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Home My WebLink About3371 Yukon Court/2 -2-11 - I I i R (�" ao ) 10) � q INSPECTION RECO Occupancy/Type Inspector Initials Initials INSPECTION REQUEST LINE: (303) 23k-,593 Sewer Service Inspections will not be performed unless this card is posted on the project sit 16 r Call the inspection request line before 11:59 p.m. to receive an inspection the following busi s * ' Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Rough Electric Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Rough Mechanical ■L■J•\'[0IIMjeIIItVS* 1 a 104 9:3 fJ J I fa i ff&Wl I.l.l r %TPl MEE= ITT_T_T_i Underground/Slab Inspections Date Inspector Comments Inspector Initials Initials Electrical Sewer Service Plumbing 16 r -..��►�1E10-11Ldt-JIl•►=l961Kul 11 LO NO] IN■l>I[011,118 11101%1Y. 1 ODU'!.l/'MI JI►.l aNMI a 9.=W,�Te�r_� _ Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof 16 r 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. --- I -------- •--^---- �� -.- � ..a. ..,,.y.. uo Nca.uvw oic ,.VII MIC IGU II VI11 Ll It: me vislncl ana eiectncai low voltage by the Building Division. For notification of your assigned inspection time winde- 'ease email ins timerequest(d%ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in tl- P of the email. Time windows are assigned based on inspection routing. Occupancy Is Not Permitted' Occupancy Is Issued Pro' Weather f / i CITY -017 WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1 u b Permit Number: �/ 7C?2'2g5 ❑ No one available for inspection: Time AM/P14 Re -Inspection required: Yes No) When corrections have been made, call for re -inspection at 303-234-5933 Date:&/3,e l -7 Inspector: JC�'�4 DO NOT REMOVE THIS NOTICE A f City of Wheat Ridge r Residential Roofing PERMIT - 201701795 PERMIT NO: 201701795 ISSUED: 06/09/2017 JOB ADDRESS: 3371 Yukon CT EXPIRES: 06/09/2018 JOB DESCRIPTION: REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12; OWENS CORNING DURATION DESIGNER SHINGLES; 28 squares *** CONTACTS *** OWNER (720)937-8417 HOFFMEYER BRIAN SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext. *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: R3 / Residential SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,657.00 FEES Total Valuation 0.00 Use Tax 265.80 Permit Fee 251.85 ** TOTAL ** 517.65 *** 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 manufacturer&€ms 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. City of Wheat Ridge Residential Roofing PERMIT - 201701795 PERMIT NO: 201701795 ISSUED: 06/09/2017 JOB ADDRESS: 3371 Yukon CT EXPIRES: 06/09/2018 JOB DESCRIPTION: REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12; OWENS CORNING DURATION DESIGNER SHINGLES; 28 squares 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attes that I am ]e ally 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 off 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. 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 permit 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 and rocedures 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 grartfmg` f a permit shall not be construed to be a pen -nit for, or an approval of, any violation of any provision of any applicable code ora ance or reg l-ation 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. 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 I 0 1 From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 8, 2017 12:15 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application �v 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. 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 3371 YUKON CT. Property Owner Name BRIAN HOFFMEYER ( �, Property Owner Phone 720-937-8417 Number Property Owner Email BHOFFMEYER@IQN.COM Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name NEW VISION ROOFING & EXT. 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 M OWENS CORNING DURATION DESIGNER SHINGLES 28 REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12 12657.00 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 2 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 303-917-0628 Bob@New-Vision-Roofina.com ACCREDITED BUSINESS New- Vision -Roofing.com Licensed & Insured. BBB Accredited Prop rt Owner �? Email Date Street Address Estimator City, ST ZIP Insurance Company Home Phone Work Phone Claim # , 7e� I • • • (.T / Partial Repair Damage: y S,' no Type: HOUSE GARAGE PATIO SHED SHED2 Roof Type: Drip,Edge Color: r�r W;fl,tn; n pect Decking g�"inspect Flashings Clean Up & Remove Debris Payment Options Full Partial Repair Damage: ~` yeses-�•::no Type: STUCCO VINYL WOOD OTHER'~ . Style: Color: Fullartial} Repair 5" —Res. 6" —Comm. Alum. Steel Lf:� ti Color: _: ;' A/e Work to be completed according to the above specifications in the amount of: (not to include insurance supplements, permit costs or any unforeseen construction costs) f •- ❑ •Balance due upon completion ❑ Cash sale INSURANCE AGREEMENT. The'homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit o4ull 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 insurahce 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, t o " I1 c�3ntract conditions on both front and back, of this agreement. Homeowner's Signature: �, !�. Date of Acceptance: Homeowner's Signature: - NVR Signature :3,' `'•' 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, A ( city of Wh6atf�jOge OMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'�'Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2840 F: 301235,2857 DATE: September 16, 2016 TO: Accounting Department FROM: Meredith Reckert, Senior Planner Reimbursement requested for funds in the amount of $6000.00 (Six thousand dollars) being held for installation of landscaping for property located in the Yukon Grove Subdivision addressed as follows:. 3331 Yukon Court, - $1500.00 3225 Yukon Court - $1500.00 3371 Yukon Court - $1500.00 3391 Yukon Court - $1500.00 The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: SEND TO: Yukon Grove LLC C*nstructittin loraw Accou-xt P.O. Box 102563 Denver, CO 80250 www.ei.wheatridge.coms \1 A , City of c COMMUNiTy DEVELOPMENT City of Wbeat Ridge Municipal Building 7500 W. 29"' Ave. Wbeat Ridge, CO 80033-8001 P: 301235.2855 F: 303,237,8929 August 301h 2016 Owner/Occupant 3371 Yukon Ct. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval — Permit 201501325 (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 and/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 am. and 3:30 pm., Monday through Friday, at the Building Division offices located at 7500 W. 29"' Avenue in Wheat Ridge. Cordially, Melissa Mackey Senior permit Technician 7500 W 291h Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 1w,NvNkLci.wheatrid,,,,.e.c().u,s City of dge U)MMUNrry DEVELOPMENT www.ci.whearridge.co.us This series of submersible pumps is designed for use in residential or light * Automatic models include a float -operated, 2 -pole mechanical switch, a stainless steel float guard and switch arm, and a solid, buoyant polypropylene float, which prevents water from filling the float and causing a malfunction. * For nonautomatic pumps, variable level control systems and containers of various sizes are available for longer cycles, * Includes a stainless steei handle for easy installation and removal. A All rn 0 del i a hermeticallit sealed to be watertiorit, dust-tiaht, and como�eteiv Reserve Powered Design: For unusual conditions, a reserve safety factor is engineered in the design of every pump. Motor 4110 HP Voltage 115 or 230 V Phase I Ph Heftz 60 Hz RPM '1725 RPM Type Permanent split capacitor Insulation Class B Amps 4,7 - 3.4 Amps Pump Characteristics Operation Automatic or nonautomatic Auto On/ Off Points 12-1/2" / 4-1/2 (31,8 orn 1 114 cavi) Discharge Size 2" NPT Solids Handling 2" (50 mm) spherical solids Cord Length 15'(5 m) standard Cord Type UL listed, 3 -wire cord and plug Max Head I$, O' it — Max Flow Rate 90 GPM (341 LPM) Max Operating Temp 130" F (54" C) Cooling Oil flied Motor Protection Auto reset thermal overload Materials Characteristics Cap Cast iron Motor Housing Cast iron Pump Housing Cast iron Base Engineered plastic Upper Searing Sleeve bearing Lower Bearing Sleeve bearing Mechankanl Seals Cartion and ceramic impeller Type Non -dogging vortex Impeller Engineered plastic Hardware Stainless steel Motor Shaft Al 51 1215 Steel Gasket Neoprene or Buna-N FM1495–Ea Zoeller Affinity of MW S0146ans' 9.4 9A. 9A 47 41 41 • 1434" (3775 e ml _...dP 4/10 ._w. 4110 47V 4110( 4110 ..._ 4/10 413!16" 62164" 022mm, "(212mm) 613+32" (iss mmt 41316' (122 mm) 6 35,164" 066 R(`� m) l.2^ NPT 20 40 60 60 100 6 rz^ Lu L Uj E 1 PUMP PERFORMANCE CURVE _..f.. SK1 i € ODEL 2614 0 160 6 20._ r 009531 FLOW PER MINUTE I rsj s Model { rq§0 4 .f E_., osie( u�r1#ser S83i C64 SrngYe Auto Phase N264 # dor g!o on � 215 156 2 ., f ESN64 t Single Auto .115 1 W .... _.. 9.4 9A. 9A 47 41 41 • 1434" (3775 e ml _...dP 4/10 ._w. 4110 47V 4110( 4110 ..._ 4/10 413!16" 62164" 022mm, "(212mm) 613+32" (iss mmt 41316' (122 mm) 6 35,164" 066 R(`� m) l.2^ NPT 20 40 60 60 100 6 rz^ GALLON LITERS.. _..�........... _..f.. SK1 43 0 160 320 .. 009531 FLOW PER MINUTE 34,5 Model { rq§0 s E_., osie( u�r1#ser S83i C64 SrngYe Auto Phase N264 # dor g!o on � 215 156 2 ., f ESN64 t Single Auto .115 1 W .... _.. 03264 _ Smglea Auto 230 1 E264 Single € 13E4 ; SSngP ( Auto 9.4 9A. 9A 47 41 41 • 1434" (3775 e ml _...dP 4/10 ._w. 4110 47V 4110( 4110 ..._ 4/10 413!16" 62164" 022mm, "(212mm) 613+32" (iss mmt 41316' (122 mm) 6 35,164" 066 R(`� m) l.2^ NPT 6 rz^ _..f.. SK1 43 Lbs .. 34,5 156 { rq§0 s m C 16 156 40 18 Your Peace of Mind is Our Top PriorityO 3649 Carle Run Rd 9 Louisville, KY 40211 USA +1502-778-273111-800-928-7867 1 Fax: +1502-774-3624 www.zoeffer.com Prelrluct information ptesenti i he e f ftects condt+crs W rra ne of (aiiblPcafia , Consult faddy regarong dsscrapar res or trconsesten les. Copynght Zoekfer t;cza many AU nghts.e5eWId COLORADO GEOSCIENCE AND DESIGN,. Inc. Open Hole Observation Form P. 0. Box 68, Franktown, CO 80116 PH: (303) 688-2150, Fax* (303) 688-1295 Colorado Geoscience and Design Job. No. 15-399 CONSTRUCTION SITE ADDRESS: 3371 Yukon Court Jefferson County Colorado OWNER/BUILDER NAME, ADDRESS: Yukon Grove LLC P,O. Box 102563 Denver, CO 80250 Vwe hereby state that observations were made as indicated below and that the items observed were found to be in substantial compliance with the plans and specifications designed for this project and the site where it is constructed, T VALID, WITHOUTOMINAL SIGNATURE STRUCTURALDosse'%,f I S u d *1 k ENG INE ERS December 3, 2015 Nicholas Custom Homes 8220 Park Meadows Dr Lone Tree, CO 80124 RE: Footing and Foundation '4 all Observations, 3371 Yukon C;t, Dear Mr, Nettleton; On October 28, 2015 footing observations were performed and on November 5, 2015, foundation wall observations were performed on the residence listed above. The applicable information concerning the observations is as follows. SPREAD FOOTING FOUNDATION OBSERVATIONS -- October, 28,2015 The footing widths and depths were formed according to the contract documents. Properly sized horizontal reinforcing was provided continuously in the forms. The reinforcing steel for the footings was properly lapped and tied and had been placed in the: forms prior to concrete placement. Footing dowels were on site - Footing forms were placed o undisturbed natural sails and were. clear of debris and loose soil. 4 FOUNDATION WALE; REINFORCING OBSERVATION - November 5 , 2015 The foundation walls heights, thickness and reinforcing were formed according to the contract documents. Reinforcing was placed to provide adequate cover and was properly lapped and tied. The anchor bolts were on site and sized according to plan. The foundation forms were centered over the spread footing foundation system. Vertical dowels extended from the footing into the foundation wall at 24" on center. The foundation forms were clear of debris and loose soil* Please contact our office if we may be of further assistance. n Observation By: Approved E3 „aC)„ 37653 o �a,au B r u ce"� Kinner Dave W. Dossey, P.F. 6025 S. Quebec St., Suite 375 Centennial, Colorado 80111 303. 6 0208 `303,47T5680 COLORADO GEOSCIENCE AND DESIGN, Inc. R 0, Box 68, Franktown, CO 80116 PH' (303) 688-2150, Fax: (303) 688-1295 Foundation Drain & Damnfl-to Observation Form Colorado Geostai ence and Design Job, No, 15-399 CONSTRUCTION SITE ADDRES& OWNER/BUILDER NAME, ADDRESS 3371 Yukon Court Jefferson County Colorado Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 I!we hereby state that observations were made as indicated below and that the items observed were found to be in substantial compliance with the plans and specifications designed for this project and the site where it is constructed. SOIL REPORT INFORMATION: DRAIN & DAMPPROOFING Colorado Gence & Design, Inc, 15-399 Observations . .. .. Reviewed by: Ken Wu, P.E. 5 44, ,r NOT VALID WITHOUTORIGINAL SIGNATURE . .. .... v. F BASIS OF BEARIN66 GRAPHIC SCALE I to: =10' 10 2 0 30 All measurements shown hereon are U.S. Survey Feet. Confli0ing bloundary evidence 'is as shown. N SPOT ELEVATIONS TOW=TOP OF LANDSCAPE WALL BOW -BOTTOM OF LANDSCAPE WALL EOC=EDGE OF CONCRETE F.F.=FINISH FLOOR FL=FLOWLINE 1044*4 4 Lot 13, Yukon Grove Subdivision Filing No. 1 Jefferson County, Colorado. 43 FINAL GRADING STATEMENT. I hereby certify that the elevations and drainage pattern shown hereon were developed from a survey performed on Aprill 15, 2016, and accurately and truly depict the elevations as they existed on this date. I further certify that I have inspected the survey data and have concluded that the area will drain adequately in substantial conformance with the individual lot grading I. The relative elevations as depicted to I maychange usetl,,""" ir removal of soill by acts of man, the subsidence or upheavaof thq,% erosion by wind or water or other ,f6 S' V refore, this survey may not accurately 4% -, depict the elevations and drainag- R& Got property after the date of the s u rvey. 6k j ENGINUR W F 'Tim GRAPHIC SCALE 0 20 30 All measuremenfs shown herseon areSurvey Feet. Conflicting boundary evidfimceshown. W Lot 13, Yukon Grove Subdivision ng No. Jefferson County, Colioradol. I City of' Escrow/Letter of Credit -�.rWh6at ' j dge Transmittal Sheet COMMUN iTy DEVELOPM ENT An escrow agreement has been executed for landscaping for the property q landscaping. fi U, 12MMMMM The above amount is to be held in escrow for: KIM The escrow shall be held by the City as reimbursement to offset cost to City for completion of site work. REM Name Date City of Wh6atPj�ujd COMMUNny DEvELOPMENT Lands Me Escrow AgEtemen This agreement made this 281h day of April, 2016, by and between the City of Wheat Ridge and Yukon Grove LLC, for escrow in the amount of One thousand five hundred dollars and zero cents ($1500.00) being held by the City of Wheat Ridge until landscaping is competed at 3371 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 "Allicat 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 perforin 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 funds for this purpose shall be a letter fi-oni 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: General Contractor Signature Print Name Business Address / Phone Date Title L4=&%j1TM1-.4r1 Title: Date: Yukon Grove, LLC Mr. Bob Nettleton P.O. Box 102563 Denver, CC) 90250 RE: City Review Comments Yukon Crave Subdivision Wheat Ridge, CO Aft Madeb (Mon A, B, C, D) — Including the following addresses 3205,3225,3311,3321,3331,3341* 3351,3361tll7l,3360,3350,3344,3330 Yukon Ct. Dear Nettleton; regardingAt your nViest, Wit office performed astructural analysis for the above listed residence. The purpose of the analysis was to review and provide reconuncodations for the conditions described below. The pertinent information follows: AMM ! i. a ` Via...: It has come to the attention ofthis office that the structural phins 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 office shows that the original plans submitted by this office am structurally acceptable to support the 105 mph Exposure C requirements. No modifications am require& Dave Doncy, M Principal 6025 S. Ovebec St., Suite 375 Centennial, Colorado $0111 1 30199&OM ' 303.4MUSO Bu"I I d"11 hg&v a A Wf�1*886 'coml 811 hightl9ht" af"S On both sides of this form. Property Addrew Property Owner EmaW v K—iz- �2 C2 City, State, ZiD- IC? 1, 0 44 42,v Arohitect/Engint eer E-mail: 'go Phone: 4'?Q37K' Cop, q111111 C(MtraCtom City Ueense ftwpermit# I ftn Sub Contractors: Elel Plumbing: m0cha"Imt ll. t. City License W.R. if License # 0a o* W.R. City License # I A . . . I I L0fljMMr4MPr-x. complete an information triTH sides of this form City of SINGLE FAMIL YIDUPLEX at f ""ge- PUBLIC i s ��: Date: —T � Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a 1*7 11 1 1, located at the above referenced address. Pleasenote the comments checked below, L Drainage: ge: a. Drainage better & Plan required: b. Site drainage/grading plan have been reviewed and e: . Public Improvements required & to be completed with project: a. street paving/patching: Yes b. curb & gutter: Yes c. sidewalk. Yes d. Other (specify): ""es Yes No , C)IC ; refer to stipulations. ... No Completed No Completed No Completed No Completed For items not constructed, the amount, of funds taken in lieu of construction: .. Does all existing roadway/alley R,O,W, meet the standards of the City: Yes No If not, what is required? If KOC W. is required, :has the deed been received: � Yes No (see Note below) NOTE: All deeds must be review=ed and approved prior to issuance of the Certificate of Occupancy. APPROVED. The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirementsand/or attached stipulations. 'i nature Z cxtc 5. NOT _APPROVED. The Public "Works Department has reviewed the submitted materialand does not approve this Permit :Application for the stated reason(s): `i ncatw-e David F. Brossinan, P.L.S. Date 6Stipulations: 7. A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall he required prior to the issuance of the Certificate of Occupancy. . l CITE ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS ASA RESULT OF PROJECT CONSTRUCTION SHALL E REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. City of 1,11, LIC WORKS � C'itY of Wheat Ridge Municipal Building 7500 W, 29"' Ave, Wheat Ridge, CO 80033-8001 l': 301235,2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW Date: Location of Construction: Purpose of Construction- C-1 Single Family _ Commercial rc:ial Multi -Family �' east evl PPDC " t t .l3 (Required of all projects for document processing) S0.06 ctrela aalti�' a � .Review of existing or minimal technical documents:..... 20.0 ............. ...... Initial review'of technical civil engineering documents -- (Fee includes reviews of the I" d 2 s submittals): :.. ......... $600.00 ......... Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2nd submittals) :... ......... ......... $5 00.00 Trip Generation Study Review Fee: ............ 200.00 0 & M Manual review & SMA Recording Fee.... ..... ...... $100.00 ' Each 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 the Traffic Stud, as requested by staff, further reviews to the following Resubmittal pees: of the Application will be subject Resubmittal a �+ 3'd submittal (4 initial review Ise);....., $300.00 4"submittal (,full initial review fee): .... ..... . . ........... 600.0 .All subsequent submittals: ........ ......... $600.00 (Full initial review fee) TOTAL(due at time of Building Permit issuance): r assa.t i,etht",'Ittid t",V, a,tls Rev 12112 Cif Y of i pity Of Wheat Ridge Municipal Building 7500 V 291h Ave, Wheat ate,Co3 0033- 003 P,(1.35., F.473.318 57 ADD Dear Contractor: In conjunction ie approval of the building Permit application for the, above referenced s letter is to informyou thatall existing public improvements to ted c efron c of said d shall be restored,acceptable condition, s determined fda tom related construction) to an to the issuance of a certificate of Occupancy, Ridge Public Works Department and prior Prior to any construction commencing, he City's representative cviii cordo inspection to determine the existingCondition(,) of e plc improvements at an onsite Ifo have this address. ` questions, s p se coag contact e at 303-235.2864, Sincerely, David F Brossman,,P.L& Development Review Engineer File Rev 2106 Si ISI TIAL Buildin c, Permit Plan Review Worksheet Rev. 06,2014 .ddress:.. Zoning: .. Lot Size: sq. Lot Width: Property. in the flood plain? ` ° " Ifyes, add surveying condition F LD Type ofproj , t (applicable survey nditions in parenthesis): Accessory Isi', yr site pi ` e►zae Addition ILC ani site pian if vvlia� ;' of ettaet� or ix� ti+�c�d lam if in } ii"ir� �oodpTz� {F II,C" rt site pian yes ) if'li 2' of �etack ifiaz t�aod taiza Maximum Lot Coverage. '50 % sq. ft. Existing Improvements: Proposed Improvements: House: sq. fl. House/addition: Shed: sq. Shed: . ff. ft Detached garage: sq; ft. Detached Garage: q. Other: sq. fl. Other: sq . . sq. ft. Total Existing sq. fl Proposed+Existing � sq. f Lot Coverage % lot q Coverage � � a % Required Setbacks: FR S S Provided Setbacks: FR S S R For additions or new construction, is the structure within feet of minimsetbacks? If yes, add sary " Maximum Height: fl. Maximum Size. _.., � � � . Proposed Height- sq. Proposed F°roposed Size: Parkland: If the pe it is for new construction, have parkland dedication fees been paid W If no, add condition PFEE, .notify owner, and notify building division. Streetscape: Does the permit result in any of the followingconditions? Construction of new roads LI Flatting of new lots New development U Additions that increase floor area by 60% or .more (see formula) (proposed fluor a _ existing floor area ) } 1 existing Y' k floor area °/o inc. If any box is checked... SF/DUPLEX—Is there existing Q Curb Ugutter -foot sidewalk adjacent to thero erty 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, strectscape construction or fees -in -lieu will be require& ofdedication or constructionare due at the tim, 1' ��F cAla �°°zap i,v 0 30 w i ROPOSE0 SPOT ELEVATION LANDSCAPE WALL HIGH OR LESS THAN LLLS AS SHOWN HEREON ARE FOR SITE 1 THE SOILS ENGINEER SHOULD B t ifCTURAL INTEGRITY. 3 FINISH GRADES t 1p ;EXISTING CONTOURS t l ai« AS CTES, INC. DATE 26305 ��a45 VD $511 YUKON ON IS, iVII I 5 N euWSIL YUKON P GENERAL INFORMATION Schedule: 464859 Parcel ID: 39-262-13-021 RCLnjHe12 Status: Exempt Property Type: Vacant Land Property Address, 03371 YUKON CT WHEAT RIDGE CO 80033 MailingAddress: 10827 BOBCAT TERRACE LITTLETON CO 80124 m3m�� in %012, 10 MON 3 i PROPERTY DESCRIPTION ------ -------- Subdivision Name: $60250 - YUK*N G�ZOVE FLG VO 1 �essor Parcel Maps Associated with Schedu:l:ej -ISHUM N �t* WHIRTR04M Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 - Phone: 303,688,2150 - Fax: 303,688.1295 - CoGeoDesign Yukon Grove, LLC P 0 BOX102563 Denver, CO 8o25o SUBSURFACE INVESTIGATION REPORT NO. 15-399 JU1Y 13, 2015 00 8SQ/' U0 30452 A M- L NOTNIALIDWrrHOL'T ORIGINAL SIGNATURE GE07ECHNICAL STRUCFUPAL CIWL ENGINEERS General 1 Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete is 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 I Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information about the Report Stibsurfaoe �nvestigarion Yukon Grove, LLC Colorado Geosdence and Design, fing, Reprt No, 15-399 I It Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geosclence and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. =*MWvM21UMW=1 LWA U -TQ- cl M Subsurface investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No, 15-399 is estimated that total structural settlement will be on the order differential structural settlement will be on the order Cracking of stabs -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 ®, 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, Colorado Geoscience and Design recommends that steps be taken 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 and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). Subsurface investigation Yukon Grove, LLC Colorado Geoscience and Design, ft, Report No, 15-399 � 1 1, I'll", W -W on, �b Performance Misk-Category -4 Representative Percent $well 1 (1,000 osf Surcharae) M M I Note, the representative percent swell values presented are not necessarily measured verses; rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance, 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. 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 slab remains constant during the construction process, M Subsurfsee lnvestigaton Yukon Cas e, LLC Colorado oscience and Design, Inc, Report No, 15-399 If a forced air furnace is used, a 2" flexible connection should be installed between the fumace and the duct. Pp MIA Oil I I I 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 location a 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 M Subsurface Investigation Yukon Grove, LL Colorado Geoscience and Dein, Inc. Report No. 15-399 . M s... AY f-1 ,+�" •. Vic, AF. AFOUNDANONS'OftrKSTIK)tUNCS 0 PERCOLAWW I EST HOLES 510M PROME KOLE LIMIUMABLE F.)19L PROMEIMLE LOT 14 Bi 'A R 1:�13 1:71M, LOT 38' --�Bl s�unLITYESMT FIROff, I �TY LlNff SITE MAP ALL LOCAnONSWiOWN Aft" 0ASEDON SPEMC, INFORNSA110N, FURNISHED NY 07HEZOR 0111MATESMADEVN THE DISTANCIS, FXRECTIONS, ETC, ARE NOT THE RMILT OF A A".' APPROXINIA11ONS AND ARVY0TWARRXN'TED1XY BE EXACT, IT Gh rHFVVNER/'EMMRS 4fWA)NVaXr,'Y'ftl DU IN E PROMMSOUNDARMSAND WSW* ALL OMSTE ALPROVENWIlTs ARE LCCAT&DWITMN THE PLATTE05frEANOWrOf AU WiTANCE.5 ARE TOSEVEMNEDPRILOR TO NXCALLA'n0M YUKON GROVE, LLC lH=30' WE LOCATION 15-399 3371 YUKON COURT JEFFERSON COUNITY, ---- 41G.1 COLORADO Colorado Gooscience and Design, Inc. PROJECT: Subsurface In ve I ation JOB NO: 15-399 CLIENT: Yukon Grove, LLC LOCATION'3371 Yukon Court, Jefferson Coun , Colorado Log of Test Holes DRILLING METHOD: 4" Continuous Fliaht Auger U- C 0 Uj mm in 91 M z mm In IN I . .,.- twit:u sdfiu'f��Oyvy LV very clayey, loose to medium dense, moist, brown to rust brown Notes: 1, x/y indicates that "x" number of blows of a 140 -pound hammer failing 30 inches are required to drive, a 2 -inch diameter sampler "y" number of inches. F 2, indicates death at which soil samples were taken, ME EM M W U M MN M Im Where Appficable— lndicates ground water encountered during the drilling oiler b. Indicates ground water encountered after 24 hours, 0. i Indicates auger refusal, d, --C-, Indicates cavine Figure 2 SWELL - CONSOLIDATION TESTS 100 0 IM 3M 5M 10M 20,000 28,000 APPLIED PRESSURE F Test Hole Nva,t ' i# sr� t�r�: �€- r� sr 1 t s tium ,deresp moist brown t rust brown iz� JOB . 15-399 FIGURE 3 poi I� � � • A`AN fI da i•n under +.y � Mi, I i pressure I I i� N towelting r added to sample �. JOB . 15-399 FIGURE 3 SWELL - CONSOLIDATION TESTS 100 300 1 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1D th 19' Soilmedium De dense ist mo i brown to rust brown I I BRACE WALLS, I OP & B(,YT PRIOR "TO BACKFILI.JNG, CONCRETE GRADE BEAM FLOOR SLAB, EXPANSION JO�NT 4" M1 N, — WELL SLOPED - 12" PER 10 T. MIN, DO NOT DIKE WITH S,0D OR EDQN-,- TOP 12" OF WELL- CC)MPAC, TED BA('lKF;LL MODERATELY COMPAC`LED BACKF€LL AMPPROOFING POI YETHYLENE GLUED To WAL I LL EXTENDED ALONG 'THE BOTTOM OF THE PEXCAVADON, l5k BUTLDING FELT `3 TO 1 1/2" CLEAN GRAVEL /4 '\ 4" D�AMETER PERS"'ORATED P�PE, \�-,SI-OPE DRA�N PiPIE, 1/8" PER FOOT TO '12" MiN. DAY�JGHT, OR TO A S�JMP P�T, IF' TO DAYUGHT, COVER END WITH SCRIEEN, 1-3ACKFILL AROUND 'THE FOUNDATION SHOULD BE MOISTENED AND C0MPA(-`,'TE.D AND 'THE FINAL (3RADE Slir-l"OULD BE WELL SLOPED 'TO PIRECLUDE PONDING OF RAyNFALL, IRRK",)ATION WATER, AND SNOW MELTA[-)'JACEN"T TO FOUNDATION WALLS, CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF' WATER AWAY f"R'-'0M ["O"UNDATIO N 1 WAILS WITH SOD, --'DG�NG OR DECORATIVE GRAVEL AND POL.YUTHYLENE, D6i�NSPOUTS AND'SIL L COCKS &'10ULD DiSCHARGE INTO SPLASH B[ OCKS OR LONG EXTENSIONS, DRAIN SYSTEMBELOW GRADE AND BACKFILL DE r rAILS (FOR FOOT'ING FOUNDATION) DETAIL 1 F A GRADINC]; DE DECORATIVE GRAVEL OR BARK AREA, SOiL TO BE SLOPED AWAY FROM FOUNDATION. mm NOTE 1. PR6VIDE A MINIMUM SLOPE OF 6" IN THE FIRST' 10'--0" FROM HOUSE (10%), 2, DOWNSPOUTS AND E:'XTENSIONS SHOULD EXTtENDED 5'--0" BEYOND THE FOLINDATiON, m DETAIL 2 Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical inforrnation 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 performance ofgcotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance 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 deterritine the level of risk they are willing to accept for the proposed construction, The risks can be reduced, but 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 writ ng, the owner will assume additional gertechnical 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 nine of report issuance. If the construction occurs one or more year's after issuance of the report, the owner and/or client should contact our firm to determine 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, hig r, 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. Swell Poten tial C, It art SWELL POTENTIAL AT 1,000 LB& CLASSIFICATION 0 tri !/2% Non-expansive/Very low 1/2 ter I VZ% Low IV., to 3 Y2% Moderate 31,/2 to 6% High 6 to 8% Very High Greater thhan8,%/o Critical The swell potential classifications are based on the percentage of swell for samples placed on swell/consol idation machines under as surcharge of 1000 pounds per square, foot, The relative swell classification can be correlated to potential stab dainage as follows: Low - rainor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial ftaining, void and flimace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenurn, and possible pipe rupture. These effects are based on monitoring and observation by several firnts 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 with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria f6r 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 m irrigation * Construction details and proposed use 0 Local experience rAM F DAVID E. A-11— . .. . ...... il DATE: oa-lq-:201!5 & ASSOCIATES, INC. REMSTERED " SURVEYOR 105 WILCOX ST. CASTLE ilk 80104 PHONE 688-4642 SITE P'LAN LOT l3v YUKON GROVE SUBDIVISION SEC. 26v 73S, ROW, 6TH PA., JEFFERSON COUN!�� COWAADO am Signed 1+r» MV P�zb Asio 0 w y r Z % ...... .... tjo\\ pog 0 1 of 1 JobNo. 15-0742 Downspout orientation, typ. T CITY OF WHEAT RIDGE CITY OF VO4EAT RIOClE PUBLIC WORKS, ENGINEERING PUBMWOM APPROVED FOR: 1 ' 65.16, ' DRAINAGE 0 SIDEWALK DATE n 4, t U GUTTER 0STr r 9/24/2015 8 ,w of /WSCELLANEOUS 0 PLAT ON w jCOMMENT � •s `est Submiftal kAPPROVED WO C #tt1 I SUBJECT TO riELD INSPECTIONS S � HOME % TS LOT 13 4 S SGRAPHrC SCALE 1'.10, S S S 0 to 20 30 t.PROPOSEI) SPOT ELEVATION S SLANDSCAPE WAS R A' HMH OR LESS THAN THE LANDSWE WAUS A ARE FOR Un GRADING PURPOUS. THE $043 MINCER Sl,"U) SE CONSULTEDFOR STRUCTURAL F k ti ° .. ISH GRAM S LOT 12 L.°. I) A signed and saled &,wntlation. t ac sand"lei ation+ irl Y. . 1. L AT V00 TIUTI w . EXCAVATIONt crtcalrar) from professional serw°> is s . THIS PLAN SNOWS IMPROVEMENTS. " required as the proposed structure cis within two Feet cwt` � �` AT t.. I . � A , INC. € Arr the setbackirrtsb r r PLANS FOR STRUCTURAL Rrr dA 2630 ?) Directroof drain downspouts in the directions indicated to protect adjacent properties from storniwwatcr r nofE 6 INS # Drainage Certification .otter shall requireprior torIL , r, N C.O. to ensure proper site grading. /,31 .t. 4004 "NOANAW -0142 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