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3311 Yukon Court
,3311 L LdftV�, C -t 4 L PJ"r CTION RECORD INSPECTION REQUEST LINE: (303) 234-5!33 Occunancy/Type ,0. Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the f wing business day.** Inspector Must Sign ALL Spaces pertinent to this` ect� j,. ns ec Foundation Inspections Date I Int alt r Comrnen*" j$'? Pier Concrete Encased Ground (CEG) Foundation/ P.E. Letter �T.7�Ri7.17T�i .KTiTa73T-MU iTin_ ."IiTY_91VF.lt9iiIm-*T-y01:104 MIF. Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing r1n Hnf C_nvpr I Indprnrnund nr Rpinw/ln-Slab Work Prior 7 o ADDroval UT I ne Apove Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof - 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 r 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 — riease oe sure tnat rougn inspections are compieteu irurn Mu nre v bLHUL aiiu C1CGU 1GC11 1VW vU1LayG by the Building Division. For notification of your assigned inspection time window please email insptimerequestci.wheatrid eg 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 _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: kL )_ Job Address: Gvv C Permit Number: 70--/ -7U O% ❑ No one available for inspection: Time '"A /PM Re -Inspection required: Yes No When corrections have been made, call forre-inspection at 303-234-5933 Date: �' �`y'l7 Inspector:l�`?i�d`�"" DO NOT REMOVE THIS NOTICE `V, City of CWheat jdge MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 DATE: November 13, 2017 TO: Accounting Department FROM: Meredith Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Request for Release Reimbursement is requested for funds in the amount of $4,500.00 (Four thousand five hundred dollars and no cents) being held for landscaping for property located in the Yukon Grove Subdivision located at 3285, 3295 and 3311 Yukon Court. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. If you have any questions, I can be reached at 303-235-2848 or mreckei-tgci.wheatridge.co.us. MAKE PAYMENT TO: SEND TO: Yukon Grove, LLC PO Box 102563 Denver, CO 80250 Meredith Reckert for Ken Johnstone Director of Community Development www.ci.wheatridge.co.us i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: k" 1 0 Job Address: 3311 Y WTO Y1 G 7 Permit Number: 2 O 1701 cid - ��PyiUVL V9 9 ❑ No one available for inspection: Time I Z 30 AMO Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234- Date:- 6//9//-7 Inspector: G A P DO NOT REMOVE THIS NOTICE e 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: /11 ) b Job Address: % f U C fi Permit Number: 0_-::)) -161 W ❑ No one available for inspection: Time 5 - `f ) A KkPIV,Y Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 6 Inspector: 424�� 4e DO NOT REMOVE THl NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701807 PERMIT .NO: 201701807 ISSUED: 06/09/2017 JOB ADDRESS: 3311 Yukon CT EXPIRES: 06/09/2018 JOB DESCRIPTION: Reroof house with attached garage pitch 8/12; OC Duration storm shingles - 24 squares *** CONTACTS *** OWNER (303)433-7036 TRUJILLO MEGAN SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,129.00 FEES Total Valuation 0.00 Use Tax 233.71 Permit Fee 236.00 ** TOTAL ** 469.71 *** 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&Oms 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 - 201701807 PERMIT N0: 201701807 ISSUED: 06/09/2017 JOB ADDRESS: 3311 Yukon CT EXPIRES: 06/09/2018 JOB DESCRIPTION: Reroof house with attached garage pitch 8/12; OC Duration storm shingles - 24 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 property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am le 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. ., &/)Z/( `7 Signature of 6M/NER 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 procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offial and is not guaranteed. 4. No work of an 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 s}�a tT'n t proceed or conceal work without written approval of such work from the Building and Inspection Services Division. fifi 6. The issuance or i it sty nstrued to be a permit for, or an approval of, any violation of any provision of any applicable code or . r mance or reg i is 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 insptimerequest@ci.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 From: no -reply@ ci.wheatridge.co.us Sent: Thursday, June 8, 2017 12:30 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application I 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 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. 3311 YUKON CT. MEGAN TRUJILLO 303-433-7036 MEGANTRUJILLO@COMCAST. NET Yes CONTRACTOR INFORMATION Contractor Name NEW VISION ROOFING & EXT. C 0) W 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) Yes No OWENS CORNING DURATION STORM SHINGLES 24 REROOF HOUSE WITH ATTACHED GARAGE PITCH IS 8/12 Project Value (contract 11129.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit 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 303-91 7-OA98 Roh(&MN Nw-Vieion-Rnnfinn r -nm L9ACCREDITED BUSINESS New -Vision- Roofing.com I i ---c- -4 2 1- -A DDD A ......-..J:+...J Property Owner Email Date Street Address Estimator City, ST ZIP Insurance Company Home Phone Work Phone Claim # Full Partial Repair Damage: yes no Type: HOUSE GARAGE PATIO SHED SHED2 Roof Type: Drip Edge Color: ❑ Inspect Decking ❑ Inspect Flashings ❑ Clean Up & Remove Debris Payment Options 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: $ (not to include insurance supplements, permit costs or any unforeseen construction costs) ❑ Balance due upon completion ❑ Cash sale 0 I NSU RANCE AGREEMENT. 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: Date of Acceptance: Homeowner's Signature: 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. 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. 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, (O&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. City of 'JrWh6 cIMatl ENT jjge OMUNiT-y DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P. 303.2352855 F: 303237.8929 August 30'h, 2016 Owner/Occupant 3 311 Yukon Ct. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval — Permit 201501321 (NeNv 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 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 299" Avenue in Wheat Ridge. ammm Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Of Phone: 303-235-2873 Fax: 303-237-8929 xvwNv.ci,svbeatbU1 le.coms City ('.)f Wbea-t�dgc- ,,j �COMMUNrry D'EVELOPMENT www.ci.whearridge.co.us � k A , City of coal City of Wheat RidgeMunitipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303235,2846 F: 303,2352857 DATE: June 28, 2016 TO: Accounting Department SUBJECT: ESCROW REFUND/RELEASE ------------- L WM. i'--mmm, , 11 "1 11e a-=,jrrU=I)lM0M held for installation of landscaping for property located at 3311 Yukon Court. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: William Fritz SEND TO: Yukon Grove LLC Construction Draw Account P.O. Box 102563 Denver, CO 80250 111033MINt JR111113IM11 www,&vvhestHdgex0.us -a-d'SOSSO(I -Ak OAP(j 01 paAoiddV 00 NN 00 oa� L t 109 op0joloololuualueD MMMMMEMM -IOURISISSU Jaqjjnj jo aq Xvw am j! ao!jjo ino jorwoo a,,Pald -dos asool put, s!jqopjo iroloajam swjoj uo!itpunojaqL -jaiuoi uo,,tZ it firm, uotirpunoj otp oiut gutiooj oqi Moij popuma sl0mOP MOPIOA •tuojsSs uoilLpunoj i?utlooj proids Oqj JOAO POMU01 010M SUJJOj U01119punoj oql •urjd of guipl000v pazis Pur alis uo wom siloq joqiuu aqL •pou pur paddrl Xljadoid stm pur jokoa airnhapt, DP!Aoid of poorld sem 2uTo.tojutoX -sluotunoop latilu000qi of 2ulpl000r pouuoj,;)jom 14?ulojojulal puL, ssaujoitp lslq2tlaq diem uoii*epunoj, oqj UNi-104 , pos asool pur stjqap jo i-eala oia/a pup silos juituru poqjnlsipunuopaouldexam sumo] uilooA,al!suoo.ioA&slamopuilood �luawiD-)eldalaiau000ijoildsutjojacyl utpoaLld uooq prq pup pati pup paddul fvjjodojsrm sgutloojaqi jqj jams �tuojojutojoqL -stuioj o ui fjsnonunu03 POP!Aoid srm hioxo jutoj jejuortJoq pazts Xljidoid -sluatunoop iouiwoo otp of iguipiwar pawioj oiam sqldop pue sqjpjAN Wupooj aqj, :Smolloj se st SUOIILIAJOs,qo oqi 3utullaouoo uouRullojut ojqratjddv act 'OAoqe palstj oouap!sojaqj uo poutiojiod ojam SU011VAxasqo llrm uouepunoj *5 10Z '6Z Pur 8Z JOqOlz)O uo Puu p-awjojiad ajam suoilrAjosqo 2upooj 5 1 OZ I I Z joqoloo uo n3AI--1378 luoloplax'IM iro(l *K) UO)MA TICE Isuoi .jvAjasqo 11% uot .Ivpuno,4 pun tu]400,4 :a -H tzlos ODaaii, ou-11, AL Mo 'ela )Xtjvrlrt gloZ,C jaqw000U MMUBLIM 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, 15-405 CONSTRUCTION SITE ADDRESS: 3311 Yukon Court Jefferson County Colorado OWNER/BUILDER NAME, ADDRESS: Yukon Grove LLC P.O. Box 102563 Denver, GO 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, Date Observed by: 10/1/2015 EXCAVATION OBSERVATION Sw SOIL REPORT INFORMATION: COLORADO GEOSCIENCE AND DESIGN INC 15-405 Reviewed by: Ken Wu, P,E. ev a 'AL e ;"�OTVAJ-)[) V`11'140UT 0RR,-.,,,,HqAL SIGNA FL)RE ;C.*'*0L0RAD0 GEOSCIENCE AND DESIGN. Inc. Colorado Geoscience and Design Job, No, 15-405 CONSTRUCTION SITE ADDRESS- 3311 Yukon Court Lot #7 Jefferson County OWNER/BUILDER NAME, ADDRESS: Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 I/we substantial compliance with the plans and specifications designed for this project and the site where it is constructed, Date Observed by: 11/912015 DRAIN& DAMPPROOFING Sw SOIL REPORT INFORMATION: Colorado Coscience & Design, Inc, 15AO5 Observations 7"1 i'Z Rev�ewed Ken Wu, P,E, 4152 NOT VALID WII-Iffl iTORIGINAL, S)UNATURE U hundred donars and zero cents O&SAY'. eing c y e I Me=alugeq landscaping is competed at In the event that landscaping is not installed by June 1, 2016, ffTeT'iTy—ol - ea i 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. I L" a U Loa to- M I E. Ij u a I# r, I a I I LM own #1 1 r" 1 no, oxg E. I tM UM MAI MMUEMM��M General Contractor M Businds Address Date LS=&n[T4rTN Irv' City of Escrow/Letter of Cred WheatM]��I e C(O�MAAMUMTYDEvELOPMENT 091 Transmittal Sheet An escrow agreement has been executed for landscaping for the property i 111�;�1111�p�jii IIIIIIIIIIII for completion of site work. Notes: Name Date sari" Ihl.lo ML. uossey1sualk STRUCTURAL s t . BobYukon Grove, LLC Nettleton P.O. Box 0256 Denver, CO 80250 RE: Yukon Grove :.b i i:f': Wheat Aft Models RIncluding following b d 3205,3225, �3LI, 3321, 3331,3341, 3351,3361,3371,3360, 3350,3340,3330 Yukon Ct. At your i:. officepetformed a structural analysis forabovelisted resideme. The Purpose i analysis was to review and provide reci i s •..; tr the conditionsdescribed below.pertinent information regardingt It '.,: tometo the aftentionof ollice thatplans submitted for the above-mentioned addresses h: i. incorrectlyi tthe wind Weed andexposurefor -iGrovei i icorrectt" speed 4and exposure! .. # iandExposure C. Analysis by officet that the originalplow submittedby office am stmturally acceptable to support the 105 mph Exposure C requirements, No modifications am required. OF Dave Dossey, P.E. Principal 6025 S. Ovebec St., StAte 375 Centenrild. Colorodo $0111 301MAM 303.4M$680 4*lG city of Date, -)(DevaoPME I *qgle COMMUNIT 3'rr� P1AnPWM1t# But +d ngl & dna opt S Division ) )" I -5z' 700 W. 2e Ave., WhW 303-236.2 Fox. 303 -237 - Inspection Li 303-234-6933 Pe ion areason both Skies of this f* In P1 APOIC060M my not to PMMsed.. • +.:MM:.... Sub ontmel ca : W.R. City License '175 1�31 i ii y License ra W.R. City License Other City LicensedSub: Other City Licensed Sub: City License # City License # complete all informationOtt :1i des r o t DAVID E. ARCHER SCALE. I 0= 201 &SSQ TS, INC, DATE' 0811&-c�15 00%rxrw,..e¢nxa� :10, 105 WILCOX ST. -REVISION CASTE ROCK, CO 80104 HONE 688`4642 SITE PLAN tea cou 61 UTILITY 4 MAINME ,.. WLVINO SMACK LINE ` � d 9511 YUKON PLAN A �F LOTi L--51.42' :., O E t 111,0am . s i SI 50 FTt/* Ign not 111111141,001- Ned Avg 14 104t2& 201 1 f 9 a s t lSi# e X11 t c> Job No. 15-0736 Address: 53 / .honing. Lot Size: sq. Lot Width: td Property in the flood plain? If'yes, add surveying condition FLIM. Type ofproject (applicable survey conditions in parenthesis): 0 Accessary ISI', ILC or site plan noise if in fltsodplai�s (p C? Addition Ii..t; ani site pl if" wli ' cif setbaIr or i ftao lain I�ie ILS rz site pI yes C I i} if v✓/i ' oI setback {N ) if in flood I ' I4iI 14Iaximurn Lot Covera e: Existing Improv eats: Proposed Improvements: House: sq. House/addition: � �_ q. ft.Shed: sq. ft. Shed: sq! R ft.Detached garage: sq ft. detached Garage: Other: sq, . Other: sq t sq. ft. Total Existing sq.. ftProposed-Existingsq. ft Lot Coverage % Lot Coverage m n ... n g % Required Setbacks: FR f Q S __ .�._ Provided Setbacks: FR S10 S R 4 . For additions or new construction, is the structure within 2 feet of minimum setbacks? w.__ .... w ...... If yes, add s eying condition Maximum Height: A fl. Maximum Size. sq. ff. Proposed Height fI. Proposed Size: Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PI E, notify owner, and notif banding division. Streetscape: Does the permit result in any of the followingconditions? LJ Construction of new roads U Platting of new lots New development a Additions that increase floor area. b % or more (see formula) (proposed floor area — existing floor area ) J existing floor area �`� inc. If any box is checked.. SF/DUPLEX—Isthere existir urb utterr -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, sireetscape 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 -air -lieu of dedication or construction are due at the time the permit is issued. GENERAL INFORMATION Schedule: 464853 Parcel ID: 39-262-13-015 RdaLb& Status: Exempt Property Type: Vacant Land Property Address: 033 11 YUKON Cr WHEAT RIDGE CO $0033 Mailing Address: 10827 BOBCAT TERRACE LITTLETON CO 80124 PROPERTY DESCRIPTION INIM.41"R121-914M rAlmov'r-mom3m 0111w— I --- ill I'll 1 11 N 11 11 11 11,001IM11111 ill I M0 I I MV Mill Levy Detail For Year 1100=12mmml i�° °t ,t Riqgc tiW�'Y '�'0RKS City of Wheat Ridge Municipal Building 7500 W, 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303,235,2861 F. 303,235Z57 Date: Location Of Construction: Purpose of Construction: Single F°ami y Multi -Family etc► rtrent 1 sl ......... tl.i3 (Required of all Projects for document processing) • Review Of "isting or minimal technical dcicuments. • Initial review' of technical civil engineering documents (Fee includes reviews of the I$' and 2 na submittals); .. $600.00 • Trak Impact Study Review Fee: (Fee includes reviews of the I v and 2"d submittals), ... .................... Stll ;til Trip Generation Study review Fee- ...... $200A0 0 & M Manual ual Review & SIVA Recording Fee ........ .. ...... .......:. $100.00 Each Application will be reviewed by staff" once and returned for charges. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requestedy staff, further reviews of the Application wz47 e subject the followingResubmittal Fees: Resubmittal Regis: 3"6 submittal (V2 initial review fee)- ......... $300.00 "' submittal (full initial review fee) :.... ......... $600.00 All subsequent submittals ......... ........ ......... $600.00 (pull initial review fee) REVIEWTOTAL (due at time of Building Perryin issuance)- u_w,. ,._..�—Li PLEASE NOTF THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSrNC T3 PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITIl N PUBLIC RIGHT-OF-WAY. yfie atrid„,z..a°oj. s Rev 2/P �:�\f\........ Finished Basement .. .m~� Randar arae Yukon «:*?e oriel OMP/P17//E� \%\�©. Geoscience & Design, Inc. P.0, Box 68 Franktown, Colorado 8ol16 - Phone.- 303.688.21,50 - Fav 303.688.=9�5 - CoGeoDesign Yukon Grove, LLC P 0 Box 102563 Denver, CO 80250 SUBSURFACE INVESTIGATION ml I I NTOT VALID WrMOU"I' ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CM11 ENGINESkS General 1 Site Conditions 1 Field and Laboratory Investigation I 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 1 Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table 1 Details of Foundation Drain System Detail I Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface investigation Yukon Grove, LLC CWorado Geoscience and Design, Inc, Report No, '1,5-405 Site soil conditions encounteredthe test borings report.presented in this ed and must performed by a representative of this Office to verify existing soil conditions, an the proposed design bearing pressure.► observation performed only after the entire building footprint has been excavated to the bottom bearing elevation. In addition,o revise our .. datio recommendations LOUand/or revis am �tiqrkn k Failure JE follow observation requirements ` jeopardize 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. Based on our evaluation of the subsurface conditions, we commend the proposed singl+ IF ! +►.: N.. 4 w:. footings and pads. A engineerprofessional use the following should design I. The footings and pads shall be designed for a maximum soil bearing pressure of 1,750 pounds per square foot (DL+LL). The entire foundation shall bear on the fine-grained, mediumdense, .. � VII • -:. i • • *" +" .` ♦ �+: ! ! • � «e ;., it uI !I • w, *" it «: ...» Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No, 15-405 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 ♦ testing prior to installation. olorado 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"). M Subsurface Investigation Yukon Grove, LLC Cotorado Geoscience and Design, Inc, Report No. 15-405 Slab Performance Risk Category Representative Percent Swell Wit i- 0 to <2 4 to <6 Ve Hi h 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 stabs 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. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than Y2" thick, The floating concrete slab shall be completely isolated from all utility lines. 8 Subsurface investigafion Yukon Grove, LLC Colorado Geoscience and ss n, Inc, Report No, 15-405 Control joints shall be provided in the concrete slab, These control joints must be saw cut or 11' to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. All non-bearing paron 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 concre slab if the slab is reinforced with steel rebar and special care is taken not damage the piping during future construction activities, Nails shall not be driv into a concrete slab that has hot water piping, Base plates should be attach with construction adhesive or anchor bolts cast in the concrete slab at the time placement. If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. 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 foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No. 15-405 The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed, Site grading is critical, A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10) away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area 11` the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water, M Subsurface investigation Yukon Grove, LLC Cobrado Geoscience and Design, hc, Report No. 15-405 foundations, Additionally, it is the property owner's responsibility to maintain downspouts and buried sprink�ler 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 1/2H to IV 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 familiar 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. Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCiA), Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have 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 sealing of the joints can mate build-up of radon gas. This 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 $oil 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. I PROJECT: Subsurface in JOB NO� 15-405 Colorado Geoscience and Design, Inc. L�ts!iqRa—fiq!!-----a -- CLIYukon Grove, LLC Log of Test Holes LOCATION: 3311 Yukon Court, JeffersoLn �n, Colorado_____ DRILLING METHOD- 4" Continuous Flight Auqer ME ME Is C [- 0 LU M MM IN IN I Fine-grained sand, clayey to 100 very clayey, medium dense, slightly moist to moist, brown to rust brown BE M M a M IN go IN Notes: WhereAppficable- 1. x/y indicates that "x" number of biows of a 140 -pound hammer fe"ing 30a: Indicates ground water encountered during the ddifing operation, inches are required to drive a 2 -inch diameter sampler "y" number of inches, I b, Indicates ground water encountered after 24 hours. T, 2. 11 indicates depth at which soil samples were taken, 0. Indicates auger refusal, & —(1 Indicates caving, MM SWELL - CONSOLIDATION TESTS 100 300 1-411 -Sm 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. I De2th,,3',, Soil, Descri2tio , Fine-prained.sand clayey to vea m den A., , d2jeL mediu I 100 300 Im 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No, I Deoth 9' Soil DescriDtion: Fire -grained sand, clavev to very clavev- mpdium dpnq� SWELL - CONSOLIDATION TESTS "est Hole No, 1 JOB NO16-406 FIGURE 3 Swell/Consolidation under yM III Iu d * # pressure due to wetting li � IIII Icy pressure � " ngWater Water added to sample addedto 3! Y! Y\i i1F .tllM ' k! Y6 sample "est Hole No, 1 JOB NO16-406 FIGURE 3 yM III Iu d * # li � IIII Icy pressure � " ngWater addedto sample "est Hole No, 1 JOB NO16-406 FIGURE 3 I BRACE WALL'S, 'fu'"'P, & 80TI, CONCRETE GRADE BEAM, FLOOR SLAB EXPANSION JOINT 4 " Ml N, SLOPED — 112" PER 10 Fl_IMIN, DO NO F DiKE OR EDGING 70P 12" OF WELL --C,Ot,4 ,-,'AC "'ED BACKFILL MODERATELY C0tvlPACTED BACKFILL AMPPROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF 'T,'HE EXC'AVAT�ON, BUILID�NG FELT CLE'N GRAVEL �14 4" DIAME`l':'_',RPERFORATEave PIPE, E 1/8" PUR FOOT TO DRAiN PIPE_ 12" MIN. DAYLIGHT, OR TO A S(jNIP PIT, IF 'TO DAYUGHT, COVER END W1111 S('l-REEN, BAC,KF�IL-L AROUND -1-HEE' FOUNDATION SHOULD BEE MOISI"FNE'D AND COMPACTED AND 'HE FINAL GRADE SHOL)LD BE WELL SLOPED 1-0 PRECI - UDE PONC)M OF RAINFALL, !RRiGAI,l0N WA�lFR, AND SNOW MELT ADJACIENT _M FOUNDAT�ON WAI LS. CAUTION: DO !NOT DIM— OR IMPEDE- THE FLOW OF WATLER AWAY FROM, FOUNDATION WALLS WITH SOD, EDGING OR `EC 0RATIN' E-__' GRAVEL AND POLYETFlYLENE, 0 D WNSPOUTS AND SILl-, COrCKS SHIOULD DISCHARGIE M-0 SF'LASH BLOCKS OR" LONG EXTENSIONS. DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAHS , c T IT FOOTING FOU'NDATIOINI) p -Q E �,J N SLOPED AWAY FROM FOUNDAT�CN, 1 -o ---FOUNDATION WALL NOTE 1, PROVIDE A SLOPE OF 6" �N THE FIRST 10'---0" MINUUM FROWS E (1 ".). 2, DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'---0" BEYOND THE FOUNDATION, m VU191"M Important Info nnation About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide georechnical 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 of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions, Rather, engineering judgments and experience are used to estimate likely gernechnical 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 gemechnical engineering, and they, the owner and/or client, must determine 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 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 finn 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, 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, Swell Potential Chart WELL POTS NTIALAT1,000 LBS. CLASSIFICATION 0 to I/z% Non- expansiveNery low V2 to I Low I V2, to 31/N Moderate 31A to 6% High 6 to 8% Very High Greater than8% Critical L - 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 follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum . and possible pipe rupture, These effects are based on monitoring and observation by several finns 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 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 * Locale ,per Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock, Typically, irrigated landscaping increases tile soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly 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 damage fm expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand tile 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 Soils or Colorado flome'yers andHomeowners, "which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. --��Wh6at �jdge A)Nny DEVELOPMENT WISIAT AT MINI W* =TA AM77 MF.1ii :t1 W1100101000 NFA kFA uugmmum�# 1=10101 �1011 vream M PlanlPermit # I r::,� WMNeasp rmunlato all II It& I i ; - I V III It& i I'll i TA 'perty Address: M Property Owner (please print): Ph., Property Owner Email: II llillifillilill 111111, 11111 Jill ll!!11!!Il! 11111 i i, 1 If , 11110 � it. 1 11111 111; 111 ili Architect/Engineer E-mail- Phone - Contractor: Contractors City License #: 0 1 .3 1 S Phone. 30 3 -9 R +. + I �L,= Plurnbling� P Mechanical: WR Qt� License 4. Complete all information on BOTH sides of this form 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING Q COMMERCIAL ADDITION El RESIDENTIAL ROOFING RESDENTIAL ADDITION El WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) E] RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) El MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT Cj PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (Far ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULL Btu's Gallons Amps Squares other 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