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Home My WebLink About3321 Yukon CourtC' l skn I 110 l Eno _ Occupancype INSPECTION RECORD INSPECTION REQUEST LINE: (303) X34-5933 Inspections will not be performed unless this card is posed on the pro' Call the inspection request line before 11:59 p.m. to receive an inspection t t day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Mid -Roof Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Insnprtinnc Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Sewer Service Mid -Roof Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Ahnvp Incnpt trona Rough Inspections Date Inspector Initials Comments Wall Sheathing 090 Mid -Roof 6 j Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please oe sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. For notification of your assigned inspection time window please email insptimerequest(d)ci.wheatrid e.co us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on inspection routing. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY 'OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: —Pop p Job Address: a / N c:?— Permit Number: O% %6 ABG0 ❑ No one available for inspection: Time A16 Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: �fI%W'- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701800 PERMIT NO: 201701800 ISSUED: 06/09/2017 JOB ADDRESS: 3321 Yukon CT EXPIRES: 06/09/2018 JOB DESCRIPTION: REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12; OWENS CORNING DURATION STORM SHINGLES; 26 squares *** CONTACTS *** OWNER (303)284-9920 TRUJILLO AMBROSE A SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext. *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: R-3 / Residential SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,146.00 FEES Total Valuation 0.00 Use Tax 234.07 Permit Fee 236.00 ** TOTAL ** 470.07 *** COMMENTS *** *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. 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 manufacturera€iMs 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's 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. V, PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201701800 201701800 ISSUED: 3321 Yukon CT EXPIRES: REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12; STORM SHINGLES; 26 squares 06/09/2017 06/09/2018 OWENS CORNING DURATION 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 pd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of I OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit 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 originalermit 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. 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. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Kimberly Cook ao � lob 800 From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 8, 2017 12:27 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application 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 persbn. Permits are processed and issued in the order they are received. 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. Permits are currently being processed within 24-48 hours, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Existing permits that require amendments (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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 3321 YUKON CT. RITA S. & AMBROSE A. TRIJILLO 303-284-9920 TOADBERT@MSN.COM Yes CONTRACTOR INFORMATION Contractor Name NEW VISION ROOFING & EXT. 4 - Contractor's License 160147 Number (for the City of Wheat Ridge) Contractor Phone 3039170628 Number Contractor Email Address newvisionroof@gmail.com (permit pick-up instructions will be sent to this email) DESCRIPTION OF WORK Is this application for a new permit for a residential roof? Are you re -decking the roof? Description of Roofing Material How many squares of material? Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Yes R.7 OWENS CORNING DURATION STORM SHINGLES 26 REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12 11146.00 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 z 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 submit this application and to perform the work described above. Name of Applicant Bob Schneider Email not displaying correctly? View it in your browser. CUSTOMER AGREEMENT Contingent upon Insurance approval New Vision Roofing & Exteriors LLC 7380 W. Calahan Ave, Lakewood, CO 80232 , 1-917-Dh2R BnhCa?NPw-Vision-Ranfinn -cam ACCREDITED BUSINESS New-Vision-Roofing.com Licensed & InsllrP.d. BBB Ac:crPditPd Property Owner Email Date a Street Address Estimator City, ST ZIP Insurance Company Home Phone Work Phone Claim # Full Partial Repair Damage: yes HOUSE GARAGE Roof Type: Drip Edge Color: no Type: _ PATIO SHED SHED2 a Inspect Decking ❑ Inspect Flashings ci Clean Up & Remove Debris Payment Options mmm Full Partial Repair Damage: yes no Type: STUCCO VINYL WOOD OTHER: Style: Color: Full Partial Repair 5" —Res. 6" —Comm. Alum. Steel Lf: Color: Work to be completed according to the above specifications in the amount of: I > (not to include insurance supplements, permit costs or any unforeseen construction costs) Balance due upon completion ❑ Cash sale ❑ 1 NSU RANCE AGREEIVI ENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit of full replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no additional cost to the homeowner except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner until roofing materials delivered at site or a majority of roofing work has been performed. I (We) agree, by signing below, to all contract conditions on both front and back, of this agreement. Homeowner's Signature: Homeowner's Signature: Date of Acceptance: NVR Signature: 1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. 2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600. 3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90) days. 4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted construction guidelines, while adhering to local codes in effect at the time of contract. 5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors. 6. All excess materials remain the property of New Vision Roofing & Exteriors. 7. Homeowner is responsible for Homeowner's Association approval of roofing products and colors. 8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (0&P) if approved by the insurance company, as part of the claim. 9. An account is defined as past due when 30 days have elapsed from the date of completion of work. Past due accounts will earn interest at a rate of one and one-half percent (1.5%) per month or eighteen percent (18%) annually. If New Vision Roofing & Exteriors is required to turn the matter over to an attorney for collection, the homeowner also agrees to pay all costs incurred, including attorney's fees. 10. Should default of payment occur on this contract, New Vision Roofing & Exteriors reserves the right to place a mechanic's lien on the contract property. 11. New Vision Roofing & Exteriors shall not be held liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain material from usual source, or any other circumstance beyond the control of the company. 12. Our standard workmanship warranty for roofing is five (5) years. 13. New Vision Roofing & Exteriors is not responsible for any leaks or water damage below the roof line caused by excessive wind, ice or hail during the period of the warranty. 14. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, New Vision Roofing & Exteriors is entitled to retain payments or deposits to compensate New Vision Roofing & Exteriors for roofing work actually performed in a workmanlike manner consistent with standard industry roofing practices. New Vision Roofing & Exteriors cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment of roofing work on your property. If this contract is cancelled by the homeowner, after 72 hours of execution, the customer agrees to pay New Vision Roofing & Exteriors twenty percent (20%) of the contract price, set by the insurance company, only if materials have been delivered or work has been performed, as liquidated damages. This payment is not a penalty, but is fair and just compensation for services rendered to that point. 15. New Vision Roofing & Exteriors will not be held responsible for slight scratching or denting of gutters, droplets of oil in the driveway, cracks in concrete, or damage to plants and trees. Furthermore, New Vision Roofing & Exteriors will not be held responsible for exterior damages such as deteriorated trim pieces, crown molding, stucco, solar panels, evaporative coolers, existing skylights, or interior damage such as falling dust and debris, cracked plaster, sheet rock or nail pops, as a result of normal re -roofing. 16. Replacement or repair of the deteriorated decking, fascia boards, swamp coolers, ventilators, chimneys, counter flashing, or any other work completed for the homeowner not explicitly stated in this contract, are not included in quoted price and will be charged as extra on a time and material basis. \, I City of COMMUNiTy DEvELotMENT City of Wheat Ridge Municipal Building 7.500 Wn 29'h Ave. Wheat Ridge, CO 80033-8001 P 3012352855 F: 303237.8929 August 30'h, 2016 Owrier/Occupant 3321 Yukon Ct. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval —,Permit 201501320 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans mid/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3.30 pm., Monday through Friday, at the Building Division offices located at 7500 W. 29'1' Avenue in Wheat Ridge, HEM= Metissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Of Phones 303-235-2873 Fax: 303-237-8929 www'ci.whealrid-p-r Us Gly of Wheat��dt� ge COMMUNIIN DEVELOPMLN't www.ci.%,heatridge.co.us � ' ( , City of ]RWheat COrmMIUNiTy DEVELOPMENT City of Wheat Ridge Munkipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P-1 301235,2846 R, 303.2 5.2 57 DATE: June 28, 2016 TO: Accounting Department T-1 111111pilli Firgainglauml nglus= U111 k -twin I 11AL"I I jalMa 10MIS&I fall I The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAY MENTTO: William Fritz SEND TO: Yukon Grove LLC Construction Draw Account P.O. Box 102563 Denver, CO 80250 MUM vvww.&wheatrldge.co.us RECEIVED DEC 2 8 2015 am= STRUCTURAL ENGINEERS December 3, 2015 Nicholas Custom Homes 8220 Park Meadows Dr Lone Tree, CO 80124 RE: Footing and Foundation Wall Observations, 3321 Yukon Ct. Dear Mr. Nettleton; Twice on October 21, 2015 footing observations were performed and on November 3, 2015, a foundation wall observation was performed on the residence listed above. The applicable information concerning the observations i COLORADO GEOSCIENCE AND DESIGN., Inc. Open Hole Observation Form P 0. Box 68, Franktown, CO 80116 PR (303) 688-2150, Fax* (303) 688-1295 Colorado Geoscience and Design Job. No. 15-404 CONSTRUCTION SITE ADDRESS: 3321 Yukon Court Jefferson County Colorado OWNER/BUILDER NAME, ADDRESS- Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 VS -M -W-1 na e Items 0 substantial compliance with the plans and specifications designed for this project and the site where it is constructed, Date Observed by: 10/1/2015 EXCAVATION OBSERVATION SW SOIL REPORT INFORMATION: COLORADO GEOSCIENCE AND DESIGN INC 15-404 NIOT VALID WITHOUT ORIOWAL SIC31'9ATURE, 121SUR11012 ** =**1*11A CONSTRUCTION SITE ADDRESS: 3321 Yukon Court Lot #8 Yukon Grove Jefferson County OWNER/BUILDER NAME, ADDRESS: Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 substantial compliance with the plans and specifications designed for this project and the site where it is constructed. Ems= 12/11/2015 CONTINUOUS SPREAD FOOTING OBSERVATION MG Dossey/Sudick Design #S1.0 dated 8-17-15 SOIL REPORT INFORMATION: COLORADO GEOSCIENCE AND DESIGN INC 15-404 Z- 30452 0NAI-vt'0 NOT VALID WITH ORIGINAL SIGNATURE COLORADO GEOSCIENCE AND DESIGN, Inc. P. 0, Box 68, Franktown, CO 80116 PH: (303) 688-2150, Fax: (303) 688-1295 I CONSTRUCTION SITE ADDRESS- 3321 Yukon Court Lot #8 Jefferson County OWNER/BUILDER NAME, ADDRESS, Yukon Grove LLC P.0, Box 102563 Denver, CO 80250 I/we hereby state that observations were substantial compliance with the plans and specifications designed for this project and the site where it is constructed. Date Observed by: 11/9/2015 DRAIN & DAMPPROOFING SW SOIL REPORT INFORMATION: Colorado Geoscience & Design, Inc. 15-404 Observations Reviewed by: Ken Wu, P. E, I 140TVALID WITH OUTORIGIN AL SIGNATURE ARM hundred d Ila and zero cents ($150U.,40) being held by the City or Wheat Kidigge un i landscaping is competed at 3321 Yukon Court In the event that landscaping is not installed by June 1, 2016, 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 Wheat Ridge shall first give notice in writing to the property 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 improvements. The only precondition to the City's right to withdraw the fimds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of June 1, 2016, has expired. Approved and Agreed: Title: Date:_ 4- 13—/41 City of Escrow/Letter of Credit Wh6at, eet Transmittal Sh g id C Como OMMUNiTy DEVELO� ��NT M11 "if I fiI L I i i # for completion of site work. Notes: Name Date Yukon Grove, LLC Bob Nettleton P.O. Bax 102563 Deaver, CO 80250 + Review Yukon Grove 3 r X %'- Wheat Ridge, CO AD Models (Plan A, B, C, D) — Including the tallowing addresses I 1 f $ Yukon Ct. Dear , regardingAt your request, this office performed a structural analysis for the above listed residence. ne purpose of the analysis was to review and provide recommendations for the conditions described below. The pertinent information y follows:jj SPM &M It has come to the attention of this offike that the structural plans submitted for the above-mentioned addresses had incorrectly noted the wind speed and exposure for the Yukon Grove Subdivision. The correct wind speed and exposure should be 105 mph and Exposure C. Analysis by this offire shows tbat the original Plum submitted by this office are structuraW acceptable to support the 105 mph Exposure C requirements. No modifications am required. Please contact our office if we may be of firrther assistance. +x' Dave Dow, P.E. Principal 6025 S. Ovebec St., SWte 375 Centennfol, Colotodo 80111 303.9964208 303.4",56W RanIPWInit # Bu"'Itdfing PeraiifApplication P1086e c"PISU 811highlbjhted areas on both sIdm of this fwm, InCOMPIOIS awfl=Wans may not be PMOOssed. Property Address, --- ------- MIiiIng Addrwm: (if different than property addrej city, State. Zir)- Ambitil ArchitectlEngins ar E-mail: vo Phone: '310'22 -926 - 0208, ContraS!S Contractors City License 10- 1 Phone: Efechical: W.R. City Ucense# Plumbing- 70I-PI5 W.R. City Ucense# 047 Mechanical: ��IOCII— I.I. Illy License 11 go Complete an inf on BOTH sides of this form MIiiIng Addrwm: (if different than property addrej city, State. Zir)- Ambitil ArchitectlEngins ar E-mail: vo Phone: '310'22 -926 - 0208, ContraS!S Contractors City License 10- 1 Phone: Efechical: W.R. City Ucense# Plumbing- 70I-PI5 W.R. City Ucense# 047 Mechanical: ��IOCII— I.I. Illy License 11 go Complete an inf on BOTH sides of this form GENERAL INFORMATION Schedule: 464854 Parcel ID: 39-262-13-016 Erin H912 Status: Exempt PrOPertY Type; Vacant Land Property Address: 03321 YUKON CT WHEAT RIDGE CO 80033 Mailing Address: 10827 BOBCAT TERRACE LITTLETON CO 80124 a M N. -..n ff, =.. = PROPERTY DESCRIPTION ;7'Parcel Maps Associated with Schedule Graphic Parcel Man MaUQU= 1901�m TAX INFORMATION =2332s� Is= 101010�� —11� -1 .t. M. 100111214M 61 40111 Vq ! n. - I Or# #I r• t -110 Marllron# nmj City of I & Wh6at, �d we �COMAAMOUNrTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'6 Ave. Wheat Ridge. CO 80033-8001 P: 301235.2846 F: 303,2351857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado, This Certification must be submitted for review and approval prior to the FIRST FRAMING INSPECTION and before proceeding with any further construction, DATE: PERMIT# ADDRESS: LOT _, BLOCK_, SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be ill compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: REAR: SIDE: SIDE: The MINIMUM ELEVATION has been determined to be: (NAVD88). The above measurements have been determined on the following location: Check only one): - Top of foundation prior to placement of concrete - Top of proposed foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print Date Professional Surveyor (Surveyor's Sea]) FOR OFFICE USE ONLY Approved by: Inspector ww"xi.wheatridge.co.us Date of 11 Hodiq Ilal+ X115 fE � ^a \2o X( J1b td�a<. fix-- atr k , g h e 3 #' S .0` w .. of 11 Hodiq Ilal+ X115 fE � ^a \2o X( J1b td�a<. fix-- atr N041*40'aVt 4.5.00' , 3 SETSA4KL .0` w .. # Rd,�� $321 YUKON (:,T. A 1 k d 'LAN A y+ . �* LOT 5 � m na qrf k: N of 11 Hodiq Ilal+ X115 fE � ^a \2o X( J1b td�a<. fix-- atr Rev, 06/2014 Address: :�S3ZJ Zoning- R-1) Lot Size: 70 sq. ft, Lot Width: Property in the flood plain? —3L2— If yes, add surveying condition FLD' Type of project (applicable survey conditions in parenthesis): ffirl Of MWEVI New ILC and site plan yes (FND) if whn 2' of 4-4- - so Total Existing sq. ft ProPosed+Existing Lot Coverage % % Lot Coverage sq ft Required Setbacks: FR --E2S— --,2— S R Provided Setbacks: FR R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surve �ng co�ndition Maximum Height: 'S Maximum Size: sq. Proposed Height: ft. Proposed Size: Parkland: If the permit is for new construction, have parkland dedication fees been paid? U - �s If no, add condition PFEE, notify owner, and notify building division, Street cape: Does the peitresult in any of the f011owing conditions? Construction of new roads U Platting of new lots New development U Additions that increase floor area by 60% or more (see formula) (proposed floor area - existing floor area — ) / existing floor area — = —% inc. If any box is checked... SF/DUPLEX—Is there existing C1 Curb U Gutter 135 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu ofdedication or construction are due at the Maximum Lot Coverage: 4-(*) _ % sq. Existing improvements: y-\, /a, Proposed Improvements: House: Shed: sq. sq. House/addition: sq. Detached garage: sq ft. Shed: Detached Garage: sq. ft Other: sq. ft. )ther: sq. ft. sq. ft. Total Existing sq. ft ProPosed+Existing Lot Coverage % % Lot Coverage sq ft Required Setbacks: FR --E2S— --,2— S R Provided Setbacks: FR R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surve �ng co�ndition Maximum Height: 'S Maximum Size: sq. Proposed Height: ft. Proposed Size: Parkland: If the permit is for new construction, have parkland dedication fees been paid? U - �s If no, add condition PFEE, notify owner, and notify building division, Street cape: Does the peitresult in any of the f011owing conditions? Construction of new roads U Platting of new lots New development U Additions that increase floor area by 60% or more (see formula) (proposed floor area - existing floor area — ) / existing floor area — = —% inc. If any box is checked... SF/DUPLEX—Is there existing C1 Curb U Gutter 135 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu ofdedication or construction are due at the City of' he -at R�iq S UBLIC WOPK Date: Location. - ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below, 1. _j�_ Drainage: a, Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: 2. -A/— Public Improvements required & to be completed with project: a. street paving/patching: Yes b. curb& gutter: Yes e. sidewalk: Yes d. Other (specify): Yes For items not constructed, the amount of funds taken i RI:qgc City, of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033,8001 P: 301235.2851 F: 303.235,2852 PUBLIC WORKS DEVELOPMENT Location of Constructiow Purpose of Construction. Ningle ramily ProcessjiU. Fee. (Required of all projects for document processing) Sinele Family a d �dex Review Fe Review ofexisting orrnirzirnal technical documents: $200.00 Initial review' oftechnical civil engineering documents (Fee includes reviews of the 3 and 'd submittals): .. ......... ......... $600.0 Traffic impact Study Review Fee: ('Fee includes reviews of the I" and 2nd submittals)... 00 Trip Generation Study Review Fee::. .. ..................... ......... .........$200.00 `l & M Manual Review & SMARecording Fee, ... ......... .....:.:.S100A Multi- it ' E'ach Application will be reviewed by staff once. and returned for changes, If after review of the second submittal changes have not been made to the civil documents or tbe'rTaffic Study as requested by staff, further reviews of the Applacatican will be subject to the following Resubmittal Fees: Resubmittal Fees: 3rd submittal ( initial review fee) :....... .:....... 0E.00 4"h submittal (full initial review fee) 00,00 All subsequent submittals: ........ ....:.... (Full initial review fee) RIGHT-OF-WAY. VFMENTS WITHIN Rev 121 ifY (')I' Wheat is (;ai}r Of Wheat Ridge Municipal Building 7500 W, " Ave, Wheal Ridge, C3 03-01 P: 0.2351i F: 303.2157 NOTIFICATION DATED: Dear Contractor: In conjunction with the approval of the building address, this letter is to inform you t Ali existingpublic it application for a v ren d frontage ofsaid address shall be restored i improvements located along e acceptable condition, as determined b � abed fro rale construction) to an f'�t of tRidge Public drys e to issuance of Certificate ofOccupancy, anent, and prior Prior to any constriction commencing, e Citys representative will conduct an onsite inspection to determine 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 C Fite Rev 2/o8 Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8of - Phone: 303,688,2150 - Fax: 3o3.688.1-395 - CoGeol)esign SUBSURFACE INVESTIGATION ml REPORT NO. 15-404 MY 13, 2015 0 0) 30452 41 % *00 04*4*0 ORIGINAL SIG -NNATM' GEOTE CHNICAL STRUCTURAL CIVIL ENGLIVEERS General I Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete Slab on Grade Construction 3 Placement of Foundation Fill 5 Subsurface Drainage 5 Surface Drainage 6 Foundation Excavation 7 Radon Gas 7 General Information 7 Location Map Figure I Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table 1 Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface investjgation Yukon. Grove, LLC Coiorado Geoscience and Design, Inc, Report No, 15-404 a W 161*$Ws OWNWHINA Offiffiv-0.01 If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. One (1) exploratory test hole was drilled on June 17, 2015 at the site shown on the Location Map, Figure 1 The test hole was drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. 1 WENAffiffiWal Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times, Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Subsurface Investigation Yukon Grove, LLC CWorado Geoscience and Design, Inc. Report No, 15-404 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. IN Subsurface investigation Yukon Grove, LLC Coiorado Geoscience and Design, ft, Report No. 15-404 Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile, Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab, Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. 1% -&O—I&r—ad —oGeo—scienceand Design— re—comm—ends tha-tf -step- s-----b---e'-'t-ak-e-h- to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter andlor under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). M Subsurface investigation Yukon Grove, LLC Co�orado Geoscience and Design, Inc, Report No, 15-404 Slab Performance Risk Category sRepresentative Percent Swell Li 100 —0 P Low 0 to <2 Moderate 2 to <4 4 to <6 Very High 6 The swell potential of the indigenous soils for the residence at this site meet the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) 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, 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 stab. 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. Steps shall be taken to ensure that subsurface moisture beneath the concrete stab remains constant during the construction process, M Subsurface investigation Yukon Grove, LLC Coiorado Geoscience and Design, Inc, Regort No. 15-404 All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. 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 a,< is taken not to damage the piping during future construction activities, Nails shall not be driven into a concrete slab 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" flexible connection should be installed between the furnace and the duct. V The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight locatiM n as minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important 0 Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No15-404 foundations, Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched at a Y2H to 1V maximum rate. Spoils for the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. The owner contractor should be famar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR, Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. a 14t yl In Pat generally hav6*elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level, and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and seating of the joints can mitigate build-up of radon gasThis mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. Based on this subsurface investigation, the proposed foundations appear to be technically 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 will be required to obtain any local 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, a Subsurface €nvesfigafion Yukon Grove, LLC Coforado Geoscience and Design, Inc, Report No, 15-404 The work contained herein was performed 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. I _j_LUTILITY ESKf PROPER'rY LINE FOUINDAMN';M-T E,; BOPUNCS PROPERTY LINE HOLB 51 L11,11 -M ESIN11T F-1 54)IL PROSLEHOLE t --j 45, 51 Z� Z, UN'SUITABLESOK FROFILE,HOLF. SITE MAP PROPERTY LINE L'S*TA'., MECM0M, M AR!,1*ZME MW:r0f A PROPMYSURVEV nUT ARF Colorado 47LOT T------AB'1 7 _j_LUTILITY ESKf PROPER'rY LINE FOUINDAMN';M-T E,; BOPUNCS 0 PE, RCOL A T*,,TV5T HOLB F-1 54)IL PROSLEHOLE t --j Z, UN'SUITABLESOK FROFILE,HOLF. SITE MAP L'S*TA'., MECM0M, M AR!,1*ZME MW:r0f A PROPMYSURVEV nUT ARF Colorado APPROXWATKINS AN D ARE NOT WA RRAN'TED TO SE FXACT T 3 154C0WWCR/&,MDERs WAPOWNLM M M NNE PROPERF Y W)UNDARMS AND EINSURE At L ONA RIE WROVEWNT, Geosdence & Design,he, ARE L 0C A I ED W t T 4 � N, M i r M, F LA V S f T F, AND 0 Lq 0 F i N � k P T"W', F R t ATE E ASB WONS, F'O'WX4�k mWONO'cm mm ALL DSTANCUARE TO Bt VEMNED MOR TO EXCAVAIMN', YUKON GROVE, LLC fli-ALL, V=30' SrrE LOCATION 15-4,04 A -321 YUKON coun --- JEFFERSON COUNn, COLORADO FIG. 1 Colorado Geciscience and Design, Inc. PRCIJECT: Subsurface Investiclation JOB NO' '15-404 CLIENT: Yukon Grove, Log of Test Holes LOCATION:3 ' 321 Yukon Court, Jefferson County, Colorado DRILLING METHOD: 4" Continuous Ffiqht Auqer MR M IN no M MN im In I Fine-grained sand, clayey to very clayey, medium dense, moist, brown to rust brown Notes: t. x/y indicates that 'Y' number of brows of a 140 -pound hammer falling 30 inches are recluffed to drive a 2 -inch diameter sampler "y' number of inches, 2, 1 Indicates death at which soil samples were taken, Im NM M ME M MN In 0 Where Applicable— a: _V_ Indicates ground water encountered during the drifting operation, b, Indicates ground water encountered after 24 hours, c, 2 Indicates auger refusal, ci. -a indicates caving. Figure 2 SWELL - CONSOLIDATION TESTS 100 300 1 M 3M SM 10M 20,000 28,000 APPLIED PRESSURE (P$F) Test Hole No. I De2th 4' Soi,1 Descri2tion: Fine-grained sand clay2y to ve[y claya,,,medium dense moist, brown to rust to brown 100 300 1 M 3M 5M 10M 20,*00 28,000 APPLIED PRESSURE (PSF) Test Hole No. I De2th 9' Soil Descri2tion- Fine-wainied sand Cla e to vea clayey, medium dense M0isL, brown to rust to brown I� Water add sample 100 300 1 M 3M SM 10M 20,000 28,000 APPLIED PRESSURE (P$F) Test Hole No. I De2th 4' Soi,1 Descri2tion: Fine-grained sand clay2y to ve[y claya,,,medium dense moist, brown to rust to brown 100 300 1 M 3M 5M 10M 20,*00 28,000 APPLIED PRESSURE (PSF) Test Hole No. I De2th 9' Soil Descri2tion- Fine-wainied sand Cla e to vea clayey, medium dense M0isL, brown to rust to brown .. 100 300 im 3M 5M 10m 0 28,000 APPLIED PRESSURE (PSF) Test Hole No. I De2th,,j 9,,,.§2i1,,Descdj2tion', Fine-grained, sand, jaygy to 1M. -clayey -medium dens moist, brown to rust to brown I JOB . FIGURE 0 C BRP A CE', WALLS. TIOP & BOT_ WELL. SLOPED 12 PiE_'_R PRrOR 0 BACKFILUNIG, It") Fl, MIN, DO NOT DX E W11 -H S OR EDGING 0 TOP 12" OF BACKfl','kLL. lvl ODER A "iEt-Y ICOMIPACT-D CONCRLE'".l"E GRADE BEAM FLOOR SLAB POLYE7HYLENFE \GLUE(_) TO WALL EX AN ON J'OINT_-' AND EXTENDED ALOr4G THE BOTTOM 01 THEE EXCAVATION, IN Bt-MUDINGFELl' 3/4" TO I 1 /2 " (,,L.EAN GRAVEL Po zx/0 4" --------- 4" D�AMETER PERFORATED PHFIE, -,,SLOPE - DRAIN PIPE 1/8" PER, 0(1 1-,5„.,,„..7 , 12” M�N. DAYLIGHT, OR 'To A SLjNlp Pi I DAYLIGH,''r, COVER END WITH SCREEN. T f'-" - - O'� _ENm.ED AND BACKAILL AROUND IHE JNDATION SHOULD BE MOiSl COMPAC117ED AND THE FINAL GRADE SHOULD 13E WELL SLOPED TO PRECUL1110E PONDING OF RANFALL, �RRIGATION WATER, AND SNOW MEI._T ADJACFN'T TO FOUNDAT�GN WALLS. CAUTION DO NOT DIKE OR UPEDE THE "LOW OF WATER AWAY FOUNDAMN WALL -S 'W�TH SOD, EDGM OR DECORATIVE GRAVEL. AND POLYETHYLENE. DOWNSPOUT'S AND SILL COCKS SHIOL)LD DISC'HIARGEE INTO SPLASH BLOCKS OR LONG EXTEN&ONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS __7(FOR F001'ING FOUNDA,riON) D E "'; I AIL 4 OUNDATION "RADING DE-71TAH SLOP D AWAY FROM FOUNDATION, --*--FOUND A710N WALL N OT IE- 1 PMDE A %MININIUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE (10%). 2, DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'--0" BEYOND THE FOUNDATiON. m DETAIL 2 Important Infon-nation About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein, This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the perfonnance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions, Rather, engineenngjudgiTients and experience are used to estimate likely geotechnical perfon-nance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must deten-nine the level of risk they are willing to accept for the proposed construction, Tbe risks can be reduced, Taut not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation, To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report, Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report, Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance, If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determ, ine if additional investigation or revised recommendations would be advisable, Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock, Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials, As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high, Table I presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Potential Chart SWELL ParENTIAL AT 1,000 LBS. 0 to I./.,% ,42 to V/2% 31/2 to 6% 6 to 8% Greater than 8% CLASSIFICATION Non-expansive/Very low Low High Very High Critical The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge of 1000 pounds per square foot, The relative swell classification can be correlated to potential slab damage as fiefws: Low - minor slab cracking, minor differential mover crit, and heave Moderate - tab cracking and differential movement, partial frarning void and furnace plenum closure. fligh to Very tligh - large slab cracking and differential movement, closed voids, chased ftp rnace plenum, and possible pipe rupture, These effects are based on monitoring and observation by several fimis in the Denver metropolitan area and are not limited to the relative swell classification, More or less damage can occur in all classifications because of the uncertainty associated witb subsurface conditions and geotechnical engineering, It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: * Soil and bedrock type and variability * Stratigraphy * Groundwater depth and anticipated post -construction moisture conditions, * Surface water drainage and features * Post -construction landscaping and irrigation * Construction details and proposed use * Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect structures on, expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content, Stabs, pavements, and structures sigmificantly reduce evaporation of the soil moisture, Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of dainage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure, The owner and prospective purchaser also should review "A Guide to Swelling Soilsfior C'olorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils, ota1: 1 $336,729-16 -1 0 Finished Basement Standard 3 Car Garage Covered Patio A Ootional Proiect Room =�' M • City of i jige CO MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 March 25, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Bill Fritz NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3205 Yukon Ct. Lot 2 — 3225 Yukon Ct. Lot 3 — 3245 Yukon Ct. Lot 4 — 3265 Yukon Ct. Lot 5 — 3285 Yukon Ct. Lot 6 — 3295 Yukon Ct. Lot 7 — 3311 Yukon Ct. Lot 8 — 3321 Yukon Ct. Lot 9 — 3331 Yukon Ct. Lot 10 — 3341 Yukon Ct. Lot 11 — 3351 Yukon Ct. Lot 12 — 3361 Yukon Ct. Lot 13 — 3371 Yukon Ct. Lot 14 — 3391 Yukon Ct. Lot 15 — 3360 Yukon Ct. Lot 16 — 3350 Yukon Ct. Lot 17 — 3340 Yukon Ct. Lot 18 — 3330 Yukon Ct. Lot 19 — 3320 Yukon Ct. Lot 20 — 3300 Yukon Ct. SUBDIVISION: Yukon Grove Subdivision, Filing No. 1 Jefferson County Reception Number for Plat: 2015016465 (See attachment) NOTES This is a courtesy notification. AUTHORIZED BY: I DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Email to Jeffco IT Services at smitchel@jeffco.us 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinezna,usps.g and krissy.j.summerfield(a)usps. ov 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 www.ci.wheatridge.co.us 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Wheat Ridge Sanitation District 13. Wheat Ridge Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity Map DATE: A rd I M YUKON GROVE SUBDIVISION, FILING NO. 1 A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SECTION 26, T.3S., R.69W., OF THE 6TH PM CITY OFWHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO I SHEET 02 OF 03 N00*06'22"W 359 AREA RESERVED FOR FUn R*HT-OF-A (SEE TRACT D NOTE ON SHEET AND SOOIV51: 299. EASEMENT, TYP )9oOL 0 R W1 10' x W STORMWATER EASEMENT HEREBY DEDICATED BY THIS PLAT R-2 ZONWO UWPLA 7TED a Ur4jrY AND vom" EASEMENT, lypl R4 #5 RIEW Wl CAP 4S 115721 wil STREET RIGHT-OF-WAY MONUME SHALL MoNU' &Sf; N M 70 FINAL UFT OF ASPHALT PAVEMX VLL BE PROVIDED BY THE CITY OF WHEAT ROM UPON REQUEST -Pt No 157♦9 BEKilmaK WORTH j CORNER, SECTION 2 FRO Z9 BRASS CAP ELEVATIONS ARE BASED ON THE COY OF WHWI RIDGE ON JPHAC PLS# 13212 IN RANGE BOX I A CRY ♦ WHEAT RID" 11/16 STAftESS STEEL ROD 1 2 FOOT LONG WITH SLEEVE AND DATUM ACCESS COVER, STATE PLANE COORD A1 LATN3T46`09,72O504* u ELEVATION - 54 FEET (NAVD OAT M F- LON'WIOS'04'53.207629* CITY OF WHEAT RIDGE DATUM U&S QE OFMINQ5. *70582148 E. 184+125 BEARINGS ARE BASED ON THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PR94CPAL MERIDIAN BEAR N 89*45 ' 02 'E BETWEEN THE WEST QUARTER CORNER BEING A FOUND 3 %* ALUMINUM CAP PLS # 13212 IN RANGE BOX AND THE CENTER QUARTER CORNER SONG A FOUND 3 34 ALUMJNUU CAP PLS # 132t2 IN RANGE BOX, rl N CHAIN LINK FENCE --------- BARB #ARE FENCE PROPOSED PROPERTY LINE RIGHT—OF—WAY LINE SECTION UNE ME N mm JANUARY 22, 2015 NOVEMBER 3, 2014