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3360 Yukon Court
PERMIT -'G l ADDRESS:3,S &O a JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof ` 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business da PERMIT.- � - �1�I���ADDRESS:5)(� YO �' - JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground 1 Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground C` Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof C` 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS The City of Wheat Ridge Third paMi Form Check List Property Address -- Permit Number Permit issued Date owner lnforia fioir� property Owner Information Property Owner Address inspection Company )K rr S=igaful Inspector Name inspector Contact info IpAgj2jis tamest Md AcknOW100-M-ealt hearty acknowiedge the roof I am inspecting is 6/12 or over all roofs that are under 6112 must be inspected by the Ofty of Wheat Ridge Buiding, Dept. ": I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 tBC as well as all City of Wheat. Ridge Policies and Procedure and Mar uffacturer's r4,rnmrnandations and sne&ACati09& Date: ZO--13-1 J1 -- *1 heartyy acknowledge that I am the owner of the building referenced above and ! give aryco-risent for the listed third -party inspection company to perform my roof inspection lieu of the City of Wheat Kidge Building DiVision inspeciton. in IS - Propery Owner/ Aget r;" Date. This original document as well as the roofing check list, must be submitted to the Chief Building offical within seven days of the final Inspection. Drop off in person Submit via Email Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge 00 80033 Drafted Date: 7/26/17 The City of Wheat Ridge 33LO Inspection Check List notes MidRoofs ❑ N/A ❑ P s if ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A Pass s ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ passim ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter �1 rib built-in at the flow line with sections overlapping a a min. of 4" �fs Requirements El N/A ❑❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Roof I s ection ❑ N/A ' Pass ❑ Fail ❑ N/A P'Pass Fail Structural roof components ❑ N/A Pass_, ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ` Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheahing nail pattern-{ See policy & Proceedures,' N/A ❑ Pass ❑ Fail . Crickets and saddles where needed ❑ N/A DaQass, ❑ Fail Verify B vent must have boot same guage as pip ❑ N/A D4ass ❑ Fail Verify vent caps ❑ N/A amass ❑ Fail Verify no flashings are damaged or nested ❑ N/A/, sS ❑ Fail Step flashing shall be min. of 4x4 piece per shingle /a ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A ass ❑ Fail Ice and water shield 2' in heated walls spaces ❑ N/A 2 -Pass ❑ Fail Under layments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A [3''Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/Aass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N amass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC [E'N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 /A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope C/A ❑ pass ❑ Fail Above roof insulation R-25 ❑ N/A ❑Pass ❑ Fail Below roof residential R-38 [3,/A ❑ Pass ❑ Fail Below roof commercial R -32 /A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have .manufactures letter of Al warranty with the address on the letter for final inspectio ❑ N/A ❑ P s if ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ N/A Pass s ❑ Fail Metal valley flashing shall be the same material as roof ❑ N/A ❑ passim ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter �1 rib built-in at the flow line with sections overlapping a a min. of 4" �fs Requirements El N/A ❑❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: I -- Date of Inspection: ❑ N/A N/A ❑ N/A ❑ N/A [.11A ❑ N/A ❑ N/A ❑ N/A ❑ N/A P1% ❑ N/A N/A ❑ N/A ❑ N/A ❑ N/A ❑ N/A Ea-`NiA M N 1 Roof Inspection Q "i'ass ❑ Fail ❑ Pass ❑ Fail Pass ❑ Fail Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Pass ❑`Pass O Pass D-A'ass ass ❑ Pass ❑amass Pass �`Pa55 Pass 2'Pas Pass ❑ Pass ❑ Pass ❑ Pass ass ❑ Pass ❑ Pass ❑ N/A �� Pest ❑ N/y--�� ❑ Pass ❑ N/A ❑ Pass ❑ N/A ,ZI Pass ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail ❑ Fail Fail ❑ Fail The City of Wheat Ridge Inspection Check List notes d Final Roof Structural roof components Verify that no more than 2 layers of shingles exist Flashing for roof and walls If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) Verify sheahing nail pattern ( See policy & Proceedures' Crickets and saddles where needed Verify B vent must have boot same guage as pip Verify vent caps Verify no flashings are damaged or rusted Step flashing shall be min of 44 piece per shingle Verify scuppers allow for proper drainage Ice and water shield Z in heated walls spaces Under layments must follow 2012 IRC / 2012 IBC Verify roof slope for proper drainage Dripedge shall have min of 2" overlap Dripedge should extend down min 2" past roof deck Dripedge shall be mechanically fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Above roof insulation R-25 Below roof residential R-38 Below roof commercial R-32 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspectio ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 ❑ Fail Metal valley flashing shall be the same material as roof ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Requirements ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Company Name: Inspector signature: ®ate of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof Notes NWA 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: , ` IZ-_ 0 Job Address: 3 3 \� UNGy G 7— Permit Number: - �� ©Z "/ ❑ No one available for inspection: Time/ & f ' AM/PM Re -Inspection required: iYes 1 No When corrections have been made, call for re -inspection at 303-234-5933 , r P Date: 2" 1' Inspector: ,n DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201702718 PERMIT NO: 201702718 ISSUED: 06/27/2017 JOB ADDRESS: 3360 Yukon CT EXPIRES: 06/27/2018 JOB DESCRIPTION: Residential Re-roof to install Owens Corning Duration asphalt shingles with 27 sq. *** CONTACTS *** OWNER (720)563-7876 WILDER GALE 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: 12,275.24 FEES Total Valuation 0.00 Use Tax 257.78 Permit Fee 251.85 ** TOTAL ** 509.63 *** 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 A;4-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€TMs 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 - 201702718 PERMIT NO: 201702718 ISSUED: 06/27/2017 JOB ADDRESS: 3360 Yukon CT EXPIRES: 06/27/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning -Duration asphalt shingles with 27 sq. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that lam legally authorized to include all entities named within this document as parties to the work to be perfor d and that all work to b--e,,performed is disclosed in this document and/or its' accompanying approved plans and specifications. U ti � OJ -L �, a. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief »g Official Date P 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 �`N C ( 0 2 From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 15, 2017 12:53 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny 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 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 3-5 business days, subject to change based on volume. U)(c Wv�kv&' 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 3360 YUKON CT. Property Owner Name GAIL WILDER Property Owner Phone 720-563-7876 Number Property Owner Email THEONLYVICTORIAN HOTMAIL.COM S�� - CS 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(aD_gmail.com (permit pick-up instructions will be sent to this email) Retype Contractor Email newvisionroof(aD_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 V OWENS CORNING DURATION Asphalt Field not completed. 27 No Field not completed. 2 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) Project Value (contract value or cost of ALL materials and labor) REROOF HOUSE AND ATTACHED GARAGE 8/12 12275.24 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 Bob Schneider Email not displaying correctly? View it in your browser. 3 CUSTOMER AGREEMENT n2Wvision BUSINESS BBB' Contingent upon Insurance approval New Vision Roofing & Exteriors LLC 7380 W. Calahan Ave, Lakewood, CO 80232 New- Vision -Roofing.Com 303-917-0628 Bob@New-Vision-Roofing.com Licensed & Insured, BBB Accredited Property Owner ' Email Date Street Address Estimator City, ST ZIP e Xt `% Insurance Company k�, / tic 7i Home Phone Work Phone , Claim# • • • Full Partial RepairFull Partial Repair'" Damage:, Yes no Type: / Damage: Yes < �� � t' HOUSE GARAGE PATIO SHED SHED2 SIV�:CO'VINYL WOOD OTHER: Roof Type: Style: Color: 4WfM— Edge Color: Full CPartial Repair ENIKspe -Decking 9 nspect Flashings r 5" —Res. 6" —Comm. Alum. Steel Dean Up & Remove Debris Lf: 1420 Color: leO�/ Payment Options Work to be'completed according to the above specifications in the amount of: A vt p� (not to ine insurance supplements, permit costs or any unforeseen construction costs) [f Bd6nce due upon completion ❑ Cash sale � I NSU RAN CE AG REEM ENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their bestzi'n' rest 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. (We) agree, by signing below, to all contract conditions on both front and back, of this agreement. r 17 /}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. 3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90) days. 4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted construction guidelines, while adhering to local codes in effect at the time of contract. 5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors. 6. All excess materials remain the property of New Vision Roofing & Exteriors. 7. Homeowner is responsible for Homeowner's Association approval of roofing products and colors. 8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (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: , ` IZ-_ 0 Job Address: 3 3 \� UNGy G 7— Permit Number: - �� ©Z "/ ❑ No one available for inspection: Time/ & f ' AM/PM Re -Inspection required: iYes 1 No When corrections have been made, call for re -inspection at 303-234-5933 , r P Date: 2" 1' Inspector: ,n DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT. RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 303 i�7- a6a� . INSPECTION NOTICE Inspection Type: DA 1 D Job Address: 3 "3 b b 4 u LD N Permit Number: 7 / r _zN v ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye. , No When c$rrections have been ma e, call for re -ins ection at 303-234-5933 Date: � )_0 Inspector: DO NOT REMOVEHIS 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 City of Wheat Ridge Municipal Building 7500 W. 2911 Ave. January 23rd, 2017 Owner/Occupant 3360 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 201600290 (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, Melissa Mackey sa Mackey Senior Pennit Technician ue 7500 W. 29th Avenue Fax: 303-237-8929 ge City of' Ali � MMMMMMMEMi� 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: 1 Job Address: _3360 Permit Number: U i U l io 3 Z ❑ No one available for inspection: Time a , { 0 AM/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: l — 3 — i --I--- Inspector VV_1_ -- DO NOT REMOVE THIS NOTICE m o � O �b N m \ r � � y b O w m m u \ b 0 � � m O 0 H 0 0 M A f O a� 0 (d a a Q M 0 O \ q a o N M5 � U ° A O p 41 ;0, w 1 � y N N ° O o ata p, W W 10. b m O 0 a o ,n rn w OO a u O0 I CD O w O g O1O OU x N m y .10 a 3 � 0s U W rOu u'� oQ A �n a d 0 �`� `► o w ro c m v° m b A y ro A A w w V H A y U rl +' w m O w m a mi 0 w O CN a m o a N H a ID a L1 m y m U N N -A 0 O w L 1 ° 0 N 0 y C M 0 F 7 U 1i y 04 b H x a H tri O z .'7 J•1 3 O N H o ,4 W O z ri 0 o A U w a W m W bi Ob a° W 64 11 u O H N F m m > w w ro o u o H y W O A U m N N o w o -4 4.) N w o to Ei Ix o o A W $4 ¢¢ x u U W mo 0 ro a s o U N o v N v p u ro u0 N O b) H 3 G b a z u v m U a o a O z r 0 0 o 0 u w m w vi N z w z 0 0 C7 o m o o�a JD a o a ry N F13 y u C W ai F H u o a a a a ro 0 .. U N MW *kw 01_� k- �_Dt (' D [ �� INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type 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 Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing i— ._ i� 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. Mid -Roof Fire Inspection / Fire Protection Dist. Lath /Wall Tie Final Electrical Rough Electric' Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof Rough Framing Final Window/Doors Insulation Final Building ` —3- '% Drywall Screw/ Nail 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. Final Inspections Date Inspector Initials Comments Landscaping & Parking/ Planning Dept. i— ._ i� 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. Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building ` —3- '% 1/,2— NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window Requests — Please email insptimereciuestna ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F-, Job Address: Permit Number: f --- V� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector, 4tl- _DO NOT REMOVE THIS NOTICE 'Jf 0 (D m M m m a rr 0' 0 ' W k Y• n 0 0rt 0 O ft 0 H N. " v m m m 0 M n N M p w w � a W 0 H w p n m a n n CT 0 p H K c� I 0 n b p H. m h m O F' ff N 0 m m Baa CD £ rt rt 0 n m H m H O rt n M � NW rt 0 m m � O yn z p k rt 0 0 rt m v z ro n o ° o a b a ITJ (D H M M z a b 10 � m p 0 rt a. C �o C Y z B m r"+. r• 5 w m N •'v R w R O O O A O O 0 0 • K rt m h R m O UQ m ^ o n m z K b' a r - ° o o d O w � f r y ul F-4 C) Z i o o �• rt x n N G O -- H W o a a a x m m o�,D y m N o M n G m y a OD m R O CD O C m G �• O (� C�] �/ - R m m to a o ol 0 o a m m n ° n � Y• a W o m N Y- n N O �• a p o n a b M � ('t O R H r• (D O m r � r � � o � O m m � 9.1 cmr INSPECTIONRECORD Occucancv/Twe INSPECTION REQUEST LINE- (303) 234-5930 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 Date Inspector Wall Sheathing Roof Sheathing _- Final Inspections -- - Initials Comments Monolithic Slab Reinforcement Rough Electnc 9k. 8 _/� A Caissons $.�� -/� -- Concrete Encased Ground (CEG) 3 - / ll_1C�f Footing/Stemwall P.E. Letter I I )�' ._ / fJ 1'b - Do Not Pour Concrete Prior To A roval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical ( nderground) 0 Sewer Service (Underground) ; / { _ r� Water Service (Underground) Fire Inspection / Fire Protection Dist, Plumbing (Below / In -slab) - Heating (Below/ In -slab) — Do Not rnvP-r Ilnrlarrerniinrl nr Rel.,.../l.. Rough Irespections Date v MFF1VVdI VT 1 ne ADove Inspections Inspector Initials Commerits Wall Sheathing Roof Sheathing _- Final Inspections -- - Lath /WT;e_ 6 �(�_� jc,l Rough Electnc 9k. 8 _/� U Rough Pluml`ing $.�� -/� Rough Mechanical 3 - / ll_1C�f Gas Piping I )�' ._ / fJ 1'b X I,, Iin Nnt Prnroerl Mfl% . 6 Ar%r w I- _ r. Rough Framing _ ]'� •� Insulation Drywall Screw / Nail / Final Inspections Date Inspector Initials Comments Final Electrical /b 6 N Final Plumbing , / y _ - SC Inspections from these entities should be requeste 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. Final Mechanical ll_1C�f Roof Final Building / Frame `/ - L Landscaping & Parking / Planning Dept. / 1-3_ ROW &Drainage /Public Works Dept. ; / { _ r� 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. ---�rw...,, I 0 %�111111LLIV UIRIIII h t erwicaie or occupancy Is Issued Protect This Card From The `Neather i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P� Oe Job Address: 336 O YL4 K Orj C 7 - Permit Permit Number: Zo / 002 g4 t) 1,V k_ L i / -( i El No one available for inspection: Time 7 A Re -Inspection required: Yes No When co r actions h ve been made, call for re -inspection at 303-234-5933 l � f `f /;: Date: Z .' / I 2� Inspector: .i tint f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE r� Building Inspection Division �9r(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'C� F I Job Address: 33 6 6 yl./Koly C Permit Number: ;?-614_016 32 0LLK- E�0 ❑ No one available for inspection: Time.2 -'37> AM0> > Re -Inspection required(Ye�) No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 11-11-1-16 Inspector: I-Rae4"A DO NOT REMOVE THIS NOTICE 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: 3F-1 f / MI -11 Job Address: 3 3 U Kong C t Permit Number: ��l G 0290 9 ❑ No one available for inspection: Time O A l Re -Inspection required: Yes, No J *When corrections have bee made, call for re -inspection at 303-234-5933 Date: Inspector: � /l cwt Vj ' DO NOT REMOVE THIS NOTICE "MT=11 TOM IN '""T'71 T771,173"MEM 37477"UTM 1PUZINST's iMAJAM. landscaping is competed at 3360 Yukon Court In the event that two street trees are not installed by April 30, 2017, 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. LL ug al ogurnose gmjyr n s * th sh I be a t, ft is ITM MIMI= �U General Contractor: I— Signature ----------- Print Name Aiusiness Address /Phone Date Title S, Title:—. Date:— // —3 -* le*l City of Escrow/Letter of Credit ]�9'Wh6afl *dge, * I Sheet Transautta Name Date c i W -k a* + e W.R. w #�==jj !• RESIDENTIALNEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW STRUCTURE COMMERCIAL !y. ROOFING i4 COMMERCIAL ADDITION RESIDENTIAL ROOFING OM RESDEINITIAL ADDITION Ws O COMMERCIAL ACCESSORY STRUCTURE • shed, dock, RESIDENTIAL ACCESSORY STRUCTURE (GareV, shed, deck, etc.) MECHANICAL. A * in.. y« i REPAIR $ PLUMBING SYSTEWAPPLIANCE REPAIR b F ♦ • $ CMENT SYSTEWAPPLIANCE REPAIR M g.aY REPLACEMENT w M rh #I Elol# ! * f i # i t ON +m: i * $ . « :. d w ;-. d = i $ F • a # i a !: Gid # $ : t d: ' . + t : i ^. No ��u�ulll� IN wu�uil� I ,�i, J0, APPROVED s_ Antu � � . GRAPHIC SCALE V-10, sm MONO" THE LANDSCAPE +WN HERSITE EON ARE FOR. " ..SHOULD BE: : M rN � kWA �i3 lull u�6llkiii%�'i J�IIIIA IIII�Ip� ta'.4 +lT D r s'S� 1vs�� sss 00 # bF .K r ,!V'x!5 DECK t @ N f "PO AVOMW FOOTINS 7 fG+ SM PLAN (Doov- } y ,Mi 11 i�+«m-! i 6 i 1 R' . k+"r+"*. 4 #`�*"^ PL <{� AWAARM a TSM PLAN FOR INT . 0 Lig ,..... � E 63 t A G U'R E D FON U" T I N"G DETA IL, R; .T... I J k [FA S ° amexar. �+mmmx ____g fi�gg w FIA rr ul F s �� ow uiug t E rn i __- S?U. a DosseylSudik STRUCTURAL ENGINEERS September 21, 2016 Yukon Grove, LLC Mr. Bob Nettleton P.O. Box 102563 Denver, CO 80250 RF.: 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, Jamie Doerr Project Manager X00 LIC4 0 s O 37653 Dave Dossey, P.E. Principal 0 6025 S. Quebec SI., Suite 375 Centenniol, Colorodo B01 11 303.996.0208 303.477.5680 City o 717 ? C3 s*,'kUNI t` D ig ?OP1,4 " 9*ry W. ,., t : 303-23 3 : 3d3-23 29 Plan .%; . i Wction Lire: 303-21 5933 Bu"Ita1, ApplicationwM. P 00110 ON h€ ted areas on both sides, of this form. ;n ptj an* my not be promsed. t Mailing Address: (f different then property address) Aces: State, Zi p: ,?egs Contractors s Contractor E-mail Address: 9 r-5 s 0 Electrical: Pfumbin4 � 11 1.M Mechanical, W.R. City License # W.R. City Licens e # W.R. City License # m Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete aff information on ]BOTH sides of this form ELECTRICAL� EW COMMERCIAL STRUCTURE * COMMERCIALEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ADDITION RESIDENTIAL ROOFING * * Sq. FtJLF Amps C squam • ♦MMMor Incluceame in # OWNER/CONTRACTORUNDERSTANDING SIGNATURE OF ! AGREEMENT herebyt a regulations of the City of Wheat Ridge or covenants easements or mtriF n= NAME- SIGNATURE: DATE: ._nt& ot ..� iAfir e * ► T City of SINGLE FA MIL YID UPLEX IfR�Wh6atR'Oge BL71LDIAIG PERMITAPPLICA TION RE VIEW F'UBLIC WORKS Date: Location- L `•7-, ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. I Drainage: a, Drainage Letter & Plan required: Yes — No — K Site drainage/grading plan have been reviewed and are: OK _ 110IT;reler to stipulations. tPulations. 1 Public Improvements required & to be completed with project: a. street paving/patching- — Yes _AL No — Completed b, curb & gutter: — Yes No — Completed c. sidewalk: — Yes No — Completed & Other (specify): — Yes No — Completed ,For items not constructed, the amount of funds taken in lieu of construction: $ 3. -.jL Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required? _' If R.O.W. is 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. 4APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations, 7ig_n_aptu�re� �,Mark �_Van Nat �tan� _Da"tc_Pk_ 5, 0 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 1- Stipulations: Date 7 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RT SLur OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TCS TI ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, Rev 06/20 t 3 it of Wh6atFZ�i�dge WORS 1,1311 1, 1 C K City of Wheat Ridge Municipal Building 7500 W, 29" Ave, Wheat Ridge, CO 80033-8001 P-1 303,2351861 F: 303,235Z57 Date - Location of Construction: Purpose of Construction: AMMUM Develogment &eview ftoL (Required of all projects for document processing) —hQ01-A!2C— Sin zylke.Eam i�Residgnce/D �flexRe�viewFie- ... ....... _ ... $%00 Conitnercial/,Nlulti-FamilLRevie,iv Fees- * Review of existing or minimal technical documents: ... -- .......... ...... $200.()o * Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2'4 subrnutals).$600.00 * Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2 "d submittals): ....... $500.00 * Trip Generation Study Review Fee: ....... .... --- .... -- ............ $200,00 * 0 & M Manual Review & SMA Recording Fee, .. - . ... ..... — ... ...... $100.00 $ 1 Each Application will be reviewed by staff once and returned for changes, If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: Resubmittal Fees, 3'dsubmittal (V., initial review fee).---,. ....... - ........ .................. ....... $300,00 4"' submittal (full initial review fce):$600.00 $— All subsequent subnnttals.................... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Perntit issuance),- SLE� PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Rev 12,U RESIDENTIAL Buildin P Rm W2014 t Address: 33 (- o Zoning: Lot Size:0 1 �'s , -7, sq. Lot Width: Property in the flood plain? If yes, add surveMg condition FLD. Type Of Project (applicable survey conditions in parenthesis): qtr perfor 1(4 Maximum Lot Coverage: /I % 4 sq. Existing Improvements: House: PrOPOsed Improvements: Shed: ---------------- % ft. � sq. & HOuse/addition. sq Detached garage: Other: sq ft.Shed: Detached Garage: sq. ft sq. ft. Other: sq. Total Existing Lot Coverage sq. ft % sq. Propos ed+Ex'st'ng sq Lot Coverage % Required Setbacks: FR o' ell ------- S S R Provided Setbacks: FR S 1 S R For additions Or new construction, is the structure within 2 feet of minimum setbacks? If Yes, addsur'e�ying condition Maximum Heirrlf V, c"', Proposed Height: --Lq Maximum Size: ---L -1 �141+ 4� sq. Proposed Size: t (0 1 tF tt sq. Parkland: If the Permit is for new construction, have Parkland dedication "fees been paid � If no, add condition PFEE, notify Owner, and notify Tuiilln—gd�ivision, Streetscape: Does the permit result in any of the following conditions? Construction of new roads Q Platting of new lots New development Q Additions that increase floor area by 60% or more (see formula) (proposed floor area – existing floor area existing floor area inc. If any box is checked. .. SF/DUPLEX—Is there existing U Curb Q Gutter 05 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the March Yukon , LLC Mr. Bob Nettleton P.O. Bots 102563 Deaver, CO 8025 City Review Co is Yukon Grove Subdivision Wheat Ridge, CO AN Models n A, lit, C )Including the following addresses 32 3225, 3311, 3321, 3331, 3341, 3351, 3361, 3391, 3360,3350,3340,3330 Yukon Ct. Dew Mr. Nettleton; Atyour a a d a structural lysis for abovelist purpose of the analysis to review and provide recommendations for the conditions described low. The pertinent information regardinglysis is as follows: It has come to the attention of this office that the structural plaits submitted for the above-mentioned addresses had incorrectly exposure for the Yukon Grave Subdivision. The corfect wind speed shouldexposure be 105 mph and Exposure C. Analysisby this office shows that the original plans submitted by this office am structunilly acceptable to support the 105 mph Exposure C requirements. No modifications are required. Please contact our office if we may be of further assistance, Dave Dossey, P.E. Principal 6025 S. Ouebec Sow, Seita 375 Centenritol. C Corodo $0111 "6. .4774 C ity cit. W e at, 1'11�skc City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Midge, CO80033-8041 P 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: Dear Contractor: In conjunction With the approval ofthe building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative Will conduct an onsite inspection to determine the existing conditions of the public improvements at this address, If you have any questions, please contact me at 303.235, 2864, Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Fitt WWW.6wheatridge.co.us Rev 2108 Kristi Graham From: Kristi Graham Sent: Friday, March 04, 2016 7:30 AM To: 'Bob.Nettleton55@gmail.com' Subject- 3360 Yukon Ct., Plan #201600290 Tmr W rl #Irl( #201600290. They are as follows: B-1: Wind speed 105 mph, Exposure C required. Change plans or provide stamped Engineer's letter approving 90 mph, Exp. C or 100 mph, Exp. B. Both are stated on plans as wind speed. B-2: Window well minimum dimension B-3: CO alarm required outside of basement sleeping are, IRC 315.1. B-4: All receptacles in garage and kitchen and within 6' of a sink require GFC1 protection. HEM= Kristi Graham Permit Technician 7500 W. �9ffi Avenue Office Phone: 303-235-287 Fax: 303-237-8929 www.cLwheat[Ldge,co.us Oft City of J*n�R'Cor CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity nanted above. If you are not the intendcd recipient, you are notified that any disclosure, copying, distribution, electronic stotage or use of this communication is prohibited, lfy(.)u received this communication in error, please notify us unmediately by e-mail, attaching the original message, and delete the original inessage from your computer, and any network to which your computer is connected, Thank ),,on. Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8=6 - Phone: 303.688.2150 - Fu:p3.688,129,5 - CoGeoDesign Yukon Grove, LLC P 0 BOX 102563 Denver, Co 80250 Nl F-ANUMUMMA W--SpTw JU1Y 15, II 2015 VO REG'� .1U0 Sol. JJ* NATOT VALID WTMOU7 ORIGINAL SIGINTATURF CrEOTECMVICAL STRUCTURAL CIVIL ENGVVEERS General 1 Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete Slab on Grade Construction 3 Placement of Foundation Fill 5 Subsurface Drainage 5 Surface Drainage 6 Foundation Excavation 7 Radon Gas 7 General Information 7 Location Map Figure I Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table I Details of Foundation Drain System Detail I Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface Investigation Yukon Grove, LLC m MW NOWN V. i FAR ERROR L MO 04 two, Aw4m I -a 'Ol '01 ME ~=*a. OW-MUNWILIJI. a M=**. "NWIONT'llolk "! HOW MOONS* NOW I w". Subsurface Investigafion Yukon Grove, LLC Coforado Geoscience and Qjs�2n, inc, RnLrt No 15-392 M P-0 Failure to follow the observation requirements noted herein may jeopardize the, success of this construction project and shall absolve Colorado Geosclance and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. Mafiff& MINIM IN Subsurface investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc. Report No. 15-392 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 {p slab are used, or if moisture is a concern, we recornmend a•• retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. 1 1111, U 1 1,1 1 i I M Subsurface Investigation Yukon Grove, LLC Coorado Geoscience and Design, Inc. Report No, 15-392 I Note: the representative percent swell values presented are not necessarily measured values; Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete 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. IN Subsurface Investigation Yukon Grove, LLC Coicrado Geoscience and Design, ft. Report No, 15-392 All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement, If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage p during future construction activities. Nails shall not be driven into a concrete stab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete stab at the time of placement. If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. The installation of an exterior foundation pedmeter drainage system is required for any habitable space below grade level, See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain, Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around M Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc. Report No. 15-392 m Colorado Geoscience and Design, Inc. PROJECT, Subsurface JOB NOs 15-392 CLIENT, Yukon Grove, LLC Log of Test Holes LOCATION: 3360 Yukon Court, Jefferson Countv, Colorado DRILLING METHOD: 4" Continuous Flight Aucier U- WN IN is W 0 Im NN I CIay, very sandy, stiff to very stiff, slightly moist to moist, light brown Fine-grained sand, very clayey, loose to medium dense, moist, brown MH on IN Im me ON N In in Note& Where Applicabie— I - YJy indicates that 'x" number of biows of a 140 -pound hammer foRing 30 a: T 'F Indicates ground water encountered during the ddifing open inches are required to drive a 2 -inch diameter sampler "y" number of inches, I b,-2-- Indicates ground water encountered after 24 hours. 2. Indicates depth at which soR samples were taken, c, Indicates auger refilsal d, nmfimn Figure 2 SWELL - CONSOLIDATION TESTS 100 300 IM 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. I De th 3' Soil Der tft ht moist to Moet 100 300 im 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No, 1 D Dth 8' Soil DesaiDtion: Fin irained sand v t loose to medium dentis moist brown 1uu 3u() im 3m 5m 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. 1 14" Soil i is ti � �� ht rr�it cs mot Eatkmam 100 300 im 3M 5M IOM 20,000 28,000 APPLIED PRESSURE ( `est Hole No. 1 h 4° Sail Desai tion: C1 m, hi stiff to ve stiff sli ht# moist to moist li ht brr 100 300 Im 3M 5M IGM 20,000 28,000 APPLIED Test Hole No. I moist brown 41 1 I I BOT" 5'RACE "Of"LL, P R F 0 ' ]'RC) SA ("' K F i L L f 'N G CC)NCR�ETE G,-,,Ar)'E BE'AM yy L , S _i, A% EXPANSON, JUNT 4'* V, � N. SLOF"ED 10 FT', MIN, 12" FIER NOT DIKE 'Vl,1j7+,l SOD OR ECAGINC3, Top 12" OF B A CK F'I L MODERATEL'y' """OMPACTLED Bre CX9LIL POLYETHYLENE— GLUIEED TO WALL I AND EXTENDED ALONG THE BOTTOM '&jF THE EXCAVATION, 154 BUIL.Dfl,iG FELT r" "3/4" TO I Ci-EAN (3RAV'i-li", rz 4-ot" E BACKFILL AROUND THE FOUNDATION SliOULD BE MMT'E'NED AND COMPAC7'ED AND "HE FiNAL GRADE S'HOLILD BE WELI S L 0 P r"_'_ D 1 - 0 Tp PR'F'__CLL,JE)E PONDING 01'r- RAiNFALL., lRRlGAl"lk'_')N' WA IER, AND SNOW TION WALLS, ADJACENT TO FOUNDA CAUTION - DO NOT- DIKE OR �MPEDF THE FLOW OF WATER AWAY FROM IFOUNDATION WAIJ _'S WITH SOD, EDQNG 0, DECORATIVE GRAVEL AND P0L_)'ETFiYL.Etlj'E DOWNS, 'OU''IrS AND SiLL COCKS SHOULD DxSCIHARGE INTO SPL.,AS H BL0,CKS OR I-ONG EXTENS�ONS, DRAINSYSTE,NM BELOW GRADE AND BACKFILI. DETATI-S (FOR FOOT-ING FOUNIDAT'ION) rc 4" UANIVER SLOPE DRA�N PERFORAI'ED PIPE, PiPEE 1/8" PER FOOT 'I"") 12" NIIN, DAYLIGHT, OR DAYL101T, COVER TO A SUMP P�T, lF TC' END Vill'H SCRE'EN, E BACKFILL AROUND THE FOUNDATION SliOULD BE MMT'E'NED AND COMPAC7'ED AND "HE FiNAL GRADE S'HOLILD BE WELI S L 0 P r"_'_ D 1 - 0 Tp PR'F'__CLL,JE)E PONDING 01'r- RAiNFALL., lRRlGAl"lk'_')N' WA IER, AND SNOW TION WALLS, ADJACENT TO FOUNDA CAUTION - DO NOT- DIKE OR �MPEDF THE FLOW OF WATER AWAY FROM IFOUNDATION WAIJ _'S WITH SOD, EDQNG 0, DECORATIVE GRAVEL AND P0L_)'ETFiYL.Etlj'E DOWNS, 'OU''IrS AND SiLL COCKS SHOULD DxSCIHARGE INTO SPL.,AS H BL0,CKS OR I-ONG EXTENS�ONS, DRAINSYSTE,NM BELOW GRADE AND BACKFILI. DETATI-S (FOR FOOT-ING FOUNIDAT'ION) rc T SLOPED AWAY FROM FOUNDAPON. N OTE 1. FIR6VIDE A MINIMUM SLOPE OF 6" IN THE 2. DOWNSPOUTS AND EXTENSIONS SHO'�J'L,,D T I 117,-'XT'ENDlL-`DBEYOND HE "F0,-'NDATION, Important Information About the Repon The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the 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 geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed, The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must 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 firm to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock, Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high, Page I of 3 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 F7W `ELL PnI SWELL POTENTIAL AT 1,000 LBS. CLASSIFICATION 0 to V -z% NonV -expansive,/ery low /2 tO B/2% Low I V-. to 3 Y2% Moderate 3V2 to 6% High 6 to 8% Very High Greater than 8% Critical 'rhe swell potential classifications are based on the percentage of swell for samples placed on swelUconsolidation 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 training void and dr ace plenum closure. High to Very High - large slab cracking and differential moverren t, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firrns 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 * Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content, Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. 'nierefore, 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 lirorn expansive soil and bedrock, The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance cad the structure. The owner and prospective purchaser also should review "A Guide to Swelling oils for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing darnage caused by swelling soils. Report 0116-011 / January 2! Court,Yukon Plan A CTG Lot 15 3360 Yukon .. Q,aM'L:. i(&S ,rpt,? aaa8w ea+rots;,na .'$ax�x o"V Haw's +k-orpn Report SEG 0116-011 — Page 2 �77,77,r", The following pages summarize the heat gain and heat loss of the building using the ACCA, Manual J8 calculation procedure. The calculations are based on the information given to Savoy Engineering Group in the form of drawings, sketches, and interviews. In certain cases, Savoy Engineering Group may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Savoy Engineering Group. Savoy Engineering Group has not and does not independently verify that the data provided to Savoy Engineering Group is correct or complete, and any calculations made by Savoy Engineering Group are based upon the information provided by third parties. Savoy Engineering Group makes no claim that the information given to us is correct or complete. Savoy Engineering Group utilizes WrightSoft Residential 15.0 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report, and is therefore very accurate. If the information given to Savoy Engineering Group is accurate, and the building is built as per the plans submitted, then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Savoy Engineering Group does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Savoy Engineering Group works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. If the 14VAC duct layout installed on-site DOES NOT match the Manual D duct design prepared by Savoy Engineering Group, then Savoy Engineering Group cannot and will not guarantee the performance of any altered duct design. Final FIVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling, Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE). Savoy Engineering Group therefore assumes no liability for final equipment selection or final system design. Various modifications to the information provided to Savoy Engineering Group may have occurred after this Design Support information was prepared, which would require that this Design Support information be modified in order to be accurate. After reviewing Savoy Engineering Group's report, and prior to any system purchase or installation, please inform Savoy Engineering Group in writing of any changes which may alter the assumptions and calculations contained in this report. Report SEG 0116-011 — Page 3 Report SEG 0116-011 - Page 4 ISM The ACCA Certified Load Analysis includes: 0 SHR of 0.90 IMMUM43MR01 *� Report SEG 0116-011 — Pag1. e 5 RMUMMOM AC cooling equipment should be sized at 95-115% of Design Total Heat Gain, or the next nominal size that is available to satisfy the latent and sensible requirements. Heat pump cooling equipment should be sized at 100-115% (cooling dominant climate) or 100-125% (heating dominant climate) of Design Total Heat Gain, or the next nominal size that is available to satisfy the latent and sensible requirements unless a larger size is dictated by the heating equipment selection. Listed Output Heat Capacity must be sized at 100-140% of Design Total Heat Loss, or next nominal size unless a larger size is dictated by the cooling equipment selection. AED Assessment oEngineeringGrou . Entire House 4 Phone(801)949-5337 Web: wwwfoad-calculations,com PEoject Information For'. Yukon Grove Plan A - Cottage Lot 15 3360 YukonN Design Conditions ond tions Location: Indoor: Heating Cooling Denver Stapleton lnt'[AP, CO, US Indoor temperature (T) 72 75 Elevation: 5285 ft De " 20 Latitude: ,0 RelativeRR • a os, • Cooling Moisture difference ((gr/lb) Dry s 95 Infiltration: rangeDaily Wet «• speedWind Test forAdequate Exposure Diversity HOUT of Pay Awe ga .ra,° Maximum hourlyglazing ♦... •exceeds1' by a t • s 2016 -Jan -28 12.51:26 ri t * Right -Suite Universal 2015 15A24 RSU13866 Page 1 on A Cottage Lot 151Yukon Plan A CTG Lot 15.rup Cafe = W8 House Front laces: tit Component Constructions Dai: Jan 212-111 Rate: Jan 28, 2016 Entire House By: Tracy Savoy S Savoy Engineering Group 2016 -Jan -28 12:.57:27 ri t * ' Right-$uiteO Universal 2015 15.0.24 RSU13868 Page 5 on A Cottage Lot 15\Yukon Plan A CTG Lot 15.rup Calc = W8 Nouse Front faces:. W Project I nformation For, Yukon Grove . age Lot 15 6 •Court, Ridge, Design Conditions Location- Indoor: Heating Cooling Denver Stapleton Int'IAP, CO, US Indoor temperature Elevation: M .. # Design Latitude:40 Relative humidity i..*..50 i Outdoor: Heating Cooling Moisture difference (gr/lb) 67.6 -45.4 Dry bulb 95 Infiltration: Dailyrange27 (H Method Simplified # Construction quality Windspeed (mph) Fireplaces Construction descriptions Or Area U -value Insul R Htg HTM Loss C19 HTM Gain Walls 15BI3-Owc-10: Bg wall, heavy dry or light damp soil, 2"x4" wood int frm, n 216 0.045 110 156 768 0 0 concrete wall, r-13 cav ins, '# gypsum board int frish n 62 U59 13,0 435 294 0,04 2 a 200 OZ45 110 3.56 712 0 0 e 29 0,059 13,0 4,75 140 0 s 216 O045 13,0 3.56 768 0 0 s 62 0059 110 475 294 0,04 2 w 231 U45 13.0 f 1017 0.045 13,0 3,73 3798 0,01 5 Yukon Plan AG Vinly Wall- Frm ll, vnl ext, 1/2" wood shth, r-8 baft ins, .bb n 485 OZ45 22,0 155 1725 0.75 362 sprayau i ### rim, 16" a sy 0.045 2ZO 156 322 035 68 b # U45 22,0 # 1069 0,75 225 w 84 0°3L56 98 0,75 63 an 960 0,046 # 3413 0,75 717 Plan Window Well: Concrete wall, 2"x4" wood int frm, 8" ink, r-13 n 61 U77 13,0 6M 374 0,92 56 gypsumYukon 91 U77 110 w 31 0,077 t♦ 6,08 187 0,92 28 all 184 (L077 13,0 6M 1117 OM 168 Yukon Plan AG Stucco Wall: Frrn wag, stucco ext, 1/2" wood shth, r-8 S 49 &045 2ZO 156 176 0,75 37 baft ins, r-14 spray foam ins, 112" gypsum board int fnsh, 2"x6" wood w 142 0.045 2ZO 3,56 505 075 106 frm,,16'o,c. stud all 191 0,045 015 143 Partitions gypsum board int 412 0,068 1 90 5,37 2212 0,70 288 b ox. stud Windows ♦ # 1343 1ZO 601 a 20 "t7 0 26.9 537 3Z3 #".i s 66 0340 0 2&9 1773 17S 1176 a 20 0340 0 26.9 537 17.8 356 0 0340 w 25 0.340 0 26,9 672 323 807 all 264 0,340 0 2&9 7078 20,5 5389 2016 -Jan -28 12:.57:27 ri t * ' Right-$uiteO Universal 2015 15.0.24 RSU13868 Page 5 on A Cottage Lot 15\Yukon Plan A CTG Lot 15.rup Calc = W8 Nouse Front faces:. W 4A5-2ovd: 2 glazing, cir low -e outr, air gas, insulated vinyl frm mat, CIr n innr, 1/2', gap, 1/4" thk; NFRC rated (SHGC=0.27) .4.A5-2ov: 2 glazing, cir low -e outr, air gas, vnf frm mat, clr innr, 1/2" gap, w 1/4" thk; NFRC rated (SHGC=0.27); 6,5 ft overhang (6 It window ht, 2 ft sep) Doors 11130. Door, wd se type w n -50 cell ins, 1/2" r ,as roof mat, gypsum board int frish Floors 19A-30bstp: Part floor, r-30 ins, firm fir, 8" thkris, 1/2" gypsum board int fresh 21A -20t; Bg floor, heavy dry or fight damp soil, Tdepth 21A -32t: 69 floor, heavy dry or light damp soil, 10` depth 49 0.340 0 Mg 1305 12,0 584 30 0,340 0 269 806 24.0 720 24 0,390 0 1293 0,020 50,0 54 0L034 30,0 190 0,027 0 1071 0.020 0 30.8 749 10.8 263 1,58 2043 1.03 1327 225 121 0,57 31 2,13 405 0 0 1,58 1692 0 0 2016µjan-28 12:51V 58 4— + wrightSOft' Right -Suiten Universal 2015 15,0,24 RSU1386 Page 2 AM on ACouage Lot 15\Yukon Plan A CTG Lot 15.ruP Calc = MJ8 House Front faces: W Load •'. Form Entire House SA"fwM!4�46wvur Savoy Engineering Gro Phone: (801)949-5337 Web:wAwload-calcuiabonsxorn Project intormation For: Yukon Grove Plan A - Cottage Lot 15 3360 Yukon Court, Wheat Ridge, CO Job: SEG 0116-011 Date: Jan 28, 2016 ByTracy Savoy Design Information Htg Cig Infiltration Outside db ('F) -7 95 Method Simplified Inside db ('F) 72 75 Construction quality Tight Design TD (OF) 79 20 Fireplaces 0 Daily range - H Inside humidity 50 50 Moisture difference (gr/lb) 68 -45 Make Trane Trade XB90 Model TUC1 B060A9361A* AHRI ref 2008193 Make Trane Trade TRANE Cond 4TTR3024G1 Coil 4TXCB031BC3 AHRI ref 5593965 Efficiency 92.1 AFUE Efficiency 11,5 EER, 13.3 SEER Heating input 60000 Btuh Sensible cooling 20700 Btuh Heating output 56000 Btuh Latent cooling 2300 Btuh Temperature rise 63 OF Total cooling 23000 Btuh Actual air flow 986 cfm Actual air flow 900 cfm Air flow factor 0,036 cfm/Btuh Air flow factor 0.071 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0,50 in H20 Space thermostat Load sensible heat ratio 1.04 ROOM NAME Area Htg load Cig load Htg AV F Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bath 149 3221 1234 115 88 M'WIC 41 0 0 0 0 Master Bedroom 186 2636 905 94 64 Bedroom 2 110 1559 556 56 39 CL 2 14 0 0 0 0 CL 3 13 0 0 0 0 Bed 3 / Study 110 1876 1616 67 115 DR/GR/KIT 516 7427 5470 265 389 Stairs 37 0 0 0 0 PNT 9 0 0 0 0 LNC 8 0 0 0 0 Bath 44 938 600 33 43 Linen 8 0 0 0 0 Crawlspace 190 1140 6 41 0 Mechanicals 416 3465 513 124 36 Bedroom 4 191 2884 1425 103 101 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed, 2016 -Jan -28 12.51:27 + wrightSOft Right -Suite O univefsat 2015 55.4.24 RSU13868 Page I ...on A Cottage Lot 151Yukon Plan A CTG Lot 15. rup Calc = MJ8 House Front faces: W CL 4 25 0 0 0 0 Bath 2 52 414 0 15 0 Laundry 48 0 0 0 0 Stairs 2 44 0 0 0 0 R C Room 296 2089 346 74 25 O.Stair 18 0 0 0 0 Entire douse d 2522 27643 12670 086 900 Other equip loads 6485 1642 Equip, @ 1.00 RSM 14312 Latent cooling 0 TOTALS 2 522 34128 14312 986 900 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. 2016 -Jan -28 12°51';27 wrightsoft, Right-Sufte0k Universal 2015 15.0.24 RSU13868 Page 2 on A Cottage Lot 151Yukon Pian A CTG Lot 15.rup Calc = W8 House Front faces: W Right -JO Worksheet Entire House Phone: (801)949-5,337 Web.www.load-cafculafions.corn Dmmmffi�I 2016 -Jan -28 12�51:27 Right-Suiteg' Universal 2015 15.0.24 RSU13868 Page I ,....AC.ttage Lot MYukon PtanACTG Lot 15,rup Calc -W$ House Front faces: W Right -JO Worksheet Entire • Phone: (801) 949-5337 Web: vwm load- calcutations.com By: Tracy Savoy - - - ------- 20164an-28 12:51:27 41k VVriQht-SOft' Right-SufteO Univefsal 2015 15,0,24 RSU13868 Page 2 ... on ACottage Lot 15NYukon PlanA CTG Lot 15.rop Cato = MJ8 House Front faces: W Right -JO Worksheet Entire House Phone: (601) 949-5337 Web: wwwload-calculahons,com MENEM= ilgim. 2016 -Jan -28 12:51� RightSuiteg) Universal 2015 15A24 RSU13868 Pag ,,,,A Cottage Lot 15\Yukon Plan A CTG Lot 15,rup Calc -W8 House Front faces: W i Right -JO Worksheet Entire House Y. il A, . . � C , 'llik - Phone: (801i949 Aa Web:mload-calcuWfions.com Job: SEG 0116-011 Date: Jan 28,2016 By: Tracy Savoy 20116 -Jan -28 12.51: W"Oh"Oft' Right -Suite*) Universal 2015 15A24 RSU13868 Pag ACottage Lot 15AYukon PlanACTGLot 15,rup Cato -MJ8 House Front faces: W �0,f y VIINI S A-, IVTpM lim Entire House Phone: (801) 949-5337 We4: mmload-calcutattons.com 3:200�� 2016 -Jan -28 12:51:27 Aft�-+- wrightOOft" Right-SuiteO Universal 2015 15,0,24 RSU13868 Page 6 . "on A Cottage Lot 15\Yukon Plan A CTG Lot I 5rup Calc = W8 House Front faces: W Right -JO Worksheet Entire House Phone: (801) 949-5337 Web: m"load-calculations.com 20IC-Jan-28 12:51�27 AlICII& 4114- VVrl9ht-SK>ft" Right-SufteV UNwrsal 2015 15,0,24 RSU13WB Page 7 ... onACottage Lot 15\Yukon PtanA CTG Lot 15rup Calc-MJ8 House Front faces" W Right -JO Worksheet Entire House !!' V -f,*- V * 11 11 - # EaWAGII * Phone: (801) 949-5,337 Web� ,lead-caiculations.com By. Tracy Savoy 2016 -Jan -28 12::51 A960, 414- VVright$Oft�' Rrght-Sulte@ Universal 2015 1&0;24 RSU13868 pagi _,on A Cottage Lot 15XYukon Plan A CTG Lot 15,rup Calc - W8 House Front facw W "" • • Entire House Phone: (801) 49-5337 Web: load-calculations.corn 2010 -Jan -28 12:51:27 vVrightsoft- _on A Cottage Lot 15\Yukon Plan A CTG Lot 15,rup Caic-MJ8 House Front faces: W ",j Right -J@ Worksheet Entire House Phone: (801)949-5337 Web: wwwtoad-calculations,com OMMOROM= I A 2016 -Jan -28 12:51:27 -fid- wvrightgOft' RightSufteCg) Universat 2015 15A24 RSU13868 Page 10 A Cottage Lot 15\Yukon Man A CTG Lot 15,rup Cats = W8 House Front faces: W Right -J@ Worksheet Entire House Pho+ (801) 944-5337 Wee mmload-calculations.com Job: SEG 0116-011 Data, Jan 28,2016 0200LOM= 2016 -Jan -28 12�51V Right-SuiteSUniversat20lSl5.0,24RSU13868 Page 11 ... on A Cottage Lot l5kYukon Ran A CTG Lot 15.rup Calc - W8 House Front faces� W Right -JO • Entire House Phony: (801) 949-5337 Web: wm0oad-calculations,com 23MMUMELMM 2016 -Jan -28 12�51:27 -44- VVrigh"Oft` Righr-SuireV Universal 2015 15,0,24 RSU13868 Page 12 , on ACottage Lot MYukon Plan A CTG Lot 15.rup Calc - W8 House Front facm W Project Summary Entire House Savoy Engineering Gro Phone: (801) 949-5337 Web: wAwtoed-calculations.com WWWWWONNOWN"Wo A . - A t -M, NOR! Notes: Joy Valentine Cool Sunshine Heating &Air Conditioning, Inc Design Information Outside db -7 OF Inside db 72 OF Design TD 79 OF Heating Summary 011 Structure 27643 Btuh Ducts 0 Btuh Central vent (91 cfm) 6485 Btuh Humidification 0 Stun Piping 0 Btuh Equipment load 34128 Btuh Method Simplified Construction quality Tight Fireplaces 0 I Nmam=-Vs. aft- 0. «. 1 0 # Outside db Heating Coolin Area (ft') 252 2521 Volume (W) 16951 16951 Air changes/hour 011 0.06 Equiv. AVF (cfm) 31 17 I Nmam=-Vs. aft- 0. «. 1 0 # Outside db 95 75 OF OF Inside db Design TD 20 OF Daily range Relative humidity H 50 % Moisture difference -45 gr/lb Structure 12670 Btuh Ducts 0 Btuh Central vent (91 cfm) 1642 Btuh Blower 0 Btuh Use manufacturers data y Rate/swing multiplier 1,00 Equipment sensible load 14312 Btuh Latent Cooling Equipment Load Sizing Structure 569 Btuh Ducts 0 Btuh Central vent (91 cfm) -2304 Btuh Equipment latent load 0 Btuh Equipment total load 14312 Btuh Req. total capacity at 0.90 SHR 1,3 ton ... . ... ...... wrightSOft Right-Surte@ Universal 2015 15A24 RSU13M 2016-Ja �ilM ... an ACottage Lot 15XYukon PlanA CTG Lot 15,WP Cato - W8 House Front faces' W Manual S Compliance Report Job: SEG 0116-011 Date: Jan 28, 2016 EntHouse By: Tracy Savoy ire Savoy Engineering Group Phone: (801) 949-5337 Web: voww1oad-calculations,corn Project Information 0.1 - 0 ULMM�� MANU, - • Cooling Equipment Design Conditions Sensible gain: 14312 Btuh Latent gain: 0 Btuh Total gain: 14312 Btuh Estimated airflow: 900 cfm Equipmenttype: SplitAC Manufacturer: Trane Manufacturer: Trane Output capacity.- Model-.417R3024G1+4TXCB031BC3 Actual airflow: 900 cfrn Sensible capacity: 16352 Btuh 114% of load Latent capacity: 1308 Btuh 0% of load Total capa 7660 Btuh 123% of load SHR:93% Outdoor design DB: -i.0°F Heat loss: 34128 Btuh Indoor design DB: 72.0°F Equipment type: Gas furnace Manufacturer: Trane Actual airflow: 986 cfm Output capacity.- 56000 Btuh 2016 -Jan -28 12:51:37 wrightsoft, Right-SufteO Universal 2015 15A24 RSU13868 Page I AM—. A Cottage Lot 151Yukon Plan A CTG Lot 15.rup Calc =W8 House Front faces: W Duct System Summary Dat sen 28 s -ora Y rY :Jan 28, 2016 li %House y: Tracy Savoy phone: (801) 949-5337 Web: wwwioad-calcutations.corn FEoject ilntormation YukonForGrove ,« Lot 15 + Yukon Court,Ridge, 2016 -Jan -28 12:51.37 ri " Right-SufloO UniyersW 2015 15.0.24 RSU13868 Page 1 AM .on .A Cottage Lot 151Yukon Plan A CTCV Lot 15.rup Cade = W8 Nouse Front faces: W Heating coaling External static pressure 0,50 in H2O 0,50 in H20 Pressure losses 0.24 in H2O 014 in H20 Available static pressure 0.26 in H2O 0.25 in H20 Supply f return available pressure 0.175 / 0.085 in H2O 0.175 / 0,085 in H2O Lowest friction rate 0.100 in1100ft 0,100 in1100ft Actual air flow 986 cfm 900 cfm Total effective length (TEL.) 259 it 2016 -Jan -28 12:51.37 ri " Right-SufloO UniyersW 2015 15.0.24 RSU13868 Page 1 AM .on .A Cottage Lot 151Yukon Plan A CTCV Lot 15.rup Cade = W8 Nouse Front faces: W Supply Branch Detail Table Design r - �► r � � w 600 33 43 r OX0 e 105,0 st6 Bath 2 h 414 15 t I► , OX0 32.0 80,0 st7 Bed 3 Study c 1616 67 115r + st6 Bedroom 2 h 1559 56 * OX0 38,5 80,0 St8 :: #O OxO 3Z5 125O st6 CraWspace h 1140 41+4.0 OX0 32.0 125O St3 DR/GR/KIT C 1367 66 *r 6O a• 97=1 4 • 1 Ox { # 140.0 M .# 970! !! 6O Ox N 14,0 160,0 66 * #i t•yIZ5 11 f SOMaster Bath h 3221 115 88 Y1 # ! M #F # • Master Bedroom 2636 94 4 6O y X0 22,5 ♦i SO Mechamcals-A In 3465 124 36 7O OX0 14.0 150.0 st2 REC Room i • # OxO 2110 1:35i' SO Supply Trunk Detail Table TrunkM M • M • M HxW Duct Type (in) Material W. A Peak # # •.147 * 6O • # SO Peak AVF 390 274 0,101 585 9.7 8 x 12 ShtMetl 2016 -Jan -28 12:51.37 ri " Right-SufloO UniyersW 2015 15.0.24 RSU13868 Page 1 AM .on .A Cottage Lot 151Yukon Plan A CTCV Lot 15.rup Cade = W8 Nouse Front faces: W 2016rJan-28 12:51:37 ri to ' Right -Suit universal 21195 15.17.24 RSU13 - Page 2 on ACottage Lot 15\Yukon RonA CTG Lot 15.rup Calc = W8 House Front faces: W Return €rn Branch Detail Table Grill• .. s .HxW Stud/Joist ► x -- •!,Opening (in) 4 - * ♦ • ♦ • e Ox 0 aft * 356 y�t. • a Ox 0 OX0 421 60.5 Ox Return Trunk Detail Table Trunk Du Type Materi •eak Y * • Y.ShtMetl 2016rJan-28 12:51:37 ri to ' Right -Suit universal 21195 15.17.24 RSU13 - Page 2 on ACottage Lot 15\Yukon RonA CTG Lot 15.rup Calc = W8 House Front faces: W 0 Cr&wlspace 4x1O 74 cfm 7 4x8 15 cl Bath 2 ff 4" 'P M Trans Condensec 4TTR3024G I Colt 4TXCB0318C3 Furnace: TUCIB06OA9361A* REC Room 6 14 x 14 BL-drOOM 4 10x4 103 of Job M SEG 0116-011 ?kc-v4,rme(0 Yukon Grove Plan A - Cottage Lot 15 3360 Yukon Court Wheat Ridge, CO 12x8 IMeChaftafs 16X8 6" 7. 1 4x12 124 cl x6 6" 6 " WAT • 3 SWA941AWr Phone: (801) 949-5337 www.load-calculations.com Scale: 1: 81 Page I Right -Suit e@ Universal 2015 15.0,24 RSU13868 2016 -Jan -28 12:52:57 t I 5\Yukon Ptan A CTG Lot I S. rup 0 Job #: SEG 0116-011 Yukon Grove Plan A - Cottage Lot 15 3360 Yukon Court Wheat Ridge, CO Im# m "N' *II k iAAAIM Lip M M 2W-- I IN It Scale: 1 :81 Page 2 Right -Suck eS Universal 2015 15.024 RSU13868 2096 -Jan -2812,52.58 ...t 15kYukon Plan ACTG Lot 15,rup �r GRAPHIC SCARF 1'-10' 0 10 20 30 d PROPOSED SPOT ELEVATION LANDSCAPE WALL fe t 4' HIGH OR LESS THAN 400, t t THE LANDSCAPE WALLS AS SHOWN HEREON ARE FOR SITE 1GRADING PURPOSES. THE SOILS ENGINEER S14OULC BE t tS CONSULTED FOR STRUCTURAL INTEGRITY. N -OTE: GRAINING PLAN SHOWS ON0 PROPOSED IMPROVEMENTS FINAL CONSTRUCTION MAY VAPY Worni 1. LOCATE UNDERGROUND UTILBTiES PRIOR TO EXCAVATION. . THIS PLOT PLAN SHOWS IMPROVEMENTS AT E E► 111110 NLS SEE F�3NAT3€TN PLANS FOR STRiiCTtJRAL .. +,.saw, n ..+. .:.r w.v+.wr. .. _. uw•warn . aawmu reu.rx.... CH ASM mm 4 w g q i k a R t /V = FINISH GRADES r ' EXISTING CONTOURS t` Y1 * e f 0. 26309 +r it NX' rte:.. 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