Depth to Rebar 3.810 in @Center Solid Thickness 4.900 in Loads Uniform Load Concentric Axial Load Wind Load 22.000 psf Dead Load 0.040 #!ft Dead Load 0.000 #!ft live Load 0240 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values ~ ~ ~ ~ ~1,125,000 psi ~ E,~~ RebarArea . 0176 in2 0.89920 0.06554 j np n: Es / Em 25.778 Radius of Gyration 2.487 in k 0.30240 2/ kj 7.35512 Wall Weight 55.000 psf Mument of Inertia 363.660 in4 Max Allow /ixial Stress = 025 fm (1-(h/140r)42)' Spinsp 287.69 psi Allow Masonry Bending Stress = 0.33 Pm ` Splnsp = 495.00 psi Allow Steel Bending Shess = 24,000.00 psi Load Combinat9on & Stress Qetails Ncial Bending Stresses Axial rvmnunuul: fb/Fb+fa/Fa Moment Load Steel Masonry Compression Top of Wall in# Ibs psi psi psi f*s DL + LL 0.0 165.3 0.0 0.0 2.81 0.0098 DL+LL+Wind 1,188.0 165.0 2,982.9 502 2.81 0.1243 DL + LL + Seismic 297.0 165.0 745.7 12.5 2.81 0.0351 Between Base S Top of Wall DL + LL 0.0 550.3 0.0 0.0 9.36 0.0325 DL+LL+Wind 5,887.4 550.0 14,782.6 248.6 9.35 0.6759 DL + LL + Seismic 1,477.9 550.0 3,695.6 62.1 9.35 0.7581 Surrrmary tM1'all Design OK n.. _ 14.00ft high wall with 3.00ff parapet, Med Wt Block w/ 8.00in wall w/ #5 bars a t 32.00ino.c. at center Governing Load Combination is. Dead + Live + Wind Between Top & Bottom Masonry Bending Stress 248.59 psi Steel Bending Stress 14,782.58psi Masonry Axial Stress 9.35 psi Combined Stress Ratio 0.6159 < 1.3300 (allowable) : Final Loads & Moments Wall Weight momeM @ Mid Ht 550.00 Ibs Wind Moment @ Mid Ht 5,887.64 in-fF Seismic MomeM @ Mid Ht 1,471.91 in-# Dead Load Moment @ Top of WaII 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 0.04 Ibs Tohal Live Laad 024 Ibs Live Load Moment @ Top of Wall 0.00 in# LiveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = 9,558.40 in-# M"mum Allow Axial Load for Applied Moment = 16,916.04 Ibs DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: Lb t-0 Applicant: ~~6~ Phone # 9ql~~ LocationofConstruction: GJ• i¢vF-,tiue: Purpose of Conshuction: C'fw- 6--JR'sf1 Building Permit Value: Single Fanuly Commercial ✓ Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ /OO •00 (For document processing) Single Faxnily Residence Review Fee: $50.00 $ (For review of applicable technical documents) CommerciaUMulti-Family Review Fee: •(For review of existing technical documents) $100.00 $ •(For review of technical documents for construcrion in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ SOO CDOT Access Pemut Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 $ (For document review and processing) TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ G 040• 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IlVIl'ROVENIENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicant i/ A~~ Date 7 Za(0 KAFORMS&LE17'ERS\DEVELOPMEIVTFORMSTeeStrucnve(68-04).doc Revb/04 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Deparcnent oF LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 9I(8/`6 ADDRESS ?Jt8D 'L"- ifvE.t.VE Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the Ciry's representative wil] conduct an onsite inspection to deternune the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 APPLICATIDN FOR MINOR GRADING/FILL PERMIT APPLICANTS NAME: APPLICANT'S ADDRESS: ADDRESS OF FILL: DATE OF APPLICATION: All permits shall be applied fox through the Public Works Department. An approved pernut is effective for a period of one (1) yeaz from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when canstructed, shall be maintained (by the respective individual(s) and/or campany responsible for the consiructinn of that public and/or private improvemenf in ihe respective development) on a daily basis, or as needed, such that they are free of mud and oiher construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article ZI, Specifeed Nuisances, Section I S-l6 (4) of ihe City of YVheatRidge Code ofLaws. MINOR GRADING, EXCAVATION, AND FILL PERNIITS 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yazds, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent shuctures, aud in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage wag be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed With a pemut approved by the City Engineer. All applications aze to be submitted on the appropriate completed applicafion fonn and shall be accompanied by the appropriate fee and sketch plan indicating the following informarion before the permit will be issued. A. Location and dimensions of all property boundazies and sh-uctures on the site. B. Location and extent of azeas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigarion ditches, etc., and indication of how and where historic run-offwIll be maintained on and through the site. D. Cross-section uea to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevafion of adjacent properties. G. Erosion con4ol plan showing placement of control devices such as hay bales, etc. ,L/ OF WHEqT ti ~ a o m C~GORA00 L 3. 501-10,000 Cubic Yards: Operarions in which earth material fill or excavation exceeds 500 cubic yazds, but does not exceed 10,000 cubic yards, may be allowed by a persnit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required applicationform: A. A site plan, pxepared and signed by a Colorado xegistered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. Location and dimensions of all property boundaries and siructures on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appxopriate ditch company shall be required). E. Location of existing and proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations aze complete. G. Erosion conrtol plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. I. At least two cross secflons (east to west and north to south) through the site showing depth of fill and/or excavation. J. A drainage report may be required if site runoff chazacteristics aze changed. K. Relative elevations of adjacent properties and struchues. L. Statement of purpose of intended fill and/ox excavation. 4. Performance Standards: The following provisions shall appiy to all Minor Grading, Excavation and Fill Permits: A. Rehabilitarion: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of levelmg, grading, landscaping or any combination thereof to minunize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "gazbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fili azeas within the City of Wheat Ridge. C. Excavation and/or fill azeas shall be graded to facilitate weed confrol until finai grades aze set and site rebabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). J:TORMS&LEITERS\APPS&PERMfIS4U'nocGnd g&Fi1lPcemicdoc I Rev2/OS 5. PermitFees* 50 cubic yazds or less 51 to 100 cubic yards lOlto 1000 cubic yards for the first 100 cy $23.50 $37.00 $37.00 3-7,o6 plus for each additional 100 cy or 8 7 fraction thereof ' Z cy X$17.50/100cy , 60 1001 to 10,000 cubic yazds for the first 1000 cubic yazds $194.50 plus, fox each additional 1000 cy or fraction thereof cy X$14.50/1K cy *Wheat Ridge Code of Laws Section 5-76. TOTAL g ( Zq. SO All pernuts shall be applied for prior to fill deposition or excavation operations begin. Any pemut applied for after cutting or filling operations on site are in progiess shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within The 100 yeaz flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE TI3AT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS :AND BUILDING CODE OF TI3E CITY OF WIIEAT RIDGE. ANY VIOLATTON OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RTDGE. TffiS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: a/Vicants FoQ S~vE /lIlavY~J Signature City Engineer Owner's Signature (if different than above) Approval Date 1:70RMS & LE]TEAS\APPS & PERMITSNtiuor Greding k Fill P<nnit.doc I Rev 2/05 COMMUNITY DEVELOPMENT DEPARTMENT Buildi g Permit Number: OE WHEqr9 BUILDING INSPECTION LINE - 303-234-5933 Date: ~ o CITY OP WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION ' ~ Property Owner: K2c'c:>14 U'C.J L peVlGtiYl~J 1 Property Address: (/~,7• ~Q-(~i~ Phone: `~j'1►rj-° Contractor License No.: Company: C!'~F,.~Lo ~GXVi~I~ ~lG~~2Lt~~i•-~-- Phone: --;o 3 - el tC? - (940 ' OWNER/CONfRACTOR SIGNANRE OF UNDER5TANDING AND AGREEMENT I Buildina Dept. Valuation Figure: I hereby certify that the setbadc distances proposed by this permft application are accurete, and do not violate applicable oNinances, rules or regulations of the City of \/g]Ue:$ Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have 2ad and agree to abide by all Pernut Fee:$ wnditions printed on this application and that I assume full responsibiliry for compliance wRh the Wheat Ridge Building Code (I.B.C) and all otherappiipble Wheat plan Review Fee:$ Ridge Ordinances, forworic under this permd. Plans subjed to field inspection. USe T2X' DATE (OWNER)(CONTRACTOR): SIGNED @ TO~:, p~ !(1NMFR1If.nNTRGf.Tf1R1'PRINTED 4"vy 1 ~~-I" • ~ DA7E 6' 10tt Use of Space (description): (~~4v Description of work: Sq. Ft aed ~ 2 ~7 F ~•~AV Fr~ ✓ COMMEMS: Approval: 2oning: DEPARTMENT USE ONLY Sq.Ft.: COMMENTS: Approval: e-:.~'~ r WORKS COMMENTS: i ! Approval: Approval: l AUG P0 L \ 2006 Walls: Roof: Stories: Residential Units: Electrical License No: r Plumbing License No: Mechanical License No: Company: Company: Company: 'I F-/V Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permft was issued in accordance with the provisions set forth in your appiication and is subjed to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any otherapplicabie ordinances of the City. (2) This permft shall expire if (A) the work authorized is not commenced within sizty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expi2s, a new permit may be acquired for a fee of one-half the amount nortnaily required, provided no changes have 6een or wili be made in the original plans and speciricalions and any suspension or abandonment has not exceeded one (t ) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnR. (4) No work of any manner shali be done that will change the naWral flow ofwater causing a drainage problem. (5) Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspecGon card before proceeding with successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approvai of, anyviolation ofthe provisions ofthe building codes orany ofher ordinance, law, rule orregulalion. Ail plan review is subject to field inspections. COMMENTS: Tl.Ct.n.# O co-o l 23 COMMUNITY DEVELOPMENT DEPARTMENT F W HE'T Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 O P Date: ~ o CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 50033 - (303-235-2855) C~~ORAO~ AFPLICATIUN Property Owner: eo014 l.(~G jP eVt aiV~ Property Address: -71 rpD (/i/ , -~(Q-f ~ tvr~ Phone: Conlractor License No.: ComPanY: C!'•l`,.iGt~ Phone: 'zA3 - qID - L9-40 OWNERICONiRACTOR SIGNANRE OF UNDERSTANDING AND ACaREEMENT Buildina De nt. Valuation Figure: $ 00 6W I hereby certify that the setback distances proposed by this permit appiiption are . accurate, and do not violate applicable ordinances, rules or regulations ofihe City of `IalUg:$ Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that i have read and agree to abide by all Permit Fee:$ condkions printed on this application and ttiat 1 assume full responsibility for p~~ Review Fee:$ compliance with the Wheat Ridge BuiMing Code (I.B.C) and all otherappliqble Wheat Ridge Ordinances, forwork underthis permiL Plans subjecl to field inspection. US T lt1NMFR1(f.nNTRAf:TORI SIGNED DATE TO♦,~~ ULL.$ Use of Space (descripUon): 6~4V ~a'~'h Description of work: Sq. FL aed "7211 2, I~F KA v ~ 4~ i bld~C ~ a rer, COMMENTS: ApprovaL• ~ Zoning: COMMENTS: Approval: WORKS COMMENTS_ Approval: DEPARTMENTCOMMENTS: Approval: BiTII,DING DEPARTMENT USE ONLY Waiis: Roof: l QUG l d Q?006 Stories: Residential Units: Electrical License No: Plumbing License No: Mechanicai Licens~ o: Company: ~T Company: ~O Company: ' ~ ~ Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approvai: (1) This pertnHwas issued in accordance wi[h the provisions setforth in yourapplication and is subjectto the laws of the State of Colorado and to the2oning Regulations and Building Codes of Wheat Ridge, Coloredo or any otherapplirable ordinances of the Ci[y. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (8) ihe building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new perm@ may be acquired for a fee of one-halfthe amount nortnalty required, provided no changes have been orwill be made in the original plans and speciFications and anysuspension orabandonment has not exceeded one (1) year. If changes have been or ifsuspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrac[or shatl notify the Building tnspector twenty-four (24) hours in advance for all inspedions and shall receive written approva4 on inspection carcd before proceeding with successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specfications shall not be construed to be a permit for, nor an approval of, anyviolation ofthe provisions ofthe building codes or any other ordinance, law, rule orregulation. All plan review is subject to field inspections. City of Wheat Ridge oF WHEqT.p Community Development Department Memorandum TO: Building Division FROM: Meredith Reckert SUBJECT: Plan #06-0123 DATE: August 28, 2006 In regard to the building permit application for 7980 W. 44th Avenue, I have reviewed the submitted plan set and have the following comments: 1. All signage must be by sepazate permit. 2. The wall signs shown on the plan, while not a part of this review, do not meet the standards ofArticle VII ofthe zoning and development code. Walls signs aze not pernutted on the sides of the structure. Wall signs must be appurtenant to a public street. 3. Footcandle readings at all property lines must be zero. 4. Please provided a copy of the joint access easement recorded at reception #2005115899 for the permit file. WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 800340507 303-403-5900 • FAX303-940-0350 • YYWW.WRFIRE.ORG Battista Design Group, P.C. August 22, 2006 10955 Westmoor Dr. Suite #400 Westininster, Co. 80021 Re: New construction "Car wash" 7980 West 44t'' Ave. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. • The driveway shall be of all weather construction and completed before combustible construction is to begin. • Required fire extinguishers shall be mounted in the service area of the mechanical room and the area of the main office. The size for the said extinguishers shall be a minimum 2A-40BC. • The site address sha11 be visible from the Wadsworth side of the construction site before and during any phases of construction. • Signs shall be posted along the driveway entrance to the east of the drive stating, "Fire Lane No Parking". These signs shall cover the entire length of this drive. • Bollards shall be installed for protection of the gas meter against cars. Additional bollards may be required for protection of the electrical meters. • Both the Gas main and the Electrical main shall be signed as such, with contrasting letters. • Emergency lighting sha11 be supplied in the car wash area and in the mechanical room.( Protection for power failure.) • A required fire extinguisher with a minimum rating of 2A-40BC, shall be within 10 feet of any "HOT WORK" operations. • Two means of access to the site shall be maintained at all times of conshuction. • Emergency phones shall be available at the conshuction site available for all workers. • An "Emergency Power OfP' switch shall be supplied for all equipment to be used in the carwash. • A required Knox Box shall be purchased and mounted close to the office entrance, with keys provided for the business to put in said box. • Fire alarm system shall be submitted for approval and permitting. • All fire hydrants servicing this site shall remain in service during all phases of construction. (Contact the Wheat Ridge Water District far servicing of hydrants.) • Ali approved plans shall remain onsite during construction. • Ail contractors shall be licensed and bonded according to City of Wheat Ridge requirements. • The Fire District shall be notified of any changes to the approved plans. • Coniractors shall keep clear all paths of egress, clear of construction vehicles at all times. Any questions regarding these requirements please contact me at the Fire District. R W Douglas J. Saba Fire Marshal Fire Code Inspector # 5083898-66 ) P.O. Box 68 Franktown, CO 80116 • Phone: 303.688.2150 . fax: 303.688.1295 . Email: cogeosciCrmi.net Linus Enterprises 942 Saint Andrews Lane Louisville, CO 80027 PRELIMINARY SUBSURFACE INVESTIGATION OF REPORT NO. 05-533 October 31, 2005 Reissued August 7, 2006 Geoscience & Design, Inc. Subsurface Investigation Linus En[erprises Colorado Geoscience and Design, Inc. Report No. 05-533 This report presents the results of the data obtained during the subsurtace investigation at 7980 WEST 44T" AVENUE, JEFFERSON COUNTY COLORADO. A field exploration program was conducted to obtain information on subsurface conditions to determine the type of foundation required, allowable bearing capacity, ground water conditions for the proposed structures, and provide pavement recommendations for the proposed parking lot and provide information for any geotechnical problems that may be encountered during and after construction. This report was prepared to summarize the data obtained and to present our recommendations and conclusions for the proposed structures and the pavement section for the proposed parking lot based on the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to the proposed structures and parking lot are included. Additional construction considerations with respect to a geotechnical viewpoint are contained herein. for this site. site is vacant. it is our understanding that a car wash is planned The general topography of the site slopes approximately 1% to the north. The vegetation at the site consists of native weeds and grasses. The weather was cool and clear at the time of the investigation. If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. Two (2) exploratory test holes were drilled for the proposed structures and two (2) bores were drilled for the proposed pavement section on October 14, 2005 at the site shown on the Location Map, Figure 1. The test holes were drilled with a four-inch (4") diameter auger advanced with a CME-45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Tabie 1. All soil samples were carefully observed in the field during the drilling operation. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. The samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content, dry density and grain size analysis were obtained from relatively undisturbed drive samples of typical soils. Swell-consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. The soils encountered at the site were generally uniform and consisted of fine-grained slightly clayey to very clayey, loose to dense, moist, rust to brown sand to 12 and 15 feet in 61 and B2 respectively, overlaying sandy moist to very moist, olive, gray and rust claystone and siltstone to 24 and 20 feet, the depth of B1 and B2, respectively. The soil is non-expansive when placed under a surcharge of 1000 psf. Ground water was not encountered at the time of the drilling operation. Based on our evaluation of the subsurface conditions, we recommend the proposed car wash be founded with continuous concrete footings. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1,500 pounds per square foot (DL +'/z LL) if the entire 2 The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of the Test Holes, Figure 2. Results of the laboratory-testing program are summarized in the Summary of Laboratory Testing, Table 1. Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 foundation bears on 2 feet of properly compacted site soil of structural fili material. (See "Placement of Structural Fill"). 2. No footing or pad shall bear upon topsoil or soils that contain organic material. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide. 4. The foundation walls shall be adequately reinforced and designed for an active horizontal pressure based on an equivalent fluid density of 45 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. 5. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. The bottom of the footings shail be a minimum of three feet (3') below final grade for frost protection. 6. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structurai settlement will be on the order of 1" and differentiai structural settlement will be on the order of YZ' Colorado Geoscience and Design also recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly installed perimeter and/or under slab drainage systems may also be considered as a way to mitigate changes in the water content of the indigenous soils. Because of expansive soils, swell test results are rated on the percentage of swell. The ratings are low (0 to less than 2 percent), moderate (2 to less than 4 percent), high (4 to less than 6 percent), and very high to critical swell potential (greater than 6 percent). See "Swell Potential Descriptions and Slab Performance Risk" chart, Figure 3. The swell potential of the indigenous soils at this site meet the criteria for no risk to low risk of slab=on-grade movement. Concrete slabs may be used for basement slabs, garage slabs, and all exterior surfaces placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. 3 soils comprised of inedium dense or dense granular materiai, or comprised of soft or stiff ciays with swell potential less than 1% under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 If the owner/builder elects to accept these risks and chooses to place a slab on grade, the foilowing design criteria must be followed: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. • The concrete slab shall float. That is that the concrete slab shall be structurally isolated from all foundations and shall be isolated from walls and penetrations by suitable expansion material not less than'/" thick. • The floating concrete slab shall be completely isolated from all utility lines. • Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab wili liave an area greater than 200 square feet nor a maximum dimension of 14'-0" in any direction without a control joint. • The concrete slab shall have properly placed steel reinforcement having area not less than 0.2% of the gross area of the concrete slab in each direction. • A minimum void of 3" shail be provided at the bottom of all non-bearing interior partitions. Drywall or paneling shall not be placed within 1 1/2" of the top surface of the slab to allow space for movement of the slab. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete siab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement • If a forced air furnace is used, a 2" fiexible connection should be installed between the furnace and the duct. structural fill placement is required, the following requirements shall be followed: 4 Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 OVER-EXCAVATION and COMPACTION We recommend each site be over-excavated 2 feet below the bottom of the proposed footings and pads. The zone of over-excavation should extend 2 feet out in all directions from the footprint of the foundation. The fill material shall consist of non- expansive soil free of deleterious material (organic, frozen of other unsuitable material) and rocks greater than 3" in diameter. Site soil may be utilized as structural fill material but must be approved by Colorado Geoscience and Design, Inc. An excavation observation shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify soil conditions and depth of excavation prior to the placement of the fill material. The fill material shouid be compacted in lifts not to exceed 8 inches after compaction, while maintaining a minimum of 95% of its maximum standard Proctor dry density (ASTM D-698). Non-cohesive soils (sand) shall be placed at t2% of the optimum moisture content and cohesive soils (clay) shall be placed at +3% to -1% of optimum moisture content. A Standard or Modified Proctor Curve (which ever is applicable) by Colorado Geoscience and Design, Inc. or an approved testing firm is required. Prior to the placement of the footings or the slab, a soil density test is required and shall be performed by a representative of Colorado Geoscience and Design, Inc. to verify the quality of the compacted soil. The fees for these tests are not included in the cost of the subsurface investigation. The backfill soil around the foundations should be moistened and well-compacted in 12- inch maximum lifts with hand operated mechanical' compaction equipment to prevent future settling. Controiled puddling of the backfill soils is not allowed. For proper drainage, a slope of 10% (1' in 10') away from the foundations in ali directions is required. This slope must be maintained for a minimum distance of 10'-0". The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Down spouts must discharge onto four-foot long concrete splash blocks or into metal gutter extensions to direct water away from the foundations 5 Expansive soils are not to be used as foundation backfill or for walis retaining more than 4 feet. Any soil disturbed or imported material adjacent to the foundation walls shall be re-compacted to a minimum of 85% of Standard Proctor Density, ASTM D-698. Backfill must be compacted by mechanical means. No water flooding techniques of any type should be used in the compaction of backfill. Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 Based on this subsurtace investigation, the proposed foundations appear to be technicaliy feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work wiil be required to obtain any Iocal and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was pertormed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services perFormed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. A pavement section is a layered system of subgrade and base course materials designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils and traffic loads. Soils are represented for pavement design purposes by means of a 6 Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 subgrade resilient modulus, which can be correlated to the Hveem Stabilometer (R- value) or CBR value, for flexible pavement design. Based on the results of the subsurFace investigation conducted by Colorado Geoscience and Design, Inc., and the design traffic load as noted in this report, a flexible asphalt pavement section consisting of 5.5 inches of full depth asphalt placed on scarified native soils is recommended for the proposed parking lot. Concrete Pavement: It would be advantageous to pave the trash dumpster areas, loading areas, and other areas of high turning stress or heavy traffic with a minimum of 6 inches of flexible asphalt or 6 inches of Portland cement concrete. In the event the Portland cement concrete is utilized, the concrete should have sawed or formed joints to a depth of one-fourth of the slab thickness at a maximum distance of 12 feet on centers. All concrete should be based on a design mix established by a qualified engineer. The concrete should have a minimum modulus of rupture of 650 pounds per square inch based on three-point loading. Generally, concrete with a 28- day compressive strength of 4,000 pounds per square inch should develop this modulus of rupture. The concrete should contain 6 sacks minimum of cement content per cubic yard, with air-entrainment of six percent and an allowable slump of 4 inches. The asphalt pavement shall consist of a bituminous plant mix composed of a mixture of aggregate and bituminous material, which meets the requirements of a job-mix formula established by a qualified engineer. Desiun Traffic: The "Colorado Department of Highways" and the "AASHTO Guide for Design of Pavement Structures" were used as guidelines for the pavement design at this site. The pavement section design for the parking lot was based on Local Residential classification. The recommended 18-Kip Equivalent Daily Load Application (EDLA) value for Local Commercial classification is thirty (30). EDLA and Design Traffic Numbers are considered equivalent units based on 20-year design criteria and an 18 kip axle load. A Serviceability Index of 2.5, an R-Value of 39 and a Structural Number of 2.1 were also utilized in the design of the pavement section (See accompanying Nomograph for Flexible Pavement and Interrelationship of Soil Classification and Bearing Values Chart). Subqrade Materials: Subgrade materials are generally the natural material or selected borrow materiai that serves as the foundation for the pavement structure. The subgrade materials consist of samples taken from the test holes located along the proposed pavement areas. Field exploration and laboratory testing conducted by Colorado Geoscience and Design, Inc. indicate the subgrade materials taken from the test hole located along the proposed 7 Subsurface Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 pavement areas consisted of fine-grained, clayey to very clayey, loose to medium dense, dry to moist, rust to brown sand. Water was not encountered at the time of drilling. One soil sample, P1 at 3', was slightly expansive in nature with swell potential of 0.7 per cent when placed under a surcharge of 150 psf. The laboratory testing was conducted in generai accordance with applicable ASTM and AASHTO specifications. The soils were classified in accordance with the Unified Soils Classification System (USCS), ASTM D-2487 and American Association of State Highway and Transportation Officials classification systems (AASHTO), AASHTO M- 145-73. Atterberg Limit test was conducted on P1 at 36 inches. These soils are classified as CL in accordance with the Unified Soils Classification System and as A-4 soils with Group Index of 0.01 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) classification system. The site soil is rated as good to fair soil for flexible the asphalt pavement subgrade and subbase. Subqrade Preparation: Based on the soils encountered during the subsurface investigation, we recommend the removal of a minimum of 6 inches of the organic topsoil. The subgrade material shall be scarified a minimum of 9" below grade prior to placing the pavement section. The scarified subgrade material shall be moisture treated to ±2 percent of the optimum moisture content and compacted with a heavily loaded pneumatic tired vehicle, or equivalent, to at least 95% of the maximum Standard Proctor dry density (ASTM D-698/AASHTO T-99) prior to placing the pavement section. Any areas that deform excessively under the wheel loads during compaction should be removed and replaced prior to paving. The primary cause of early pavement deterioration is water infiltration into the pavement system. In areas of subgrade with expansive clays, the increase of moisture usually results in significant heave and damage to the pavement. The moisture infiltration also causes soft yielding areas in the pavement subgrade and may result in pavement failures. The collection and diversion of subsurface water and surface drainage into the design drainage system is extremely important to satisfactory performance of the pavement. It is criticai that proper grading, backfill and compaction be performed so ponding and water infiltration does not occur. Surface water that is allowed to pond on asphalt s To ensure the quality of the compacted soil, a representative of this office should inspect the site during placement of the fill. Density tests shall be required to ensure proper compaction prior to the placement of the pavement section. Subsurtace Investigation Linus Enterprises Colorado Geoscience and Design, Inc. Report No. 05-533 pavements will cause premature pavement deterioration. The design of surface drainage should be carefully considered to remove all water from paved areas. Proper drainage design is an essential feature of the overall pavement design. The long-term performance of a pavement system is primarily a function of the maintenance performed throughout the life of the pavement. We recommend that a preventive maintenance program be performed through the design life of the pavement consisting of routine crack sealing, seal coats and/or thin overlays, in order to ensure satisfactory long-term performance of the pavement. The long-term performance of a pavement system will be greatly influenced by the proper backfill and compaction behind curb, gutter and sidewalk. In addition, the influence of construction traffic consisting of heavily loaded concrete, lumber and building material trucks can have a detrimental effect on the pavements. Such traffic should be minimized. This report has been prepared in accordance wfth generally accepted son and pavement engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory holes drilled at the locations indicated on the Log of the Test Holes. The nature and extent of variations between the exploratory holes may not become evident until construction begins. If during construction, soil, rock and groundwater conditions appear to be different from those described herein, this office should be advised at once so that reevaluation of the recommendations may be made. We recommend on-site materials testing of the pavement structure with a representative of the soil engineer. The swell potential of any particular site can change erratically both in lateral and vertical extent. Moisture changes also occur erratically, resuiting in conditions which cannot always be predicted. The recommendations presented in this report are based on the current state of the art criteria for pavement design. Performance of the pavement will depend on following the recommend'ations and in proper maintenance after construction is complete. As water is the main cause for volume change of soils, it is necessary that the changes in moisture content be kept to a minimum. Any distress noted in the pavements should be brought to the attention of a professional engineer, experienced in the analysis and design of pavement structures. 9 - ~ 9G M vl > . H Z ~ +L 2 N O ~ J ~ Q T~ U O W V L h m (~~-`t a " f Z O ~ = F ~ ~ s d uoi v.._ o N M Di iN 6 CL N~ aE oui NEJ3 pY tU99i c 2 TiEE ~ O yv_a AS>C~N 9~ O b 0 3 L NN~bi' t' S T tl rC d ii~ Oi C LC L O d N ~ d U N ~y wioa, °s~. a%i ~ ~na"L na 3 a C N 6 W D L U C U F G 4 p N y O ~ Z ` % O i t d ~ i Q m COJbtl3a ~ yN9 Od N O 2 ~ UGLO d'b4 ' O C `t ~ 4 O t L C d ' p ~ 6 ryd2a . ~ diY~JYd V~ N Oi~ C O N.9 ~ W pUCisai+ L `n y " w'Qtl3y~i ~ ~ a i,aaa a bU0 OdN I(7 9 4 ~ N N 0 d b S U OSNC;~~ 3[=ENS- ' c ,a o-+ a+ u ti m ~3LNyaQ GEE~T~ O i'Y* NNtl~ U N O U X U O o¢ a o c d a i=t' aL -y~ N dO d avaav L N W o z 0 J W I ~ t- r w a J J W O J O r ~ N W N z o ~ w r~ a a o a r ~ ~ J y O W O 2 li p N ~ 1 ~ ~ .J I PROJECT: Subsurface Investigation JOB NO: 05-533 Colora do Geoscience and Design, Inc. CLIENT: Linus Enterprises LOCATION: 7980 West 44th Avenue Log of Test Holes " DRILLING METHOD : 4 Continuous Flight Auger 0 ~ 2 0 Fine-grained sand, clayey, Fine-grained sand, slightly loose, dry, brown clayey to clayey, medium dense, moist, rusUbrown 8/72 10/12 Fine-grained sand, slightly 5 clayey to clayey, medium 5 dense, moist, rusUbrown Fine-grained sand, clayey, dense, moist, rusUbrown - 20/12 32172 10 10 Siltstone, sandy, moist, rust w/black streaks 30/12 15 Claystone, very moist, olive/ 15 gray/rust o -fDo L o Claystone, sandy, moist, S ~ gray 38/12 2o zo 5o/e 25 25 30 30 35 35 Notes: Where Applicable-- 1. x/y ind icates that "x" number of blows of a 140-pound hammer falling 30 a: i Indicates ground water encountered during the driliing opera tion. inches are required to drive a 2-inch diameter sampler "y" number of inches. b. ~ Indicates ground water encountered after 24 hours. ❑ C I di te l d f cavin 2. Indicates depth at which soil samples were taken. . _ _ n ca usa . c. I Indicates auger re g. s Figure 2 SWELL - CONSOLIDATION TESTS + SwelilConsolidation under +a pressure due ta wetting +6 J J 3 +4 U. y W +2 0 ^ 0 e ~ z Q F o -2 w Q U ~ J -4 W a - 0 - - Z -s 0 U 8 _ Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 Test Hole No. 1 Depth3' Soil_ Description: Fine-grained sand, clayey, loose dry, brown SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES NOTE: The representative percent swell values presented are not necessarily measured values; rather, they are a judgement of the sweil of the soil and bedrock profile likely to inffuence slab performance. JOB N0.05-533 PIGURE 3 Slab Performance Risk Category Representative Percent Swell (1000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 Very High <g SWELL - CONSOLIDATION TESTS Swell/Consolidation under ++8 pressure due to wetting +6 ~ J ~ +4 LL y M +2 o O ° 0 O N _ 4 'z W U ~ W J 4 0 a Z -s 0 U $ Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 est Hole No. 1 De th 8' Soil Descri tion: Fine- rained sand sli cla e/cla e, med dense, moist rusUbrow + Swell/Consolidation under +8 pressure due to wetting +6 J J W +4 ~ ~ LL ~ +2 0 O o z p r O w Q '2 t~ c w '3 ~ o a Z -6 O V -8 Water added to sample 100 300 1M 3M 5M 10M 20,000 Test Hole No. 1 Depth 14' Soil Description: Siltstone, sandv, moist, rust w/black streaks JOB N0.05-533 FIGURE 3 SWELL - CONSdLIDATION TESTS Sweli/Consolidation under ++8 pressure due to wetting J +6 J 3 +4 _ LL y it +2 0 O = z o o W a -z w ~ p a z -e 0 U _8 Water added to sample 100 300 1M 3M 5M 10M 20,000 28,000 Test Hole No. 1 Depth 24' Soil Description: Claystone sandv moist qray + Swell/Consolidation under +8 pressure due to wetting +6 J J 3 +a LL U) o: +2 o O ° z 0 H Q W Q 'Z W ~ o 0. y y -6 _ O Q Water added to sample 100 300 1M 3M 5M 10M 20,000 Test Hole No. 2 Depth 9' Soil Description: Fine-qrained sand ciavev dense moist rustlbrown JOB N0.05-533 FIGURE 3 SWELL - CONSOLIDATION TES75 Swell/ConsVidation under ++a pressure ue to wetting ~ +6 -.i W +4 ~ u, y O IX +z :M1 ~ Z 0 0 W Q -2 W p ~ a a -e 0 U _8 Water added to sample 100 300 1 M 3M 5M 10M 20,000 28,000 Test Hole No. 2 Depth 19' Soil Description: CIa stone very moist olive/qray/rust JOB NO.05-533 FIGURE 3 W J m Q F- O a A Q w U ~ C a o a V N C 3 0 ~ d ro 3: m m r ~ N d ~ a a M N ~ E o 7 Z a O 7 ~ v ~ y r i F c 'tf~?~- ' ,9ni~~ X~N ? 1~ 5 C ~ .u~iti~5 f" a UI t~ t M ' O - ~ 4 F~j Kiw,..~ E ~ r' g ~ l N 1 t M - Elx~ .~.r ' ~~'~Y - . N 5 * ~ E o fa q. . R N-Z O 4 E~ ~ m r' a , ~ ~ ; ~ (n s+~aS L ' ~ y T E y"~ ^aYYP E 0i Fm . KC, ~ . . N (n C d E~T1 " m aO 3 N ~'v.i WR ' LL E LL. 0 N o' Ln ~ } eo $ ~ 'q N ~ .z~ N r$c5 4~ ~ ~ ~~rf e , z ' P . ~ ~:Z~i k x5 ~ o " ta " • q o ~pj; N ,.~:.3 ~ ~dt ~fxmf~ Lq 3 e ~ 't o ~ a t~ w K c p m 0 Nx A . ??4G` ~ ' V ~~:a t q ,,.r~~3 i N N , °a E 2 ~ HN m N ~ ~ tt M r OI 7 ✓!~~r ~ ~i ; ~ , ' sF C ~ N Lo O ' C \ e EL N ~4~ co N co ~ co F• ~ ~ ~ vix q~r ~*3'_yuli }',i ~ j rr sr € ~5t ~ R ar y 0 v co ~ 0 O V y~~~},~~ B~4 ' P t!• " -a~sa ?e t~_ N o Z r-.ih ;E t N ° _ U ~ y W ❑ ❑ Q W U 2 w U y O C7 O ~ K 0 0 U PROJECT: Subsurtace Investigation JOB NO: 05-533P Colorado Geoscience and Design, Inc. CLIENT: Linus Enterprises Log of Test Holes LocarioN: 7980 wesc aatn avenue DRILLING METHOD: 4" Continuous Fliqht Auqer 0 Fine-grained sand, clayey to Fine-grained sand, clayey, 0 very clayey, medium dense, loose, dry/moist, rusUbrown 6112 ir6o dry/moist, rusU brawn 2.5 5 7.5 ~ d LL L Q N ~ 10 12.5 15 17.5 Notes: 1. YJy indicates that "x" number of blows of a 140-pound hammer falling 30 inches are required to drive a 2-inch diameter sampler "y" number of inches. 2. 11 indicates depth at which soil samples were taken. 2.5 I 5 7.5 0 m a S T N N 10 12.5 15 17.5 Where Applicable--- a: i Indicates ground water encountered during the drilling operation. b. ~ Indicates ground water encountered after 24 hours. c. I Indicates auger refusal. d. __C_ Indicates caving. Figure 2 SWELL - CONSOLIDA710N TESTS + Sweli/Consolidafion uniier +8 pressure due to wetting + 6 J ~ +4 LL C) y M + 2 O ° Z 0 F o W Q - Z V a W 4 p - a z -s O V -8 Water added to sample 100 125 150 300 450 SM 10M 20,000 28,000 Test H ole No.1 Depth 1 Soil Description Fine-grained sand clayey/very clayey,med.dense,dry/moist,rustlbrn SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES NOTE: The representative percent swell values presented are not necessarily measured values; rather, they are a judgement of the swell of the soii and bedrock profle likely to i nfluence slab performance. JOB N0.05-533 FIGURE 3 Slab Performance Risk Category Representative Percent Sweli (1000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 Hi9h 4 to <6 Very High <6 SWELL - CONSOLIDATION TESTS + SwelllConsolidation under +8 pressure due ta wett ing J +6 J ~ +4 U. y 0 M +2 - O = 0 0 _ w a -Z w ~ p a z -6 O ~ -s Water added to sample 100 125 150 300 450 5M 10M 20,000 28,000 Test Hole No.1 Depth 3' Soil Description: Fine-qrained sand clayev/vervclavey med dense drv/moist rusUbrn + Swell/Consolidation under +8 pressure due to wetting +6 J J w +4 - LL ~ 0 te +Z I I I 0 ° 0 0 F - '2 W Q W ~ ~ 0 a Z -6 O U _8 Water added to sampie 100 125 150 300 450 5M 10M 20,000 Test Hole No.1 Depth 5' Soil Description: Fine-qrained sand clayev/ve clavev med dense drv/moist rust/brn JOB N0.05-533 FIGURE 3 SWELL - CONSOLIDATION TESTS + SweII/Consolidation under +8 pressure due ta wetting J +6 .a ~ +4 LL y d ~ +p O Z 0 ~ O w a 'z ~ w ~ o a z -s O V -8 Water added ta sample 100 125 150 300 450 5M 10M 20,000 28,000 Test Wole No. 2 Depth 1' Soil Description: Fine-qrained sand cla e loose dry/moist rust/brown + SwelUConsolidation under +8 pressure due to wetting J +6 -j ~ +4 W U) 0 W +2 0 ^ e v Z ~ ~ o -2 w Q G 0 1 4 W 0 a z -s O v -s Water added to sampie - - - t I L - - - - - 100 125 150 300 450 5M 10M 20,000 Test Hole No. 2 Depth 3' Soil Description: Fine-qrained sand clayey, loose drylmoist rust/brown JOB NO.05-533 FIGURE 3 SWELL - CONSOLIDATION TESTS Swell/Consoiidation under ++8 pressure due to wetting +6 J J +4 LL y ~ ~y +2 O ~ ~ ~ - - F _ W B -2 U a 41 W J 4 a 0 z -s 0 v -a Water added to sample 100 125 150 300 450 5M 10M 20,000 28,000 Test Hole No. 2 Depth 5' Soil Description: Fine-qrained sand clayey, loose dry/moist rust/brown JOB N0.05-533 FIGURE 3 W J m Q H O m O a U a ~ W ~ a ° U ~ o ~ m ~ d ti 7 N N ~ ~ ~ a L d ~ a E ~ Z ~ 0 7 S z n~ d tu~- N' s N N'; C II.4 C : 2 J z N ' ~ J 2 g L N ~ ~UL N y :a E ~ J: . 3, ° ~ w,+. E a; a ~F ~ [ T N N ~ xQt, ' i i~N# ~ ~ " y = , s . T T ~.1 s T , ~ 3 ~13 h ~.e U C (,j ~C• U ~ 'P~ U , ~ Y 'F ~t~ C ~F = N N T~+`R: l1 'O LL IL m ~ y"~•~t~S: m y a E' o ~ N . M N N u ~ ihr o E N ~ fiL'-i N R r N s ~ +k„i~i~¢ N a- v E ro ~ z M ~ M ~ 0 : N r O CO ~ ~ y a ~ ~ZS: rvi'a .iGk d M lit~ LO " v G d ' 5•.. - O ~r*''` ~u+t= ~4rb o U Z Z LD y w 0 0 Z Q U Z W U O 0 O ~ ~ O 0 0 Atterberg Limits Determination Data Sheet Colorado Geoscience and Design, Inc. P.O. Box 68, Franktown, CO 80176 Phone: 688-2750 Project: Percolation Test Job No: 05-533 Location of Project: 7980 West 44'" County: Jefferson Sample: 3' Description of Soil: Sand clayey, moist brown Depth of Sample: 3' restea by: AH Date: 1028.05 I iniiirl I imit Ila4arminaYinn Can no. J M T Mass of wet soil + can 16.42 16.37 16.09 Mass of dry soil + can 16.07 15.91 15.64 Mass of can 13.62 13.46 13.44 Mass of dry soil 2.8 2.91 2.65 Mass of moisture 35 .46 .45 Water content, w% 14.29 18.78 20.45 No. of blows N Penetration D, mm 47 28 18 0 3 zo C ~ c O 1e U L ~ 16 ~ 14 1 No, of blows, N ~Inc.~:n 1 imi~ Iln4nrmin~4inn Flow index F, _ Liquid limit = 18.8 Plastic limit = 15.3 Plasticity index IP = CL A-24 to A-4, Fair Can no. A XX Mass of wet soil + can 17.5 16.49 Mass of dry soil + can 16.98 16.11 Mass of can 13.64 13.59 Mass of dry soil 3.86 2.9 Mass of moisture .52 .38 Water content, w% = wP 15.57 15.08 • n 1s 9n 95 30 40 50 60 80 100 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 September 18, 2006 Mr. James T. Jones, P.E. & P.L.S. Jones Engineering Assoc., Inc. 2329 West Main Street, Suite 105 Littleton, Colorado 80120 Re: Third Review Comments of the Final Drainage Report and the Final Crrading and Erosion Control Plan for the Keosk Car Wash located at 7980 West 44~' Avenue, Wheat Ridge, CO 80033. Deaz Mr. Jones, I have completed the third review of the above referenced documents received on September 15, 2006 and this letter is to inform you that the Final Drainage Report and Civil Conshucrion Plans for the above referenced development have been reviewed and are hereby approved for consiruction. Please be awaze of the following items regarding the construction of the project: 1. Grading and Erosion Control The erosion control for the project shall be placed in conformance with the Erosion Control Plan as approved by the City of Wheat Ridge prior to the commencement of any grading acrivities, and maintained as needed during the course of construction. Please be advised that additional erosion control measures may be required if deemed necessary by the City Inspector. 2. Drainage Certification Required Prior to C.O. Upon complefion of the grading and any site drainage facilifles, the Engineer-of-Record Mr. James T. Jones, P.E. & P.L.S., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the grading and drainage faciliries were completed per the approved civil construction documents, and that the site has been accurately surveyed to confirm that the site grading and the construction of all drainage facilifies was completed and shall funcrion in accordance with these documents. Per Secrion 26-412-H of the Municipal Code of Laws, the Drainage Certificafion Letter shall be submitted along with a copy of As-Built Plans for the site prior to issuance of the Certificate of Occupancy. 3. Public Improvement Restoration/Debris Tracldng It will be the responsibility of the of the contractor for the project to repair any damage to the exisring public improvements along 44'" Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintauilng 44`h Avenue on a regular basis such that it remains free of construction debris and tracking from construction kaffic accessing the site. 4. Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be conshucted within the public Right-of-Way. (SEE ATTACHED MATERIAL SANIPLING & TESTING REQUIREMENTS) 5. Right-of-Way Construction Permit(s)/Licensing Prior to construction of any improvements lying within the public right-of-way, the necessary Right-of- Way Construction Permit(s) and respecrive licensing will need to be submitted for processing by the City. Right-of-Way Construction Perxnits aze issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Contro] Plan, and easement or ROW dedications. A detailed descriprion of the work to be completed within the Right- of-Way and a Traffic Control Plan shall be submitted for review and approval prior to the issuance of the ROW Construction Pernut(s). 6. 2-Year Warranty Period for Public Improvements Per the City of Wheat Ridge Permit Testing and Inspecrion Requirements, the Contractor shall warrant all work performed within the public right-of-way for a period of two (2) years, commencing upon complerion of all public improvements and final acceptance by the City Inspector. Prior to the expiration of said 2-year Wananty Period, if the City Inspector deems that the constructed public improvements are in such condifion as to require repairs or replacement, the Contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. 7. Application for Minor Grading/Fill Permit Prior to the commencement of any onsite grading, an Application for Minor Grading/Landfill Permit, along with the fees due will need to be submitted for review and approval. If you have any questions, please contact me at 303.235.2864. Sincerely, ~~~a.-~- David F. Brossman, P.L.S. Development Review Engineer XC: Steve Nguyen, Division Manager Travis Crane, Planner Russ Higgins, Field Services Supervisor File Keosk Caz Wash (7980 W44th Ave) - approvalltr.doc CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIRENiENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, ali referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQLJIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and tes6ng equipment shall be serviceable and haue current calibrated certiflcations. Soil classificarions and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspectar with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required far any fracrion of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specificarions for Road and Bridge Construction. 3 Keosk Caz W ash (7980 W44th Ave) - approvalltr.doc Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classificarion), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASATO T99 1 per import material source By soil or materials type Embanlanent in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedures loose lift classificarion, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classificarion, Secrion 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 inch Minimum density per soil Colorado Procedures vertical interval Classificafion, Section 203.07 Agg-egate base course in-place 1 per 250 feet per lane Minimum 95% of maxunum density, Colorado Procedures Density, T180 Lime treated subgade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specificarions of asphalt content and gradarion Approved mix design, binder PG 64-22 Hot Bituminous Pavement in place 1 per 100 tons 92-96% of masimum density, T209 density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, siructural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yuds PCC pavement, sh-uctural AASHTO Procedures Concrete, sidewalks and curbing Keosk Car Wuh (7980 W44th Ave) - approval.ltr.doc 0E(27l2066 21:25 3032796562 After recording, ptease reharn to: ~ Kuhn Law, P.C. One Union Squaze. 143 Union Bouievard susce 770 Lakewood, Colorado 80228 JDHN SAUER PAaE 02I12 a6 - $P6 ~ 2Qfl5i15849 EASE 1111712005 10c10:18 AM 11 aage<s> defferson Caunty, Colarado (Space atxove this line for recorders use on8y) CROSS ACCESS EASEivgFlY'L' AGiLEEMIEIV'I' Coiorado timited lia6itity company ("RBaC") whose addxess is 7$00 West 38'" Avenue, Wheat Ridge, Colazada 84033 and 64t.AUL ['ROPERTY, I_LC, a(:olorado timited tiabitity company ("i'Rraal") whose address is c/o ChgrSes M. Grau.1., 3504 Laurel Avenue, MatxhaYtan Seach, Califocnia 00266. THIS CFtOSS ACCESS EASIEMENT AGItEEMENT (tha "Access AgreemenY") is ~ uzade as of this I4,day of Novecnber, 2005 by and batween R Bi C F.N`I'EEItPRiSES, LLC, a 12ECiTALS A. C;raut is the fea siazple awnes af rhe reaF property legally descr-lbed in Bxhibit A attached Ixereto ("P'arce[ A"}. B, R&C is the.fee sitnple owner ef the adjae.ent real property tegally descrikred in Exliibz# F3, attached hexeta {'°Farce! ti"). C. Graul desires to grant to f2c$C a non-exclusive easement far access, ingress and egress across ihat certain paroel Qi'rea.l graperey depicted as "Easement A" on Exhibit C. D, R&C desires to grani te -cirau? a non-exclusive easement fos access, ingress aaad egre.^>s across that sertain parceE of real prcperip• depicxed as "Easement B" on Exhibze C. E. The EasesneEZt Parcets are subject to existing utilzty easemenis and easemenu of cecoxd, as may be amended aad supplemanted froan ticne-toaime. F. CrravS and R&C ace desi*ous tixat ihe obligations and lzabilities for repaSr and maintenanae be esta6fished for the Easesnerrt Pareels and that eurreat and future awners of Parcel A and Parcel B; xespective(y, and their suecessots and assignees sUall be bound tu peaform said obtiga€%ons set fonh Iiere[n, on the conditiosas set tprth herein, f N\ NnW '6Z[EREiF4RE in cotasideraEion ef the aiaove recitais and ather good and yaiuable cQnsidecation the receipt and adequacy aec heret+y a4knowledged the pan'ses hereto agree as Coltews: 0612712006 21:25 303279E3E2 JOHN BAUER FA6E 53/12 1. Definicions. (a) "~'~aseroent Pazcel" shali mean that portion of lanB contained an EasexneQt A and C+aseanent B as depicted on Exhibit C. ~ (b) "Inv'atees" sha11 mean any employea, concessionaire, tenaz-,t, licensee, invifee, ecntractor, agent or guest, as appiicabie, of ary Owner. (c) "t}wnez-(s)" shail nzeazk any ownexs of a zea simpie real estate 'snteresl isa any pcsftion of either (or both) Parcel A and/or Farcel B. There can be mu&tiple Owners of eSzher Parcel A or Parce3 B. No Invixeas shait havc any rig4i5 of an "Owner" hcreunder unless siach tnvatee, as defined herein, is otherwzse an t3wner. {d} "I'arce9 A" shall rneare the real property descriBed in Exhihit A. (e) "Parce) FA" shall mean the real property descriFaed in Exhibit H. (f) "Parcel A 4wner" menns any Owner of any portzon o£ Parcel A. (g) "ParceF B l3wner" aneans any f}wmer of any postion of Parcel B. 2. Gcant. {a} For the beneftt of R&C and Rc@C's successars, assigns snd transferees, Graul hereby grants R&C, in respect to the property dcscritred above, a non-exctiLsive cross access driveway easemene far autamohi4es and othes motox whactes (Easamant A), a5 described and depicted herein and on Exhibit C. (b) For ±he benefit of CyrauE, and i'irauPs successo:s, assigns and uansferees, R&C` hareby erants Csraul, in respecc of ciie propezty descsibed sbove, a nan-exe(usive cross access driveway easeroent For automobites and otlxer motor vehiclas (Easemsnt B), as described and depic2ecE herein antf on ExhibiE C. (c) JR&C and firaul each resexve the ±i'glat to use and occupy ttae anea of 8he Easement Parce(s for any purposes which will not interfcre with or endanger ihe othex dwner's use permitted hereunder. 3. Temvorazv Ctosum. Upore fiv€ (5) business days wTitten notice to the othca Owner(s), aaxy Owner iray temporarzty closc or impede its pnrtinn of the Easement F'ameis: {a} for a reasonrabls period of tiTrae di3ring any period nf cvnstructaon on its Easemenx Parcel, prrzvaded that the Ownez seeking S1x ctosure or impedizrtenY shall use aal a-easonable msans necessary to miaimize the effect of the closure ar irzbped'aroeni Qn ihe othee Owner(s); ar (6) at othez times t•easonably aecessary for Ehe purpose ofavaicling any ciaim fo.c adverse passeesion, preseription, os public easement or public right-of.-cvny. Tat no event rttay an Qwner elose or impede the other Owwnee's portion of the Easemeni: Parcals wafihout tl:e prlor Lvritten cansent of the af£ected O-wnes. No prior n2tice shall be requzred in the event of a nona fide erraergency; hawever; afl commeroially reasonabte efforts shadl be utilxzed to initigate any adverse impacf on €E?e pwners and their [nvziees. 2 06I27I2006 21:25 3032796962 JOHN BAUER °AaE 04112 4. Utilities. Subject to existing easetnents; Parcel Ii Owner and Parcel B[)wner agree to grant, and/ec cansent to, as appEicabte, upon receipt of wFitten request, such additional utitity easers7ents across the Easement Parcel as Parcel A pwmer; Parcel B Owner, or such utzlity comparcy may request fraGn time to tSme. AFy utility eascxnent shalt provide that arsy damage Eo ~ the Easement patcel shail be repaired by suvh utitiYy company or che Qwner af tSte respeciive benefited parcet, 5. Author`stv. R&C and Graul each ,represent ko ihe other Rhat each respectively has all rig6x, title and auihority io execuie this Access Agmemerat. 6. Construction of Gurb Cut. GeauF and R,YC each acknowledge and agree thai Shc other is auxxens3y in the process of seEling thear respective Pareeis, azsd that in connection with site plan approval fox the purchaser ot' Parcel B, the City of Wheat Ridge has approved a 35 foot curb cut to be constructed beevreen Parcel A and Paree! B, K&L' and Grau1 acknowledge and agree that ihis Access Agreemeni. is necesssxy to satisfy €he site pian approval requiresslents of the City of Wheat Ridge foa the deveicapment of both Parcel A and Parcel B by tlae xespective purchasers thereof. R&C far itsetf atzd any Parcel H Owner herehy acknawledges and agrees that in connection with the develaguraent of Parcel B, che constniction oi the shared carb cut shall be at Parcel B L?svmer's sole cosE and expen.se. Said curb cut shali extend a minimum of 17.5 faet on e[thec szde of the !o[ line Uecween Parcel A and Parcel H. Nottvithstanding the faregoiczg, if the sale of Parcel B to xhe currezat purchasec, Linus Enterprsses, 1,T.C, shalt not clnse for any reason, F2&C agrees t6at it wilI execute snd de7?ver d4 Parcel A Owner an amendment to this Access Agreement extending the curb cut and Fasement Farsel to 45 feet if such wldth is required by Lhe C;ty of Wheat Ridge in. connestion with any subsequent developmcni. Mainte»ance. (a) Except as set fOr*_h ir, Section 7(b) befow, each Owner s6at1 ac its oum cosz anc4 expense, be responsible ta maintain, or cause to ix mainainecf, such Oumer's portian of the Easaxn.ent Parcei in a szghtty, safe condieian and good staze of repair. The Easement Parcel shall be sepaired ar replaced with materials at least equal ?o the qual'zty u£the materials being repazred or teplacec4. "I'he maintenance and repair obtigation shall inclade but not be limziad to the foltowing: (i) Surfaces. MaEiataining alE pavett surfaces and curbs. (ii) I3ebris and Refuse. Periocisc removal af a!I papers, debrzs, fitth, refuse, ice and snow (Z" on surTace), tQ the exreixt necessaTy ta keep the Easement Parcel in a clean ancd ordea-ly conditaon. (iii) ObsVUCtioEis. Keeping the L-.asement Parcel free fxom any obstcuctinns, unless such obstrvction is permitted uszder the provisiflns of ilxis Access Agreement. (b) R&G agrees or behalf of itself and any other Parcel B(3wner, chat cemraencing upon the completian af khe pavement, lanciscaping, and zmpravemezets ihrouglx zhe date af sade of Pancel A by ['Traui, the Parcel IIO,uiaer will maintaen Easemeast B at its snle eosc and expense. Gcaut agrees on beha?f of izself aiid sny other Parcel A Owner that sommenczng upon the siaee of sale of Parcel A by Graui xhrough the co.mpletioae of che pavemenY, lan3scaping and i-npravemants on Parcei A, ihe Parcel AO.vner shaEt pay to the Parcel $ Owner one-half of 66(27I2006 21:25 303279E962 JDHN BAUER PAGE 05/12 a!I nxaintenance and repair costs fox Easament A promptly upen receipt by Parcei B Qivzrer of an 3nvoioe for a11 maintenance and repaar items_ The costs of maintenance witl iaclude an amount payabie to Farcel B Owner in the amount of i(Y~~o ef the out-of-pockez costs and expenses for supervising such mainteoance and repair. In no event wili FarceE A Owner allow the use of Easement A, hv construction vetuclcs or heavv equipment o£ anv kind. Upan Yhe compleiion of Yhe pa,vement, tandscap'sng and imgrovesnents on Pazcel A, each f arcel Owner wilt chereaflec maintain izs ovm portion of the Essemercz Parcel as provided zn Seezion 7{a} aboae. 8. Damaee to Easement Farcels; Indemnitv. Any s3amage to the Easement Parcels caused hy either Parcei Owner or its Invitees shalt be psoxnptly repaired by that Farcel Oumer at zts sole expense. IJpon afaiiura of aPascek Owner to promptly repair damage ta tEae Easeanent Paccels as required by this section, the oeher Parcel Owner anay do so in aceordance wsth Section 9 below. Each Owner (tYee "Indeninifying Uwner') sliell indemnify and hold ham-sless the other Owner (the "Indemnifiec4 Owner"), its anembers, managexs auid agetzts Fmm and against ainy and atI liabi[ity, Eoss, damage, costs anci expcnses (including rca.sonable attarneys' fees) for znjury to any person or death or property damage azising out at or resulting Erorrs !he Indemnifying Owner and its Invitees' use of tlae F.asement Parcel, except for aoy snch tiability, ioss> damage, costs and expenses artsing in whole or zn part €rorex' ?he nagligent aczs o€ zlie Inciemnified Owner er its Invitees. 9. Performance i?efaulE. If an Owner faits tn perform any abligation hereundeF, then any oiher Ovaner in add`xtion to any attier rights or remedies af lasv or in eqnSty, shaPl laave the right, but not ttre obligation, to gerform same upon chirty (30) da}=s gr;or wri[ten natice to each Owner providect thak such obligation is noi otherwise eured witkain the thirty (30) day cure period. The defaulting Owner shatl reimbuzse sucli other Owner foz all reasonable cos?s and expenses, inciuding reasonabie attonaeys° fees and an amount equal ta IQ"/o of the out-af pocket mazntenanee costs for supervising such maintenance, ancuzred in performing same. Each Owner shatt pay their share in accordance with Section 10. 10. Default for Non-Paymetit. Any Owner shaii be in de£ault af its monetary o61'sgateons hereuttdes i£ it has not paid zhe amount due wichin thirry (30) days of reeeipt of a xvritten demand therefor aceompanied by an itemized inv4ice for the sanae_ Ff any paymeni obiigation is not satSsfied within dairty (30) days as set forkh above, znteresf shail acctue on sueh aznounE at the rate of eighteen pexcent (I8%} per annnm froni the daie due unt'sl paid; Furthecmore a Iace clnazga shall alsa be due af five percemt (5%) of the amount due. The obl4gation of an Q?winer to rraake payments fiereunder shall be a recourse ohligation of such Owner, hoyvever ne Owner shat] haue any iiability For payments accnaing prior to or svbsequent to &he period a£such Owner's fee Sncemsc awnership an das applicable Parce[, r,or if there is snore than one Owner of a Pasce4, no Owner shall be liabSe for more 21ian 4ts ailocaYed share af snch payments, as more part3GUiasty seE fazth above. 11. L_ iM. kn addition to and not an linzitation af eny right ar rexnedy of any Owner £or a defavtt of any oYher Owner, if any Owner has slefaulted in any pa,yanent obligatzon hereuatdex then the Qwmer(s) to which such paysnent is due shail hauc a 1"sen in the amount of ieha suan diLc together with interest, late eharges, and masonabie at:orneys' £ees and casts on the defaulsijag Owner's intesest in Pazcea A or Parr:e! B; as applicab[e and sha31 have tlze rights £o foreclese ssch lien pursuant to spplicab3z law. If a lien is fiied pursuant to the terens herea£, such . 06J27t2006 21:25 3032796962 SOHN SAUEP__.... PAGE 0E:12 Iien shall be suhardinate anly to any third pariy, non-affilzated first mortgage or first deed of trust issued by any 3eader. 12. Disnutes. Disputes regarfliag any aspect of chis Access Rgreement shali be r,_ xescsived by arbiFtation according ta such nales as may be agreed upon by the Owners, or failing agreement within ihirtv (30) c3ays atiex arhitratinn is demanded, in accordance with the Comznercial Arb'tcration Ituies of th.e American Arbitcateon Asscaciatian in affect on ttze date of ihe dispute. "t'his dispute resolution provisio[t shalt not re,quire that the parties use the Annetican Arbitrataon Assaciation, it being undecskaod that alte[atative dispute resolution may be used. A1E paxiies to the dispute shall attend and pastic3pate in, and shatl he bonnd by the results of, the arbiiration pcoeeeding. The nan-prevaiting part,y shall beaz- all eosts and expenses of the azbacraYion, in;cluding without [imitation the prevailing party°s seasonabke attomeys' and experts` fees and costs in preparing for, panticipating in and enPozcing this arbitratioa provtsemn or any award or other reiief rQSUlting from arbitration. The arbitrator shal4 have no power to vary or mod'sfy w-xy ssf itce terms of ihis Agreemezzt and his or her }urisdiction shail be limited accordingly. "d'he arbattaiiozs award shall be in weiting, and shatl contain conctusions of iaw and find'angs af fact. .6udgment upon the award may he eaaterPd in any couR having jtuisdiet'son. I3_ •sto eis. "fhe 03vners agree to reasonably cooperaFe wiih each othex and execute such additional docuanenis as any 4wner may xeasonabiy request from time to tims in conjuciczion herewith, inalud'ang escoppel cerzificates. 14. Entixe Aereement and Appticabie . 'I'his Access Agreement and exhibits sepresent the enzirc agreement of the parties, This Access Agreemenr sbati be governed by CoEorado iaw. 15. Attorneys` Fees. In the event nf any Qispute hereunder ihst is aot resaiveci bY $ectian 12 above, the peevailing party zn such dispute shs?I ba awarded ics attorneys' fees and costs from the non-pxevailing party. 10, Additiflnal Documents. Parcel fir. Qwnex and Pazcai B f3wner agree to execute sueh add'ational docaments as reasonaUly requesteci by the ozhar to e£fectuate the purpose and itttent of this Access Agreement, specificatly, the parties agree to execute and record an amendmenY ta Exhibit C of ihis A ccess Agreemexai as descrided in Section 6 hexeof. 77. Na BartnershSo Joint Vennue OP DSdic3tioA. None of UiE Eeims or prqvi5iOn5 Of th±s Accass Agzeement shatf be deamed to create a pastnership between zhe pacties in their respeotive bsasiinesses or otheru+isc, nor shail it cause them to be cansidered joint ventFU'ers or Yxtembe:s of any joint enlerpeise, This Access Agreement is noi intended, nor shall 'st be constrxeed, to create any fhird party benefaciary rights in any person wha is not a patty uttless expressty otherwise provided herein. Notbing harei.n contained sha49 be deemed tcx be a gift or dedicatian of arty portian of Parcel fi or Parcei 13 ta the gencral public, it beiag the intention and undarstanding of the paxtaes shat zhe Recigrocal Easement and sigiats granted hexeb}• shall be limited ta aatd for €he purposes herein specified_ I8. Notioes. Any notice to be given heceunder shaii be maiied ky certiized niaid, persoiiaSiy €fleiivered, or delivered by sonfirmed interstez or receipted avernight courier at the 5 06/27J2006 21:25 3032796962 JDHN BAUER PAGE 07112 address for each Owner set forth in the preambfe of this Access Agreement. Each Owner agrees ia provade the qthex Owmer wi16 s current address. tf no such acidress is provided then notice to last icnown address shali be deemed va(id nocice. 14. Liabiiitv. No Owner shalt have any tiabzlity flr obtigalion hereunder except for obligations and liabiliYies ariszng os accruing dnring nts periad of ownership of its respective ~ n parcel. No Owner shali be liable for acts oc ofnissions oFprior or suceessar Qwner(s) . ~-X. 20. Runs sviTh Land. This Access Agreemenc shall run with the land, be bznding upon success4rs and assigns nf the parties, and may not be amended except in wrziti[eg ssgned by Lhe Owness. [Signatures on Foltawing Fage] 6 06127/2606 21:25 3032796562 JOHN SAUER FAaE 02/12 IN 4VITNE5S WIiEREQF> the parties hereto have executed this Access Agxeement on 4ae date and yeae first above wtitten. FZ&Ce ~ R&C Enterprises, LLC , a C.'.o►orado limsced t'sabzlity company By: ~aTne: t TitW ssA TE QF coz,oxR.Do ) CITY AI+ID CQI1IdTY OF DENVERj The £oregoing znsuvment uras acknowledgcd before me bY l.tharlea 13. !t'nchn,n , as AA0aher n£ R&C Enterprises, LLC, a Calorado limited fiability company, this &_t day of A(gyPn[1er , 2005. My coznmission expites: L.~Xl . ~e......,.~-... A a......., _ ~ ; BC?BBtE ZEL1FP ; Notary ° NOTARY PU6LIC o ' ~ S7ATE bF CQLORAQO i G RAULe ~~my f.ommissonlEx mres July 5. 2DG9 GT&ttI PIOp2C[}ry L1..C a Ce4orado limited iiabiliip company Ad [3y.- *1i a~ne>Tit3eSTATE OP CALIFORNIA The foregoing instrument was acScnovdtedged tefare me by/I'f. GtA'j ,this t b-K, day af Av~yw; 2005. My commission expzres; ~ • ~ pA74N JOHN t1NPF~'NESiAtd tAOTN~Y PU641C' CAt1FOANIA a ~pMMiS910N f TBt442U ~4t8i~' . YI' WS ANGEtfS C~Ott ~N. 21A6 k1Y~"Amm. EkP.1wQ. 06/27/2006 21:25 3032796962 JOHPd BAUER PAGE 09f12 F_XI-RI3IT A Farcel A LOT 3, CI'dARLES GRAUL JR. MiNOR SUBDIVISBORI, ACC(?RD1NG TO TI-IE PLAT TI-IEF2EOF RF.CORD6D DBCBMBER 31,10,85 UNDEI2 RECEPTION NO. 85126408 COUNTY C3F JEFFERSON, STATE OF C4JLORAAO. ~ 06I27I2606 21:25 3032796962 JOHN BAJER PpGE 10/12 EXHTB[T 8 Parcel I3 LO"F 4, ~ CI3ARLES GRAUZ. J]'s. MIAIOR SUSDNISION, ACCLIRI)[NG TO TFiE PLAT T'HEREC?F RECORL?ED I7E.CEMBER 31, 19$5 UNl3ER RECEPTIQPd I30. 85126408, COUNTY OF JBPFERSOi3, STATE OF COLOIZAD(D. ' 06127J2006 21:25 3032796962 JOHN BAUER PFGE 11/12 EXF-IISIT C Fiasement ParrzE iV 06f271200E 21:25 3032796962 trv C~ ~ a t i ~ t- dJ? ~ C) ~ ~ ~ ~ e r ~ S f e E i ( d e ~ 0 9 ~ f F ~ I 9 ' t f ! 1 ! s° E ~ ~ ~ ~ ~ W 4~~~ ~VE I ~ ~ JOHN BAUER ~ ~ ❑ 13 ~ lvv ~ ~ F k € ! a.~s_,anw. 1¢A[. : 4 I - : r= . ~ E } I . , ! p E ~ E F ! 4 I 4 8 4 ! # ! ~ f 1 ! ~ ~ t 1 l ! ~ k{ i ( ( 9 ~ ! 4 P 1 6 S z 6 I R 9 ' tAw F 1 1 f ~ ~ ~ ~ 1 fl _ T'~~~ ~'~~'-*~C uu}n r aEird-rr, a•-6'9 ~ ~j,v PAGE 12/ j.j °1 dt m 5* Wi$ ~ CE} PF;;~ Q b'a'IEStT R.n :en RF. FT~~ fY.C. 2 1~ City of Wheat Ridge oF wHEqTP > Community Development Department ~ ° Memorandurn ~~~oRao~ TO: Kristy FROM: Meredith SUBJECT: Kiosk Carwash - Plan #06-0123 DATE: September 18, 2006 All of my outstanding comments have been addressed. sattista lnesign Group> P.C. TRANSMITTAL To: Date: Company: Address:_ Cicy-__~~ ~J-- - v~a: vev r0p) ee, CC: 10955 Westmoor Drive, Suite 400, Westminster, Colorado 80021 Phone: (303) 4743I57 Faac_ (303) 496-G480 paul-bsaista@comcasi.net Descriprion of Contents: --'',r ~ - : - t~, . ~ w u r I i I I I ! 1 I I ~ - - - . . ~ , i ~ ~ ~ , f ~ ` ~ ~ ~ ~ ~ 3 3 ~5' ~ o * ~ ~ ~ R 5 tiO~U`".a~t~ O ~Q ~ ~ ~ N n ~ ~ ~ ~ 0 N Q ~s rF N N ~ I ~ I ~ (Q { ~ ~ - C~ ; ¢ n ~ ~ C~ ~t~ n~ t~' ~ao~oc~m ~`0 n' €n r~ ~ ' cn o a Q~~~a I I Q~~ o ~ ~ ~ I I 3 } y ~ ~ ~ ~ 5 ~ *~I c~F ~ t71 3 'z3 ~ ~ I 3 ~ i 3 ~ Ell ~ -ry ' ~ ~ p n £ o~ ° 3 Q ~ t7 ~ S2' Q Q n h ~s z fi ~ p r- 0 ~ ~ ~ ~ 0 ~ ~ ~ ~ n 1 ~ ~ ~ ; ~~~Nr i oa.~a~~ 0 0 0 0 ~ 0 0 0 0 1 ~ o o ~ 5 1 ~ oooor ~~~v~ oooo"''l O O O O I I ~ v 1 i i ~ ~i _ _ _ ~ . _ , _ _ _ ~ _ n : . _ - ~ . ~ ..y - _ " _ . , _ _ . ~ - ~ y e 2 tn . _ ; r_-; . _ , . 3 , 1 . _ C~. . . . . . _ , , i ~ f . ~ ~ ~ y ti I . . 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[ ~ ~ ~ I, ~ ! 1 R ~ I i ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ O i ~ ~ ~ ~ I T ~ ; I 3 ~ ^ I i i , ; q~►/ I i j i . ' i'L~7' SCAI,~', PLti~~ SCALF = i ' ~ rtyof wneat waye Deparhnenr of Pubuc works September 12, 2006 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Mr. 7ames T. Jones, P.E. & P.L.S. Jones Engineering Assoc., Inc. 2329 West Main Street, Suite 105 Littleton, Colorado 80120 Re: Second Review Comments of the Final Drainage Report and the Final Grading and Erosion Control Plan for the Keosk Car Wash located at 798Q,VS'est 44'h Avenue, Wheat Ridge, CO 80033. Dear Mr. Jones, I have completed the second review of the above referenced documents received on September 6, 2006 and have the following comments: DRAINAGE Final Drainage Report (Discussion) 1. Under the Detention section, include the following per previous comment letter: a. Describe the locarion and geometry of the emergency overflow weir, and also the d'uecrion of the flow and any impact to adjacent or downstream properries. b. Provide a brief descriprion of the outlet works, including the outlet shucture orifice plate design (i.e., size, number, & spacing of orifice openings), the use of a US Filter (or equivalent) well screen to help preserve the functionality, the pipe connecfion between the outlet and the curb chase, etc. c. Please s eci the model and all other pertinent informarion for the we11-screen to be used. The City standard is a US Filter (or approved equivalent) with #93 vee wire, 0.139" openings between wires, TE 0.074"X0.5" support rods on 1" centers). 2. Please provide a P.E. seal and signature on the revised Final Drainage Report. Final Drainage Report (Appendix) 1. Previous comments have been addressed. FYnal Drainage Plan l. S eci the City standazd is a US Filter (or approved equivalent) with #93 vee wire, 0.139" openings between wires, TE 0.074"X0.5" support rods on 1" centers) 2. Show the grade break and high points at the entrance drive that are shown on Sheet Cl of the construction plans. 3. Any offsite grading as indicated on the Plan will need written approval from the affected property owner. A copy of the written consent shall be provided to the City prior to the commencement of any construction activity. 4. Please provide a P.E. seal and signature on the revised Final Drainage Plan. CIVII. CONSTRUCTION Civil Construction Plans Final Crrading and Erosion Confrol Plan: 1. Idenrify the material (i.e., sod or narive seed) to be used in and around the detention pond area. If nafive seeding is to be urilized, City standards shall be adhered to. Please state the material to be placed along the slope area due north of the detention facility. 2. The area around the ADA drivecut and entrance will need to include offsite grading. Any offsite grading shall require express written consent from the affected property owner(s) be obtained and a copy provided to the City nrior to the issuance of the Crrading Pernut and the commencement of any construction acrivity within this area. 3. Better identify the grade break and high points at the entrance drive that aze shown on Sheet Cl of the construction plans 4. Please provide a P.E. seal and signature on the revised Plan. The Public Works Department requires 2 signed and stamped copies of the Final Drainage Report/Plan and Civil Construction Plans. Please provide these documents with the next submittal. - Right-of-Way Construction Permit(s)/Licensing Prior to any construction within the public right-of-way, the necessary Right-of-Way Conshuction Pexmit(s) and respecrive licensing will need to be submitted for processing by the City. Right-of-Way Construcrion Pernuts are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Slreet Construction Plans, Crrading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedicarions. 2-Year Warranty Period for Public Improvements The Contractor shall wanant all work performed within the public right-of-way for a period of two (2) years, commencing upon complerion of all conshucted public improvements and Final Acceptance by the City Inspector. Prior to the expirarion of said 2-year Warranty Period, if the City Inspector deems that the constructed public improvements are in such condifion as to require repairs or replacement, the Contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspecfion Requirements. Drainage Certification and As-Builts Required Prior to C.O. /C.C. Upon complefion of the drainage improvements, the Engineer-of-Record Mr. James T. Jones, P.E. & P.L.S., shall provide to the City of Wheat Ridge a written, signed and sealed I?rainage Certificarion Letter staring that the site grading was completed per the approved Grading & Erosion Control and Drainage Plans, all drainage facilifies were constructed and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and the construction of all drainage facilifies was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans for all consiructed drainage facilifies prior to issuance of any Certificates of Occupancy or Completion. The As-Built Plans shall be submitted as follows: Two (2) copies of the "As-BuilY" Plans are to be submitted: a. 1 copy is to be on bond paper, and b. 1 copy is to be on electronic media (CD-ROIv) and is to be in AutoCAD.dwg format. The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. Keosk Caz Wash (7980 W44th Ave) - revieWllh.doc If you have any quesfions, please contact me at 303.235.2864. Sincerely, d/....,..a~„~~co•roy.~e-"-' David F. Brossman, P.L.S. Development Review Engineer XC: Steve Nguyen, Engineering Division Manager Meredith Reckert, Senior Planner File Keask Caz Wash (7980 W44th Ave) - revieWL In.doc . O~ WHE4TR' . ~ m City of Wheat Ridge cOLORPResidential Demoliti PERMIT - 060814 PERMIT N0: 060814 ISSUED: 09/01/2006 JOB ADDRESS: 7980 44TH AV EXPIRES:03/Ol/2008 DESCRIPTION: Demo & remove structure, foundation, site improv, debri CONTACTS owner 303/915-6839 Kiosk, LLC gc 303/287-2664 Francis Hillen 01-7924 William D. Hillen, a Corp. PARCEL INFO ZONE CODE: UA USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: . .00 FEES Demolition Fee 50.00 . TOTAL 50.00 M~m Comments: Must contact Water and Sanitation Districtsregard demolition predures. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions o£ record; that a11 measurements shown, and allegations made are accurate; that I have read and a9ree to abide by all conditions printed on this application ~nd that I assume full e ponsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applica~le 4 ieat Ridge Ordinanc f work under this e iit. Plans subject to field inspection. Signal e o c ntrac or own date - 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the 2oning Aegulations and Building Codes of Wheat Ridge, Colorado or any other applicable . ordinances of the City. 2. This permit shall expire if (A) the work authorized i:s not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned Eor a period of 180 days. 3. If thia permit espires, a new permit may be acquired for a fee oE one-half the amount nosmally required, provided no changes riave been or will be made in the original plans and speciEications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural Elow oE water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases oE the job. 6. The issuance of a permit orthe approval of drawings and specifications shall not be construed to be a permit for, nor an approval o£, any violation of the provisions of the building codes or any other ordinance, law, rule or.regulation. All plan review„i5 subjec inspections. Signaturv e~nEuEPf e ild al date . ~ INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-285.5 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF WHEqp ~ Po City of Wheat Ridge Building Permit Number: ~ m Community Development Department Date: ~~CORP00 4FINGLE .K7:ND .k WO-FA.k!`~I~~~ ~~~~~~~~PER~~~~~PLICA TION . Properry Owner: Pps' i &(.L' Properry Address: -7180 0' 44*-Ave., W#ul-Aw62- QO yo3 Phone: 3a3 J/~(g,39 Contractor License No.: / 79ael Company: *662n1 &A0veA-r-1ol,J Phone0o3-287.;W~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT guildina Dept. Valuation Figure: $ I hereby certiry that the set6ack distahces proposed by this permit appiication are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restriciions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliancewiththeWheatRidgeBuildin Code (I.B.C) and all other applicable Wheat Ridge Ordinances, forwork under th'y~. rmW laV syPj~~f,~b field inspection. V 31U8: $ Pernut Fee:$ Plan Review Fee:$ Use Tax: Total:$ Use of Space (description): - ~ ~,~Q Description of work: g Cr7J,~ AY/lo45f Sq.Ft.sdded Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws ofthe State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any oiher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sialy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit eupires, a new permit may be acquired for a fee of one-half the amount normaily required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5)- Contrector shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. - (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buiiding codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections - Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: U087 DEMOE~ITIO.N PERMIT APPLtGAT10!i+l FORM `'C,~„'„,,;;,;c A~i5 FEE MUST ACCOMPANY THIS FO'RM: e^dEm+m^meni PPCOSS-B7 INCOhPLETEAPPLICATIONS WICL BE RET~JJRNED. aaooc~mcre,kDave~ Permit will be rtaailed to demolition contractor unless s~crfied othsrwise °e"~1 co aoz.ae-,s3. . - . . ~ Phom.~303-083•31Q0 " . . . . F= 303-782-0278 . ~ eNiaingname YearConsWded U Sd° . . . oTypeo viIEIM .nalCenGilvnroAOUSe,otlksuilQfry~Ha) / o ~i~i~ ;~:~A 1 ~7J SVeet . C /.'~a, ~ir,e L ~ -TeleA~~ VJII~MsCOde ~W. . F. H E C S1aG Coun . 1 ZiPCetle E ~ CO ~ O/V $0.'~33 y ProJect Ma6aye . GII Phan~ Hu cwlN Ana Code roposed Co Pleti Dete ~ 3Q~ S O 10 S'' o iandno me . / . . . ` Street . /J ~ . . F ~ S / ~ . S S`OS ;0/e.v a .~m' . • SY L a~,{ - C ~ CR Y . . 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J:Vipsebs iM WM UnittW6aikj FpmMSBE5TQ568+..TEh1EM NOTIFICATHIM.ECc - Posfmatk or Hand Delivery Datei Issued: D .~'o ~ ~ AP~O =.t3%~es ~ II N W V W ~ a N ~ Z F- ~ ~ W (L F 2 W ~ aZ °od W y J >-O WQ Q U ~Z() H O a 2 H FZ L) 2 aa 2 y O W Uz3 OcDLL zo z~> W J ~ ~ m U F ~ a ~ 2 X O w f° O Za W Q ~ L N ~ X ~ W N W o 3e ~ ~ N r R F ¢ ~ U Q W 2 J ~ ¢ 0 ~ LL 0 U z ~ 0 2 7 ~ rc ~ U ~ ~ N ¢ O O ~ N 2 ~ wo LL> W J f Z m~ U ow =O N¢ d 00 V N f Y W ~i N m w R y ~ 2 0 ~Z LL W N 3NIl AlN3dONd 3015 ~ ~ ~ Z 0 41 5 0 U ~ z N _ f ~u) s a~ J ~ W f_ z rc = ~ m t- o ir Z; ~oa Z J orc J ~ Jr Y > y ~ a Z O o V gm W a f tY o 65 Q Q Y ~ y U p !LL wv F3W 0 Fa w"'a ~n ~ J an W v~ N O ZS _ N W (7 Z W D oQ Zw0 Z Q ~ ~ O Op o2 ~¢4 a ~ ~ a w D ~p lJQ O ~ ~D ~p (aj¢w ~ Z W K m aa = W ~ Q X Q = W f ~ a w M J r~ mF J J ~a 3joL O 02 a a V U y = J °g a =o ~ N N = r f w rc N e` 0 N x W F ~ W ~ f € a m m mm N w ~ a ' U' N Y ~ ' 0 4 ~ Z y ~ t - o a _ h V K ~ W ; 'E V K tW'J e r t ~ Q ~ u~ a > ~ ¢ O ~ w~ ~ a x o rcLL rc~ r a w w v i z i F a rc ~ ~ z ~ N ~ a y - Z o Z w m m ~ 2 ~ w N N W F J ~ 7 ~ W Q y = Q O X m 1- K 'J t = 3 Q N li N M Q W Y Z Q 3 N ~ Q W W W J a ~ Q 33 m 2 mm Q c~ 3a ~ o ~ ¢ D o+ r o O r Q W " H W J - N J 2 W a w g LL w ¢ J N w a ai F D o o m 3 a Q ~ ~ 1 W ~ V ~ N Q 2 W ~ Y V U m 0 ~ ac ~ O o K Fu i V W W Q ~ W ' N N a ~ y 0 Z > O N U Z ~ m ~ W a Z~ Z F' w ~ J 1- = N 2 ~ Z 0 r ~ W zc =iD i a DLL 3 ( 'n ~ °a f N ~ J Q o 2 K ~ ir" ' Q a, o o - o ° c U« 0'_ G p Q p E 0- n a~ E o m v 3° < o -Z o o m ^ E F ~ v ~ c o w c° 'o O ~ ~ a ~ ~ 3 > c P ~ p ~ ~ O O ; b N O N J T y O r L O L 0~ t > T 0 C O U X P A~ C ~ o N 0 0 v L c o o p o c c' o o v o E U « u u « « 'S i.. r, M. ~ ; , , RE; <.0 _ : . ; n . . oof , nnstn! 7 d , , i h.. S , m,;. , cur-ep.. c Exton& o e . s; . . „ t , : , blocno water sway u gor ; e..,.,. . cr ank . i i, fluov o,:, : ,,..c , d: , _ -l oop.. m,: li nes lo cated , ; ; , al ocKninol e mast r,o osret rate , _d -ns- c. e , : V ,A~g , cl on- ; civuvet ; 10741" kltrhy7 W _ . , w ; , . . sys~n- . 12. , . - , ,eps ona: n : , D ; . „ : _ ; . ; , ; huum~ , = , _ o . All : , ; SeARrs c . _ 7hanA e, . , _ . . . ~ s ~ O z 0 0 cl7 00 ~ O C W S : ~ cc ~ ~ O • ; i W J LL Z 00 L~0.7 W Q H a) C] T ~ - ti ~ oz~wQ U 7 4 U ~ W Oi-lu^ Q.'UUia' ~i n Y ~ c ~ 9 ~ ~ c ? o ~ V ~ •.1 F~•ri ~ ~H 1 ~ Q N 4. ~ ; .t ~ ;i ~ r.._ y - i ti T I • y U - ~ N1 ~ ✓ ~ o ro o % G: 4 C N ~ v y ~ ~ ^ • ~ e34 l~ •.L+a y / c 3 b~~ a~ N'p r O p D ~ ti a 3 ' ~ ed -`x j n 2 ~ y . ~ m tn N rt5 u.= N 1 ~ 1 .c - - a : r, 4 N r. J O V ~ O U w ~1 N 2 L ~ C~ y~ O F1 Y ~ y ~ p y L C 5~ ~ a = CJ = G ~ ri! ~1 V (j V Y 20 ..If, V ` 5 7 Y V y i i~^ C . o~Ft ~ NVr ~'7"~+►a -~'Y~-~?' i L C 7 C c S i J K K S C 's 0 G Y w q C e 40 1 61 ~ ~ i ~ ❑ F „ y G~ ~ ~ y 7 S i... ~ L y ~ _ % r. " ;yy :1 rj y y° x Y Sd c ~ n: ~ a . _ ~ w~'=F^ : ~ ~y~! y~•'.'~ .~S i ~ ~ Y` . t L O S s~ y1 ' ~ i V ^ • C'1 L u o C1 a' i a L 0 ~ Q w a+ Y co . m a L a a~ ~ y ajy~.c1~ ~ L ~ G y C y L W L^^,: ~ 'v te L T G Y Ja~ c. c.` r ` ~ p 4 w • q ~ M ~LO . r ~ - C 1 Jl Cj N Vl . . . ~ . y v, e c r . R C.. N. . ' m ~ = N ~ G C tt, r'. r ' y : rti aa~''s % • . J . ~ L i ~ y eC v. i, i ~ -'~r• 5 . ? ~ ~ 'l. ~ i v ~ 1 R r ~ L ~ F ~ O ~ ~ , N ~ G ~ v. L m a I } y Y i JC N ~ v C - • - ;y 1 ~ In I Cp o. 5 ~ = \ ~ \ ; e ^ i Ll' . ~ • ~ ' ~ ~ T . ` , , L - ~ i ~ RECORDED IN GOUN7Y Of JEf1=E128qN ✓'~~1 STATE OF C6LORf-tDp RECEF'7TON NOo 86002038 01/07/86 10;50 6.00 DECGARATION OF SASEMSNT ~ RNOW ALL MEN BY THES& PRESENTS: RECITALS, o- ~ WHEREAS, the plat of Charles Graul, Jr. Minor Subdivision (the "Subdivision") designates the South 20 feet of Lots 1, 2 and 3 of the Subdivision as a utility and ingress egress easement ~ (the "Easement"), and WHSREAS, Lots 11 3 and 4 are served by a private water service line installed in the Easement, and WHBRBAS, the undersigned owner desires and intends to make provision for the use and maintenance of the Easement by the owners of Lots 1, 2, 3 and 4 of the Subdivision; NOW, THEREFORE, the undersigned declares: 1. The South twenty (20) feet of Lots 1; 2 and 3 of the p~ Subdivision is now and shall be subjec.t to a perpetual utility ~ and ingress egress easement appurtenant to Lots 1; 2, 3 and 4 of ~ the Subdivision and the wa.ter service line presently installed 1 within the Easement serving Lots 1; 3 and 4 of the Subdivision. J 2. The owners of Lots 11 2, 3 and 4 of the Subdivision shall have and exercise the right of ingress and egress in, to, over, through and across the Easement for any purpose needful for the full enjoyment of any right of occupancy or use incidental to utility installation and maintenance and ingress and egress to said lots. 3. No owner shall construct or place any structure or building, street light, power pole, yard light, mail box or sign, temporary or permanent on any part of the Easement, except as hereinafter provided. 4. Each owner agrees to pay a proportionate share of a standard size cyclone fence along the rear or south lot line of said Lots 1; 2, 3, and 4 of the Subdivision upon demand of the declarant. Each owner of a lot within the Subdivision shall have the right to enter, reenter, occupy and use the Easement to construct, maintain, repair, replace, remove, enlarge and operate utilities, including without limiting the generality thereof, water and sewer pipelines, electric, power and telephone lines, together with underground cables, wires and connections thereto. No surface appuXtenance shall unreasonably impede unlimited ingress and egress over and across the Easement. RECEPTTOh N0. 86002038 5. The owner of each lot subject to the Easement shall be responsible for the maintenance of the Easement area and shall maintain the same at the sole cost and expense of said owner except that, any installation of utilities within the Easement shall be made at the sole cost and expense of the owner installing the same and any other owner within the Subdivision shall not be responsible for the cost or expense thereof. Furthermore, after construction of any utilities referred to above, the general surface of the ground, except as necessarily modified to accommodate appurtenances, shall be restored, as nearly as may reasonably be, to the grade and condition it was immediately prior to construction. The owner installing the utility agrees that for a period of one year following installation of a utility within the Easement, said owner will maintain the surface elevation and quality of the soil by correcting any settling or subsiding that may occur as a result of the work done by the owner. 6: Except as hereinabove set forth, each owner retains the right to the undisturbed use and occupancy of the Easement insofar as such use and occupancy is consistent with and does not impair any grant or dedication herein contained. 7. Each and every of the easements declared herein shall be perpetual and run with the land and shall be binding upon and inure to the benefit of ttie owners of Lots 1, 21 3 and 4 of the Subdivision, their tenants, guests, invitees, heirs, personal representatives, successors and assigns. EXECUTED this 27th day of December, 1985. C arles Graul, Jr. STATE OF COLORADO COUNTY OF JEFFERSON SS. The foregoing instrument was acknowledged before me this 27th day of December, 1985, by Charles Graul, Jr. WITNESS my hand and official seal. " vlGr:.=r';-._, MY >'~.~r~ • "}.:~~°"°=•g ~ : • Y . ~ St c 1 • ;i~ ~i .I~. commission expires: //~o?7/B7 L ~ - - Notary Public e;z b ~ Z~ H ~ ~ W a F 2 W a Z 9 0 Q W y J >_0 OW Q U LLJ ~ O a F- ~ W ~ ~a N O w ~z3 O Zt~ Q Z O } W J ~ m ~ a 0 ~ Z C u 0 J t ~ m c w ~ x U W Q ~ W X z O N wm z O i W i 3 Q N J z L N O J ~ X ~ Q W W a ~ u°r> N a N x r C 9 C r I w O O U a N « ~ u u 0 o u c ~ o N o N o o $ > ~ p a o ~ e LLZQe o~ ~ e. o a o _ ~ ~ ~ o ~ I I = d S ~ w ~ o Y< < p e C_ N ¢ O 1~ W N O= N a 0 0 rn F O ~ ¢ o (o o lo W Z z ? 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W U U ~ W • (6 N y ~ G J = ~ U 5; U m ( J K O O K W W W a x W W Z r W m ~ ~ Z N J W J ~ Q 2 Q ~ J ¢ l'J Z u i ~ K ~ F 2 ~ F ~ 2 U = J 2 3 p 4 ~ ~ LL rc 3 Z N Q ~ p Q f N ~ l g r ~ W N U ~ b y X j O i ~ m W U NM Q w o Z~ b <za ~ym ~ Z ^ ¢ N K 0 > O o V ~ 2 y~ W P N O U o \ U ~ w ~ J ( W M OC W w p li W L, 5 ~ Q w m y Q a LL c( w „ W N O 2 0 d ~ f- U 0 U r y. < P Q'.~ ~ ° 0 E n« w a, aa o_ wa^ E o m o°'; n t ` 'Z o o ¢ E « . o a « f o ° o ` o o'~r o w c o m~ O N ~ C~> C o 0 4 O O . o c° o 0 0 0 n o N ~ ~ a. b ~ ~ ~ ~ t a t > V n . m - ~ O O ~ O T O C O o a a w ~ c o 0 ~ Q O p O e O~.,j ~ e C H- O O Y o 0 o E u ° - 0 ? E . n u u U b a DEPARTMENT OF PLANNING AND DEVELOPMENT ; BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date 7303 6/16/98 Property Owner: Property Address: 7980 W 44th Avenue Contractor License No. : 18359 Phone: 424-6510 Company : Mountain Brothers Electric Phone : 422-6777 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy tfiat the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condttions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : Replace service meter Construction Value : $125.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $1.88 Total: $26.88 Use: Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance wilh the provisions set forth in yopur applica[ion and is su6jec[ to the laws oF the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permi[ shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (6) the buildin9 au[horized is suspended or abandoned for a period of 120 tlays. -(3) If this permit expires, a new permit may be acquired for a fee of one-half [he amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permi[. . (4) No work of any manner shall be done thatwill change ihe natural Flow of wa[er causing a drainage problem. (5) ConVactor shall noiiry the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written appmval on inspection card 6eFOre proceetliing with successive phases of the job. . (6) The issuance of a permit or the approval of tlrawings and specifications shall not be construed to be a permit for, nor an approval oF, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. t12'i~ / Chief Building Inspector ' THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : lz'%~z.~ 4w-X" w Property Address Phone Contractor License No. Company Phone OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I herzby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and ihat I assume full responsibility tor compliance with the Wheat Ridge Building Code (U.B.C.) and all otfier appliw6le W eat Ridge ordinance for work under thi pe ~t. (OWNER)(CONT~Qj2) SIGNE DATEb Description t^.~ Q~ 'f'1 Zoning ,Comments ; ~ Approval: Zoning : Approval: Pu 61ic:1Nork`s?~mme nts:; Approval: Occupancy : Walls Electrical License No : Company: Expiration Date : Approval: ~ j~Plans;,Required~ Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : \`a~izn. O 05, O BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expitation Date : Expiration Date : Approval: Approval: ~ VPlans Required~ ~ °Plans.Requiied~ (t) This permit was issued in accorCance with the provisions set torth in yopur appliration and is subject to the laws ot the State ot ColoraEO and to tne 2oning Regulations antl BuilCing Code of Wheat Ritlge. Coloretlo or any other appliwble orCinances of ihe Ciry. (2) This permit shall ezpire lf (A) Ne wotk authonzeC is not commenced wiNin sixry (60) days trom issue tlate or (8) the builtling authonzed is suspenCeE or aDandoned for a period of 720 days. (J) If Nis permit expires. a new permit may 6e acquired lor a fee ol one-half the amount normally required, proviEeC no change5 have been or will be made in the original plans and spenficaLons and any SuSpension or a6an0onment has not exceeCed one (1) year. I( changes are made or if suspen5ion or a5antlonment ezceeds one (t) year, full fees shall be paitl for a new pertni[. (4) No work 9f any manner shall be Gone that will ctiange the nafural flow otwater rausing a drainage pro6lem. (5) Contractor shall no4fy lhe 8uil0ing Inspectoi twenry-four (24) hours in advance /or all inspections antl shail receive written aDProvai on inspection card 6efore proceetliing with successive phases of the joC. (6) The issuance of a pertnit or Ne approval o( tlrawings and specifiwtions shall not be construe0 to be a permit for. nor an approval of, any violation of Ihe Orovisions of the builCing cotles or any otherordinance. law, rule or regulation. Chief Building Inspector Mayor THIS PERMIT VAUD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR T,O INSPECTION BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 55~ a 6~~~ G~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 0-~,~,? ~ You are hereby notified to correct the foregoing violations. ; When corrections have been made, call for inspection. ~ ` Date Inspector fpr Builtling Dept. ~ / PORM WR6•22. DO NOT REMOVE THIS TAG ~