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Home My WebLink About3330 Yukon Court�� 3 ?,4 �(UICG`�► C� I NS P ECT I N RECORD °- an� /T INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project /) Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter .T_7\R[l1Tir^�[TT..Ta'.r3T�'J�T.1in� . fitiii[.ra7L�a•1V:11�1�i�1:I•ll[ 011 Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing Sewer Service Mid -Roof Lath / Wall Tie Plumbing � �T_7 \ RT��TTT.1'� � rT. ►ZTT1177 :T. riT'i �t7 r.17.7111'il�."1 El i1'�V�l � :� J � r•7 i [•1_\ •1.1 C•1'I:1 l�J � � 11�G1 f i��'la 1 � b7 �1=i91 N� � !-� Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical FEE Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits – riease De sure tnai rougn mspecuons are cvniNieieu HUlII LilC F Hc � Z5L lk L 011U UIU�Lll a I— by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time OU( PM /`f —'j Re -Inspection required: Yes °No d K_ When corrections have been made, call for re -inspection at 303-234-5933 Date:x�Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 3 3 0 Permit Number: 20/ ,7 3 Re -Inspection required: (lesL_Ao When corrections have been made, call for re-inspectiio"t 303-234-5933 r/ Date: Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201703206 201703206 ISSUED: 07/03/2017 3330 Yukon CT EXPIRES: 07/03/2018 Residential Re -roof to install Owens Corning Duration asphalt shingles with 31 sq. *** CONTACTS *** OWNER (920)470-0173 SCHNARSKY DAVID J 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#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,810.28 FEES = Total Valuation 0.00 nom, Use Tax 311.02 _ Permit Fee 283.55 ** TOTAL ** 594.57 *** 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 one half 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 installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201703206 PERMIT NO: 201703206 ISSUED: 07/03/2017 JOB ADDRESS: 3330 Yukon CT EXPIRES: 07/03/2018 JOB DESCRIPTION: Residential Re—roof to install Owens Corning Duration asphalt shingles with 31 sq. I, by my signature, do hereby attest that the work to be perfonned shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed -,and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans 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 Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code -or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Ell 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 insptimerequestgei.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. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 21, 2017 1:33 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny U� Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in 1� 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 z 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 5 business days, 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. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 3330 YUKON CT JO SCHNARSKY 920-470-0173 4 C59 9 , CS I_ Property Owner Email JOEGELHOFF@USA.NET 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 Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number NEW VISION ROOFING & EXTERIORS 160147 3039170628 Contractor Email Address newvisionroof@gmail.com (permit pick-up instructions will be sent to this email) Retype Contractor Email newvisionroof@gmail.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material: If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No OWENS CORNING DURATION Asphalt Field not completed. 31 No Field not completed. z TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 31 , / REROOF HOUSE AND ATTACHED GARAGE 8/12 r— Project Value (contract 14810.28 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 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 Robert 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-Roofinq.com ACCREDITED BUSINESS New- Vision -Roofing.com Licensed & Insured, BBB Accredited Property Owner Email Date 7/ Street Addles§ ` Estimator City, ST ZIP + ,.� Insurance Company Home Phoned Work Phone : =' �P Claim # 7 fj i!' .. �_• / �(�a�-,/' �.�.(� t fes' w. .(,'�. , cif s.• • • � "Full' Partial Repair '® Damage: es,-, no Type: Damage: 6711 HOUSE GARAGE PATIO SHED SHED2 STUCCO Roof Type 6" r` "''� -Style: Drip Edge Color: �<"' E kfspect Decking ❑aspect Flashings Clean Up & Remove Debris Payment Options i' 5" —Res% ` Full Partial ®.,Repa r yes -no-- Type: __ _,WNYL WOOD OTHER: Color: Full Partial Repair 6" —Comm. Alum. Steel Lf: Color: Work to be'completed according to the above specifications in the amount of: d. (not to include insurance supplements, permit costs or any unforeseen construction costs) EYBalance due upon completion F-1Cash sale t. ®INSURANCE 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: I ji.Z� NVR Signature,�`�� 1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. 2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600. 3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90) days. 4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted construction guidelines, while adhering to local codes in effect at the time of contract. 5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors. 6. All excess materials remain the property of New Vision Roofing & Exteriors. 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. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 43 i ( Job Address: 7330 YLlK-O j c -r Permit Number: 2-014 0, 3 31-f ❑ No one available for inspection: Time l AM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 2-0-17 Inspector: DO NOT REMOVE THIS NOTICE City of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 DATE: February 6, 2017 TO: Accounting Department FROM: Meredith Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Request for Release Reimbursement requested for funds for in the amount of $11,500.00 (Eleven thousand five hundred dollars and no cents) being held for landscaping for property located in the Yukon Grove Subdivision generally located at 32"d Avenue and Yukon Court. Please note that the requested amount was provided in separate payments submitted at various times for a total of $11,500 (see attached). The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: SEND TO: Yukon Grove, LLC Yukon Grove, LLC P.O. Box 102563 Denver, CO 80250 Meredith Reckert for Ken Johnstone Director of Community Development www.ci.w heatridge.com s Meredith Reckert From: Jackie Kowal <Jackie@nicholascustomhomes.com> Sent: Thursday, January 5, 2017 2:17 PM To: Meredith Reckert; Tammy Odean Subject: Escrow refunds for Yukon Grove Follow Up Flag: Follow up Flag Status: Flagged Hello Meredith, Could you please process the refund of the escrow for the following addresses. I believe they are all complete. 3320 Yukon (1500) •3350 Yukon (15 00) -3360 Yukon (1500) 3330 Yukon (1500) 3340 Yukon (15 00) 3351 Yukon (1500) 3205 Yukon (1000) 3341 Yukon (1500) Jackie Kowal Accounting Manager Nicholas Custom Homes Inc. Mailing address: PO Box 100068 Denver CO 80250 4201 E Yale Av, Unit B 13 5 Denver CO 80222 303-953-9525 ofc 303-828-8985 cell iackie(anicholascustomhomes.com invoicesnnichol ascustomhomes. com 1 A B C D E F G H I Landscaping Escrow Log AddressI 2 83 3869 Tabor Court Developer Stan Pac Date Received 2 52016 Amount 51000.40 Expiration Date 0601-2016 Amt. Released Released Date Remarks 84 3860 Tabor Court Stan Pac 02'12'2016 SL000.00 06'012016 85 10100 W. 38th Avenue ]4CG MominaStar 02192016 S 27.090.00 09'01'2016 S 27.090.00 08 03'2016 landscaping, arlan lot curb 86 3223 Jellison Biran-Morrison02252016 51.500.00 06'012016 s1.500.00 10132016 front vardlandsc in S7 5750,5760, 5780, 5790 W. 39 Incamation 02'25 2016 511,343.40 0601 '2016 512:833.00 1221-2016 landscaping around units 88 3869 Taft Stan Pac 03'18'2016 1 51:000.00 06'012016 front yard landscaping 89 7340 W. 44th Avenue BC Builders 03'182016 5 125.348.71 09012016 S 125348.75 05 272016 all landscaping 90 3440 Quail Court Quail Hollow- 04 04'2016 51,500.00 0,6012016 front yard landscaping 91 3225Yu1<onCourt Yukon Frove 05032016 51.500.00 06'01'2016 511500.00 09162016 front yard lands raping 92 3371 Yukon Court Yukon Grove. LLC O5 '03 2016 51,500.00 06012016 51:50000 09 16 2016 front yard landscaping 93 3321 Yukon Court Yukon Grove, LLC 04 122016 SI,500.00 06'01 `2016 S1.500.00 06 28°2016 front yard landscaping 94 3311 Yukon Court Yukon Grove, LLC 51,500.00 06 282016 landscaping 95 4110li ham William Powell 05 132016 1 51,000.00 06 30'2016 S 1000.00 0' 012016 front yard landscaping 96 3250 Iris Court Loumar Enterprises 05 27 2016 52,400.00 07 31 2016 front and side yard landscaping 9' 3391 Yukon Court 06'02'2016 51500.00 08 012016 $1.500.00 09 162016 front yard landscaping 98 InCamation InCamation 06092016 523.16;.00 09012016 523.16.00 12 -212016 trail desigan and construciton 99 3205 Iris Court Loumar 05 '312016 52,000.00 08312016 52,000.00 09 09'2016 [landscaping, - comer lot 100 3330 Yukon Corot / Yukon Grove, LLC 09'162016 51.500.00 10312016 101 3340 Yukon Court Yukon Grove, LLC 09'16'2016 51,500.00 10'31'2016 102 3341 Yukon Court Yukon Grove, LLC 09162016 51500.00 10312016 103 3331 Yukon Court Yukon Grove, LLC 06 30 2016 SI.50O.00 OS 012016 51,500.00 09 16 2016 104 3351 Yukon Court ^ Yukon Grove, LLC 10 712016 SI,500.00 04 30 201' 105 3350 Yukon Court- Yukon Grove. LLC 1102 2016 51.500.00 04 30 201' 106 3360 Yukon court ..— Yukon Grove. LLC 1102 2016 91,500.00 0.1'30 7017 107 3840 Tabor Court Stan Pac 11 16 2016 S1:000.00 04%30 2017 108 11305 W. 33rd Quail Hollow 11 '22 2016 550090 04 302017 front vard sod 109 11355 W. 33rd Quail Hollow- 1122'2016 5500.40 04 302017 front yard sod 110 3320 Yukon Court " Yukon Grove, LLC 11'232016 51,500.00 04 30'2017 front yard landscaping 111 3350 Quad Quad Hollow 1230'2016 5500.00 0430201' sod 112' 113 114 115 116 Meredith Reckert From: Jackie Kowal<jackie@nicholascustomhomes.com> Sent: Thursday, January 5, 2017 2:17 PM To: Meredith Reckert; Tammy Odean Subject: Escrow refunds for Yukon Grove Follow Up Flag: Follow up - Flag Status: Flagged Hello Meredith, Could you please process the refund of the escrow for the following addresses. I believe they are all complete. 3320 Yukon (1500) 3350 Yukon (15 00) •3360 Yukon (15 00) 3330 Yukon (1500) 3340 Yukon (1500) 3351 Yukon (1500) 3205 Yukon (1000) 3341 Yukon (1500) Jackie Kowal Accounting Manager Nicholas Custom Homes Inc. Mailing address: PO Box 100068 Denver CO 80250 4201 E Yale Av, Unit B 135 Denver CO 80222 303-953-9525 ofc 303-828-8985 cell i ackiena,nicholascustomhomes. com invoices &nicholascustomhomes.com 1 k w City of heat i e c® u t EVEL�P E T City of Wheat Ridge Municipal Building 7500 W. 291h Ave. January 23rd, 2017 Owner/Occupant 3330 Yukon Ct. Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 RE: Previously permitted project plans available for retrieval — Permit 201600308 (New Single Family Home) 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 7:00 a.m. and 5:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, PermitMelissa Mackey Senior 7500 W. 29th Avenue Office Phone: 303-23d5-287 Fax: 303-237-8929 r, City of heat jgc CCit�tivlUNi DEVELE}PMENT www.cl.wheatridge.co.us FOR OFFIcE USE ONLy Daft. PhnPwmit# 6,33C, ftn Rey**w rj 3Y� 3,� Building PerniWApplication Pisaae 10106fl* Oil h4;hlJ9hW evess on bcAh ski" of this form Inemme- Mir= Mallina Address. 7119 COntraCtom City Lice nse Phone "ontractor E-mail Address: Sub Conbectors.. Elechical: AAZv-- ? Pfumbingi;?T W.R. City License # Mechanical: W.R. C4 License # -j 44C�� I W.R. City License # 3 _ Cr>2% V 4b9 FOMPJ�et"U �WOm�=60n Ton 13�OTHs�ldes of �tWs �form ", jai win U01)t mm a114 . Ow *c ' X t tu OL U. It I a,Y bI M t ms st. COON** co 0 w E r t FOOTINSIVOR l ']Date • *moo= i !. A.« ar A OPT °„ca T -0- A2 R;scks 101411 }+ 4AJbOOR tl�OF� l �Y . 1..,. - I i V --DN- - DN i P 17N - co MASTER BEDROOM ,w. 6X6 i't 6 1 it ” ffi KITCHEN L VAGLT CLG /i-dDWD 0 v., FLORESTONE SALIN MODEL 3642-1 SHWR, RECEPTPR 8 11! 0 `x ATTIC ACCESS 22"x rGES '1I IrSE PLANS ARI,�a + y ,� a 4✓ V w7 SUB) P.t I'I`O(-'OT`YPIa SLOPE TO DkAIN g ^' wwmw *an wn s m w — — — r aw � ti}[I 9 °'b n l �Y . 1..,. - I i V --DN- - DN i P 17N - co MASTER BEDROOM ,w. 6X6 i't 6 1 it ” ffi KITCHEN L VAGLT CLG /i-dDWD 0 v., CONFIRM PLMNG, TW LAYOUTa NI fi� U M INII()W ;I NII k I; INI /CAHI6 I I I AN,,(; )i l I 0 `x ARCHITECT '1I IrSE PLANS ARI,�a + SUB) P.t I'I`O(-'OT`YPIa .AME,M')ED III,( I U81 ARC2llR"I°i kAl ins PRO ITCTION Ak 'I ( ,I iNc.I l" s lit , v, I�;t 00' AI I R)RNI l', k1 ARRANI>I?Nlt N! 04 ° S'AC SttND I I I Nit i UNDFR SOc. I 1146 � 8I t E.dSF Orl ui q RVPRF5F,N CISS'AIIONtrl 44 ip, 01J€l DINGS IRI Iist , , I i All PJU ffs Idi'q v\ I CL 4 l "w y wt " 'y CONFIRM PLMNG, TW LAYOUTa NI fi� U M INII()W ;I NII k I; INI /CAHI6 I I I AN,,(; )i l I DosseylSudik STRUCTURAL ENGINEERS September 21, 2016 Yukon Grove, LLC Mr. Bob Nettleton P.O. Box 102563 Denver, CO 80250 RE: Structural Analysis Yukon Grove Subdivision Wheat Ridge, CO Plan A — Including the following addresses 3320, 3330, 3340, 3341, 3351, & 3360 Yukon Ct. Dear Mr. Nettleton; At your request, this office performed a structural analysis for the above listed residence. The purpose of the analysis was to review and provide recommendations for the conditions described below. The pertinent information regarding the analysis is as follows: POST CAP MODIFICATION It has come to the attention of this office that the front porch beam to post connection was modified to be a concealed connection. The two 4x8 beams were mitered over the 6x6 post. Leger loks were installed through the post and into each of the beams. Analysis by this office shows that the existing condition is structurally acceptable to support the applied loads. No modifications are required. Please contact our office if we may be of further assistance. Sincerely, 01 0- 111 1 I JAI Jamie Doerr Project Manager ello Ll�F j �4�~; 37653 Dave Dossey, P.E. Principal 6025 S. Quebec St., Suite 375 Centenniol, Colorado 801 1 1 303.996.0208 303.477.5680 k, W 0 m A �4 U q C/)ba u U U m O u O 90 w H u w A •,I u 4j d N F1 N m UDo0 O 0 a u N 0 y tE w 4J M b) 0 .H 0 0 N 110 m m > m r -i CD O 0 `� b d' m M N m u � N b w m w o z O w m M •• m A ro A9 ° x Q b ot. 3 >4 N O jJ o b U rl U p a qj O m u b w U a)S W t N O ,d r\ V O ODb o w$ m a x W a N H C 1 rn m m b m 0 'a y "u w U 0 H m O 'b �o Qmy m H' �T z Z x m o y w m N N �H �aW W 0. O A Y m '0 W z U O O N y x m u o� my �+ W u.i Ur MO M U 3 a ry � � u � A M M U •rl V�J (] ^'-141 CD Q o O gQ A Q N w r M� �► U W m o m x o A w o uo a m °m w a v z r-4 4J rl O O o ro r d e C o O A A Q) m m UU E tm •w W VCD c0CD m m A m m w N U J 0 u m r w z O O •w � o s a � �, o • • u �0 a+ 0 vl 0 z v 0 w M a • 9K Q N off m O L y O z x \ ai M a C N ..+ C) f4 /�� •� U m .0 b a u m N y a y x m c F q 0 0 0 O u a d a o a W $ o k, W 0 m A �4 U q C/)ba u U U m O u O 90 w H u w A •,I u 4j d N F1 N m UDo0 O 0 a u N 0 y tE w 4J M b) 0 .H 0 0 N City of Wheat Ridge J9r Single Family - New PERMIT- 201600308 PERMIT NO: 201600308 ISSUED: 03/31/2016 JOB ADDRESS: 3330 Yukon CT EXPIRES: 03/31/2017 JOB DESCRIPTION: New single family home - 1263 sf. *** CONTACTS *** OWNER (303)237-2363 YUKON GROVE LLC GC (303)598-4967 Robert L. Nettleton 150101 Nicholas Custom Homes, Inc. SUB (303)680-7484 Delmar Electrical Contractors 018323 Delmar Electrical Contractors SUB (303)472-7074 Nathan Stickley 150262 Stickley Plumbing SUB (303)287-1846 Joy Valentine 021169 Cool Sunshine Heating & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 196,023.00 FEES Total Valuation 0.00 Plan Review Fee 558.66 Use Tax 3,528.41 Permit Fee 1,757.70 ** TOTAL ** 5,844.79 *** COMMENTS *** *** CONDITIONS *** SH: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. work is subject to field inspections. MR: Prior to issuance of CO for individual homes, the following landscape improvements shall be installed in the front yard of each lot: one (1) 1.5" caliper deciduous or ornamental tree or one (1) 6-8' evergreen tree; eight (8) shrubs; 5' border of 1.25" river rock adjacent to the foundation; sod; and an automated irrigation system. As part of the foundation inspection and PRIOR to the first framing inspection, a completed, signed and sealed, Foundation Setback and Elevation Certification shall Le submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Typ 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 following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials _ Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing/Stemwall P.E. Letter UO Not your Concrete Prior In Annrnval [)t Tho Ahnva Incnarfinnc Underground/Slab Inspections Date Inspector Initials Comments Electrical (Underground) Wall Sheathing Roof Sheathing Sewer Service (Underground) Inspector Initials Water Service (Underground) Plumbing (Below / In -slab) ^ Rough Electric Heating (Below/ In -slab) MN1• 11►InAnO1'Lai51IW4toIKelIhi@go] iiia[•1T.'l/lil?.'1FliTJ 'i17Ti7iA� •�'TL1T 1<GiSMT�•�.T.�� , Rough Inspections Date Inspector Initials_ (Comments Wall Sheathing Roof Sheathing _ Inspector Initials Lath / Wall Tie. Final Electrical Rough Electric 77 Rough Plumbing ��° �j 6�L L. Rough Mechanical Gas Piping Final Mechanical — I Uo Not Yrocee[1 WltnOUt Annroval [)t Ahnva Rnmirrh Incnarfinnc Rough Framing - Insulation L . Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Final Electrical V Final Plumbing '_ -%� '50 Final Mechanical Roof 2% Final Building / Frame G pct Landscaping & Parking / Planning Dept. ?-2 (_ / k,w Inspections from these entities should be requeste one week in advance. For landscaping and parking iie inspections call 303-235-2846. For ROW and drains p 9 inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept.—M7ns Fire Inspection / Fire Protection Dist. "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. occupancy is Not Vermitted 'Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: )5[__ /r t r / , M i�l ' p r-/ Job Address: ?330 ` U Woa) C rt Permit Number: ZO / 6 00309 ❑ No one available for inspection: Time /A /PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 7 7- 16 Inspector: DO NOT REMOVE THIS NOTICE I ST RUCTU RAL E NG I N E E RS May 2, 2016 Nicholas Custom Flosses PO BOX 100068 Denver, CO 80250 RE: Footing and Foundation Wall Observations, 3331)' ukon Ct. Dear Mr. Nettleton; On April 26, 2016 as fooling observation was performed and on April 28, 2016, a foundation wall observation was performed on the residence listed above. The applicable information concerning the observations is as follows: SPREAD F(,)(,YrING FOUNDATION OBS ERVATIC} NS, -=-April 26 Q2 lb � -- The footing widths and depths were formed according to the contract documents. Property 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 on undisturbed natural soils and were clear of debris and loose soil. FOUNDATION WALL REINFORCING OBSERVATION — April 28 2016 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 soit. Please contact our office if we may be of further assistance. Observation By: tx 0 Uck� C) 0 Approved ca 37653 Dave W. Dossey, P.E. , 303,996D2,08 301477,5680 Was a -g -7A AM M* SM 3330 Yukon Court AM substantial compliance with the plans and specifications designed for this project and the site where it is constructed, Date Observed by: 5/5/2016 DRAIN & DAMPPROOFING AC SOIL REPORT INFORMATION: Colorado Geoscience & Design Inc. 15-395 Observations Reviewed by- RN 0. Ken Wu, P.E. NOT VALID wrt-i-joti-r ORIGINAL SIGNATURE % OLORADO GEOSCIENCE AND DESIGN C Open Hole Observation Form Colorado Geoscience and Design Job. No. 15-395 CONSTRUCTION SITE ADDRESS- 3330 Yukon Court Jefferson County Colorado OWNER/BUILDER NAME, ADDRESS- Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 Uwe 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, Mm= 4/25/2016 EXCAVATION OBSERVATION AC SOIL REPORT INFORMATION. COLORADO GEOSCIENCE AND DESIGN INC 15-395 NOTVALID WITHOUT ORIGINAL SIGNATURE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r Job Address: 33 O YL1 Ico►4 C f Permit Number: 2o / 6 oo 3 o g 'T I ❑ No one available for inspection: Time j 0 DU AM/ M Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: f � - Z� ` Inspector: DO NOT REMOVE THIS NOTICE 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: F 11 Mr /i ?F-1 a F Job Address: 333,0 Yu Korj C fi Permit Number, �2 o 6 60 30,8 &(Pc f`' Ace V - C -r'( -f Z CFC e I u S�•ne��►r.P /� /NefA�[G1l. i 6 h i n / vi / /:.t k�'t c /. Pr (X e, u %I t , �i*✓ri (_fJ )�/d .-We 46 C(,* fi o y S e Qi: ,c-IVr� AZ 1�1��P`J in�I (7.90, C IS rLM IaNs,,17 ZO�IH //`►NL\ �Nf7LC IUG%/CS/ ✓;ce id. ei 'On f9_0 6 %^54 OS,- b'-aC1'-7t3 f 1�'C A1L /�o �t t7 ?V.S f- tV �P4rn t^�9a�'c%o.r>e ❑ No one available for inspection: Time /0- 107 AW1 PM Re -Inspection required:Yes No *When corrections have been made, call for re -inspe ction at 303-234-5933 Date:920p,1,6 Ins ector: /� �� NOT REMOVE THIS NOTICE , A I � W- PAM"IM a I This agreement made this 16"' day of September, 2016, by and between the City of Wheat Ridge and Yukon Grove, LLC for escrow in the amount of One thousand five landscaping is competed at In the event that front yard landscaping by October 31, 2016, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The on], -Tecondition to the Cit 's right to withdraw the funds for this jLu—r'�ose shall be a letter om the Community Devilopment Director, stating that the improvements have nol been completed or provided and that the compliance date of October 31, 2016, has expired. Approved and Agreed: General Contractor: Date Title MMMMA By: Title: Date: C5 -S c A (00 0 CD z 0 0 0 rm X ;o 02 p a 0 C 0 CD 0 =r 0 X > CA 3 0 C: 0-" 0) o3 PlanlPermit# 'Z t"t Pim Rewew ree.- i f 'Bu . ' w F -w IN slow ildfing Permit Application oles"'W'"PlOtO Sit hilghlighli0d areas on both sklesof ms farwj -4-4- —1 PrOPerty Address, Mailing Address: (if different than property address) E x GOntraCtors City License V 1 Phone:, 0 Sub Contractors: Electrical: Plumbin//,6 I& L 00 C,- Mechanical, W.R. City License # W.R. City License # W.R, City License # Mar City Licensed Sub: Other City Licensed Sub: City License # City License # Complete an Wormati�n ort IBOTEI sides of this For�m' On Ofapply) NEW COMMERCIAL STRUCTURE STRUCTURE"NEW RESIDENTIAL COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage', shed deck, etc.) MECHANICAL SYSTEM/APPLIANCESYSTEM/APPLIANCE REPAIR PLUMAk SYSTEM/APPLIANCE IMlei..: AIY qw.. 'i► SF or A ELECTRICAL A A IF M tl REPAIR M aMt REPLACEMENT i OTHER (Describe)_ Sq. FtJLF Btu's Amps Squarea Gallons Other mu" 'WRMIMEETOMM OWN I h OF UNDERSTANDING AND AGREEMENT regula proposed by this permit application are accurate d do not violate accu covenants, easements or restrictions of record; that all or Urements shown and allegations mada with, at I assume full responsibility for compliance We by all • w•..itions printed or ha y. ordinances work under any pernrit issued based on this application;that of the property to perfbnn the described work entity included on this and also authorizedv w: ,li"tiOn to list that entity on this application. clRcLEONE.' t tam • ^ rf r s City of SINGLE EMIL YIDUPLEX tJB. W,b6at'�,�ge BUILDING PERMITAPPLICA TIONREVIEW C WORKS Date: Location, - ATTENTION: BU1,LDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked illi'below. I Drainage, a. Drainage Letter & Plan required: _T Yes No b, Site drainage/grading plan have been reviewed and are: OK 2. V/ Public Improvements required & to be completed with project: a. street paving/patching: Yes b. curb & gutter: Yes Na — Completed c. sNo — Completed sidewalk: Yes _V No — Completed d. Other (,specify): Yes — No — Completed For items not constructed, the amount of funds taken in lieu of construction-, $_ 1 _AL Does all existing roadway/alley R,O.W, meet the standards of the City: If not, what is required? --./— Yes o N If R.O.Wis required, has the deed been received: Yes No (see Note below) NOTE:, All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. APPROVED- The Public Works Department has reviewed the sul-nnitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signatul e Mark Van Nattan 5, VA NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this permit Application for the stated reason(s): Signature Mark Van Nattan 6__�/ Stipulations: ME T -4 A Drainage Certification Letter accompanied by As -Built plans from the Engincer-of-Record shall be required prior to the issuance of the Certificate of Occupancy, 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW coNsTRucrioN PERMIT PRIOR To THE ISSUANCE OF THE CERTIFICAn OF OCCUPANCY. City of at Aic City of Wheat Ridge Municipal Building 1500 W29'h Ave, Wheat Ri I I c>ttS City of Wheat Ridge Municipal Building 7500 W, 29' Ave, Wheat Ridge, CO 0033-8001 : 303,235,2861 F 303.235.2857 NOTIFICATION FORPUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements ements located along the frontage of said address shall be restaged,(if damaged from related construction) to a acceptable condition, as determined by City of Wheat bridge Public Works Department, and prior to the issuance of Certificate of Occupancy, Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, 4 David pa Brossman, P.L.S. Development review Engineer CC: File w.w,CLwhe trid8e.co,uss Rev 21{18 RESIDENTIAL Building Permit - Plan Review Worksheet Address: Zoning: Lot Size: sq. Lot Width: Property in the flood plain9 _ if yes,, add surveying condition FLD, Type of project (applicable survey conditions in parenthesis): LJ Accessory ISP, 11-C or site plan not if in floodplain (FLD) Addition ILC and site plan if w/in 2' of setback or in floodplain (,FND) if in floodplain (FI -D) WNew ILC and site plan yes (FND) if Win 2of setback (NRS) Maximum Lot Coverage: _4 0 - % sq I - ft Existing Improvements: Proposed Improvements: House: sq. House/addition: sq. ft. Stied: sq. fl. Shed: sq, ft Detached garage- sq ft. Detached Gara*ge: sq. ft. Other: sq. ft. Other: sq. ft. Total Existing % ft Proposed+ xistin C q. ft Lot Coverage % Lot Coverage ___ I_f(p % Required Setbacks: FR S S ... R Provided Setbacks: FR S S R For additions or new construction, is the structure within 2 feet of minimum setbacks? '-f e If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: sq. ft, Proposed Height: _j & Proposed Size- sq. ft. Parkland- If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division, Strectscape: Does the permit result in any of the following conditions? Ll Construction of new roads LJ Platting of new lots Ll New development Cl Additions that increase floor area by 60% or more (see formula) (proposed floor area 11-1 existing floor area ) / existing floor area = -_1__--__% inc, If any box is checked... SF/DUPLEX—Is there existing L) Curb Cl Gutter L35 -foot sidewalk aqjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY --Does the frontage meet current city standards" If not, streetscape construction or fees -in -lieu will be required. [ecus -ire -lieu qtdedication or construction are due at the time the perntit is issued. L'C� �'- t 8 Geoscience & Design, Inc, P.O. Box 68 Franktown, Colorado 8ou6 - Phone, 303.688,2150 - x: 303.688.1295 - CoGeoDesign Yukon Grove, LLC 102563 Denver, SUBSURFACE INVESTIGATION OF REPORT NO.15-395 Y 23, 2015 0R / .0040.. IT t17%aa 00 a 3045 General Site Conditions Field and Laboratory 1 tig ion Foundation Recommendations Criteria for Concrete Slab on Grade Construction Placement of Foundation Fill Subsurface Drainage Surface Drainage Foundation Excavation Radon Gas General Information Location Map Log of Test Holes Swell / Consolidation Charts Summary of Laboratory Testing Details of Foundation brain System Foundation Grading Detail Figure Figure Figure Table Appendix Information about the Report reportThis 0YUKON COURT, :, i ?1' • • M wr Subsurface investigation Yukon Grove, LLC oior do Geoscience and Design, Inc. Report No. 15-395 obtained during the subsurface investigation UOUNTY, COLORADO.investigation iAion required, allowable bearing capacity, and the time of the field investigation. • ,. 1F it w «, .� � ! ` • # .. ;� • .� ` , � One ) exploratory test hole was drilled on dune 2, 2015 at the site shown on the Location Map, Figure 1, The test holes were drilled with a four -inch ") diameter auger advanced with o soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depth$ at which soil samples were taken and a description of the soil encountered are shown on the Log of Test boles, Figure 2, and the Summary of laboratory 'Besting, Table 1 . All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other tines. Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns.. Subsurface invest scion Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No, 15-395 Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is requiredmust be performedr this is verify existing soil conditions, n the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition,it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation notedFailure to follow the observation requirements » projectpardize the success of this construction . « a . or Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site obter�iiions. Based on our evaluation of the subsurface conditions, we recommend the proposed single-family residence be founded on continuous concrete footings and pads. professional engineer should use the following design criteria to design the foundations, I , The footings and pads shall be designed for a maximum soil bearing pressure of 1,500 pounds per square foot L+ . The entire foundation shall bear on the fine-grained, medium dense, very clayey sand. . No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at lest 16 inches vide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas op to 10 feet, Exterior footings should be provided with at lest 3 feet of soil cover for frost protection, or per county codes. 4. The foundation ells shall be designed for ars active horizontal pressure based on an equivalent fluid density of 35 pounds per cubic foot plus any applicable surcharge or hydrostatic loads. . In place structural settlements are very difficult to predict with any reasonable accuracy, dile to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be on the order of 1 " and differential structural settlement will be on the order of 1/2", 2 Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc. Report No, 15-395 Subsurface Invesfigafion Yukon Grove, LL Colorado Geoscience and Design, ft, Report No, 15-395 Chart Low Moderate Very High Note, the representative �� ent LAX a prsn edrock to �...� ad are not necessarily measured 1 ; rather, profile likely to influence slab performance. The swell potential of the indigenous soils for the residence at this site mat the criteria for lour risk of slab -on -grade mar l t. 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. If differential slab -on -grade movement is not acceptable to the owner/builder and, if the owner/builder is unwillingto accept the risk f differential slab -on -grade movement a structural floor above a crawl is required in the basement. The Dwyer/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a 'structural floor, In order to prevent such problems, it may be necessary to take spade actions to mitigate the potential for mods, such as installing actively controlled h rrlidistdt systems and devices, providing adequate ventilation of enclosed spades below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not b responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction, If the owner/builder accepts the risk ofslab-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 Esse of a vibratory plate in the ease of loose granular soils or wheel rolled by heavy equipment in the ease 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 prig 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 %" thick. The floating concrete slab shall be completely isolated from all utility lines.. 4 Control joints shall be pr v saw cut or tooled to a minim portion of the concrete slab feet nor a maximum dimensior Subsurface Investigation Yukon Grove, LL Colorado Geoscience and Design, Inc, Report No. 35-395 i the concrete slab. These control joints must b i of one third of the thickness of the slab. No have an area greater than neither 100 square '-0" in any direction without a control joint, all be constructedwith a minimum of 3 inches of ilied, the piping may be cast within the concrete and special care is taken not to construction Watelr piping. a► be attached " flexible connection should l be installed as"'t'i �oon a I - . ap s a� a + r ar + aR the • ♦w'ounda r ► •Proctor ha b Density, ASTM D_698 h lift adjacent to walls should be ar arrother lightweight floodingcompaction may cause excessive lateral earth pressure, which could result in wall movement, No water " should r• in the compaction • .. _ .� , � air �, � �, 9 1 ,OAOJE} uoln k UORB rJ Aug oepnsgn L u aqj qj!m eouepj000e ui pawjojjad• s • r • � • s +► a►� w ws � r uteluiew of Al!l!q!suodsal s,jaumoo q ! ` IjeuoipppV -suoilepunol 96£-9 t 'ON podaN oul 'A�sao pue aouapsoa; opelolo uoile6€ e ul aospnsgn 9 ouvuolo-) '&LN, 110D NOS S 99.1:1 i.xcog� NOIIV-)Ol 3,115 D-17'HACUS) NO)iflk civw MIS 10-1 iti J.11139 kITUMS uv NIM01415SNOMYX-1 -Illy I 3,10H 3T,10,1d MCA VAVIMSIM x T10H3-,WMJlQ,; El 5310H I'sILI%l05lvl0,N3',Ad 0 -N,IV0NPQ,4 '7 _7 P �esnjal 106ne sojeopul i o ,sinewy tZ a pajolunoDue jalem PUMB SOMNPUl7ZS� q * Buqpip a4l Buijnp poi aluno oue ielem punoA saleopul X --- elqeo!lddV oja4m 0 m m m m Im m ml 'uaXal ajam saidwes pos ONM le 4109P SOIMPUI sa4oui ;o jaqwnu A. jefdwes jaiaLuwp pu±-Z e 9A�jp cel paj�nbai aye soqou! ot Buqjej jewuje4 punod-o# t e jo smot q jo jaqLunu ,x,, leqi solsopw A/x :S010N ja6nV 1462(_A snonuquo:D,,v :(JOH131N ONI-11 WO o ajor Fe—joloo unoodioisj�` 'jjnoouo)jnk0M:N0IIV30I oll'OAME) uo�nk IN3110 ',ON 80f !I �jS9AUJ9oepnsqnS :103ro�ld 0 m m 0 m Im 91 BE -out IU6!900 PUR souslosooD opejoloo umojq of umojq jq6il Ilsiow ol Is!ow 41146qs "asuop wnpaw 'AaAep,pues pauleA -aul:i OM '13 ja6nV 1462(_A snonuquo:D,,v :(JOH131N ONI-11 WO o ajor Fe—joloo unoodioisj�` 'jjnoouo)jnk0M:N0IIV30I oll'OAME) uo�nk IN3110 ',ON 80f !I �jS9AUJ9oepnsqnS :103ro�ld 0 m m 0 m Im 91 BE -out IU6!900 PUR souslosooD opejoloo Im mgm 000,0Z INO L Ag 000,0Z V40 L ws t 'Jilo of rip jn s j L 4 OCE M <;C�� «» «■2 .. . 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Vii . 80 ,ar Al nnMMIN 1 m* ..5...,.....R .�# iw,. t ti . .» a t. N t# V C]I N 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