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3225 Yukon Court
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 day "j `� 3Z 2 Y�- A C 0013 CODE: PERMIT:2,C-)' '3 � C 7 ADDRESS: Foundation Inspections 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls Date I Inspector Initials 106 Foundation wall Insulation I I Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground 1 Slab Inspections 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. Date Inspect Initial! 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground .,_ Ll I& .-,..,,,� 1 inelarnrmind or Below ! In -Slab Work Prior VV Awa v E InspecugEFratr, ll 303 Roof Sheat 304 Sheer Insp, 305 Insulation 306 Mid -Roof 307 Metal / Latl 308 Rough Ele, 309 Rough Ele 310 Electrical P 311 Electrical P 312 Temp. Coi 313 EughPlu 314 ugh Plu 315 Shower P, .. Comments To Approval Of The Above Inspections SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: ADDRESS: B CODE: Final Inspections DateI 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* 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 IL WE 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. 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 rouah insnectinns nra The Ity whatRde Third Perm ' 'Usk Property Address Permit Number permit Issued Date property, Owner Information propertyv Ohwner Address .. Inspection Company inspector -s sir Contact infer I hearty a Mwledge the roof I am inspecting is 6/12 or over all roofs that. ars: under 6112 must be ins cted, the City of Wheat Ridge Buidir,14 DeVt I Nearby scknoilege the roofing system for he referenced building has been inspectec and noun to be in compliance with the minimum requirements of the 2012 IRC and 2012 ISC as tAlvsi as all Wheat Ridge Polices and Prot re and M�nfctres Ins-po, Date; J":::Z� *1 hearty acknowledge that I am the owner of the building refereed above and I give mv consent for the listed third -patty inspection Company to perform my roof imspection i lieu the Qty "Wh Rid SW g s e . ner . $ Jy Ow .. q This original document as well as the roofing rheok list,, must be submitted to the Chleff Bujidirtg Offical within seven days of the final Inspection. Drop ff in person Submit Via Email, Permit counter 2nd Poor K000 4�ci.,),iathds 7500 W. Ave Wheat Ridge 00 8003 Drafted Date. 7/2611 The City of Wheat Ridge List notes I " '2 :ec)t,Check Mi,dRoofs 03 0 11 Roof Inspection 17 N/A R"Pass 7 Fail E�/A 0 Pass El Fail Structural roof components 17 N/A 2-pass F1 Fail Verify that no more than 2 layers of shingles exist ❑ N/A 0111->ass E] Fail Flashing for roof and walls o'— El Pass E] Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) QN/A El Pass D Pali Verify sheahing nail pattern ( See Policy & Proceedures' 7 N/A D-Pass [1 Fail Crickets and saddles where needed 7 N/A a Pass ❑ Fail Verify B vent must have boot same guage as pip D N/A O-Pass ❑ Fail Verify vent caps E] N/A D Pass F-1 Fail Verify no flashings are damaged or rusted 0 NIA D-1-pass ❑ Fall Step flashing shall be min. of 4x4 piece per shingle L?</A El Pass ❑ Fail Verify scuppers allow for proper drainage E] N/A IDIPass L] Fail Ice and water shield Zin heated walls spaces ❑ N/A C Pass 0 Fail Under layments must follow 2012 IRC / 2012 IBC EJ N/A ❑ Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Q Pass ❑ Fail Dripedge should extend down min 2" past roof deck 6;E] N/A Fail ❑ Pass ❑ Dripedge shall be mechanicaly fastened 12" OC /-A 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 [D"14/A -_/N/A 1:1 Pass ❑ Fail 11 Modified Bitumen, EPIDM, TPO min slope 1/4:12 slope 12 s P I , 0 Fail Above roof insulation R-25 [:] N/A Cess ❑ Fail Below roof residential R-38 EYN/A El Pass ❑ Fail Below roof commercial R-32 a,61A EJ Pass Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of Roof warranty with the address on the letter for final inspectic, etal Shingles Reguirements ❑ N/A1 Pass F-1 Fail Metal roof shingles shall not be installed on slope less J N/A Metal valley flashing shall be the same material as roof 0 N/A Pa Pass 0 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" RTR ij!af�_,,-,_�Reuliremen __�Re Requirements FA N/A Pass; Pass a. I F� Fail --Clay andc -oncrete-tile 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 Notes -3W gal}o3oc�1 Company Name: JOY IA', [' NIA leo fl'nsoection EJ N/A Pass ❑ Fail �/A ❑ Pass ❑ Fail F] N/A ErPass ❑ Fail E] N/A &'Pass E] Fail ❑ Fail El Pass D Fail centerline with a min. of 3/4 " high splash diverter 17 Pass [] Fail ❑ N/A 9 -1 -pass F-1 Fail ❑ N/A Pass [—I Fail F-1 N/A Pass El Fail EIN/A 2 -p -ass n Fail ❑ N/A D -0 -I's [:] Fail Pass ❑ Fail [__J N/A a pass E] Fail [] N/APass F-1 Fail EIN/A 21 -pass El Fail 0 NIA 11-10ass [_1 Fail Ll N/A [a,/ Pass El Fail EE]N/A Ek Pass [J Fail /�A 0 Pass 0 Fail [' NIA El Pass D Fail El_,j 'N/A ❑ Pass El Fail ❑ N/A Metal roof shingles shall not be installed on slope less Fail U'N/A El Pass ❑ Fail 0 Fail EJ Pass ❑ Fail The City of Wheat Ridge lnspectoiwCFe—cist notes Final Ro 1703 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 4x4 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' 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, EPIDM, TIBC) 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 Metal Roof Shinc ties Reauire enft Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 El 0 Fail Metal valley flashing shall be the same material ❑ Pass R Fail as roof 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" Tile ,Rox M Requirements 0 N/A Clay and concrete tile shall have a min. 2-1/2-12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge ( -103 O�k Inspection Check List notes Fina( Roof Motes Company Name: Inspector signature: _-A 45 -ate .: .� City of Wheat Ridge w Residential Roofing PERMIT - 201703091 PERMIT NO: 201703091 ISSUED: 07/01/2017 JOB ADDRESS: 3225 Yukon CT EXPIRES: 07/01/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with 20 sq. *** CONTACTS *** OWNER (720)686-0556 JONES SARAH 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: 8,710.00 FEES Total Valuation 0.00 Use Tax 182.91 Permit Fee 188.45 ** TOTAL ** 371.36 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201703091 PERMIT NO: 201703091 ISSUED: 07/01/2017 JOB ADDRESS: 3225 Yukon CT EXPIRES: 07/01/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning.Duration Storm asphalt shingles with 20 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 I am legally authorized to include all entities named within this document as parties to the work to be performed}and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infonnation 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 and procedures for approval of any new pen -nit. 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 gr n Ong of a permilll no ,be construed to be a permit for, or an approval of, an violation of any provision of any applicable code ire or r his jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dane Lovett From: no -reply@ ci.wheatridge.co.us Sent: Tuesday, June 20, 2017 11:26 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application G 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 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3225 YUKON CT SARAH JONES 720-686-0556 SEJONES1127@GMAIL.COM Uc, IE�7e. 7131 IR - Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number NEW VISION ROOFING & EXTERIORS 160147 3039170628 Contractor Email Address newvisionroof@gmail.com (permit pick-up instructions will be sent to this email) Retype Contractor Email newvisionroof@gmail.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material i No / OWENS CORNING DURATION STORM Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 20 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? 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) 8710.00 20 REROOF HOUSE AND ATTACHED GARAGE 8/12 Project Value (contract value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Robert Schneider Email not displaying correctly? View it in your browser. 3 nLmw vision R001-1 iNG & EXTERIORS ro: SARAJONES 3WYukon Ct. Wheat Ridge, CO 3Z z 5 yazon hL,,Z-� *1 ci 720-626-0556 Co This Proposal valid for "M Liate 01 10//-U I Mailing Address: 7380 W. Calahan Ave. Lakewood, CO 80232 (303)917-0628 Office (303)988-0877 Fax NewVisJonRoof@9maQ,cw, Rep: schnelider 017-0628 Remove Existing Roofing material. Inspect all decking for rotted sheeting and nailability. Install Ice & water shield on Eaves & Valleys for Ice and Snow damming protection. (CODE) Install FelTex Premium 30# Synthetic Underlayment to appropriate codes. Inspect all cover flashings and replace as needed. Install prefinished step -flashings to roof to side wall areas Color:ty) Sk x r -4 Install new low profile vents (painted to match) CIA Install Owens Corning Duration STORM Shingles COLOR: 8,710.00 Full Quality Control inspections by production staff during lob process :)pdons, Upgrades, &Discounts Your Roofing Project Zncludes: Removal of existing roofing, inspectfor rotted sheeting, disposal of all debris, new underloyment's, factory cut starter, dosed volleys to code, Drip Edge (baked enomelfinish) to the entire perimeter, "High wind" nailed shingles, new pipe Jack flashings, low profile vents (painted to match), all required licensing and insurance, and our robust 115 year Custorner lyrst $atisfaction Guaran fee for a worry free project we can all be proud of. Any roof sheeting requiring replacement will be billed at $ 55 per sheet extra. Down Payment 50% T— Subtotal $6710.00 Completion Day Payment 50% + permit fee Total $8,710.00 Acceptance of Proposal: Date: LNI 2--W, - Date "I, A ( city of Wh6atf�jOge OMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'�'Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2840 F: 301235,2857 DATE: September 16, 2016 TO: Accounting Department FROM: Meredith Reckert, Senior Planner Reimbursement requested for funds in the amount of $6000.00 (Six thousand dollars) being held for installation of landscaping for property located in the Yukon Grove Subdivision addressed as follows:. 3331 Yukon Court, - $1500.00 3225 Yukon Court - $1500.00 3371 Yukon Court - $1500.00 3391 Yukon Court - $1500.00 The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: SEND TO: Yukon Grove LLC C*nstructittin loraw Accou-xt P.O. Box 102563 Denver, CO 80250 www.ei.wheatridge.coms I" City of �'Wh6atI4, dge _L COMMUNiTy DEVELOPMENT City of Wlicat Ridge Municipal Building 7500 W, 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 301237.8929 August 30'h, 2016 Owner/Occupant 3225 Yukon Cf. Wheat Ridge, CO 80033 RE: Previously pen-nitted project plans available for retrieval — Permit 201501324 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and,/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29t" Avenue in Wheat Ridge. EMMM Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatritaig-, r, US W. City of Whcat!?`1(-j9C Commum-ry DEVELOPMENT 4 www.ci.wheatridge.coms COLORADO GEOSCIENCE AND DESIGN,, Inc. Open Hole Observation Form P. 0. Box 68, Franktown, CO 80116 PH, (303) 688-2150, Fax* (303) 688-1295 Colorado Gence and Design Job. No. 15-391 CONSTRUCTION SITE ADDRESS- 3225 Yukon Grove Jefferson County Colorado OWNER/BUILDER NAME, ADDRESS: Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 I/we hereby state that observations were made as indicated Wow and that the items observed were found to be in substantial compliance with the p�ans and specifications designed for this project and the site where it is constructed. Observations Reviewed b Ken Wu, P.E" RE�l, 0 u C NOT VALID WITHOUT ORIGINAL SIGNATURE R E `E I VE D Dossely IS ud *1 k STRUCTURAL ENGI NE ERS December 3, 2015 Nicholas Custom Hornes 8220 Park Meadows Dr Lone Tree, CO 80124 RE: Footing and Foundation Wall Observations, 3225 Yukon Ct. Dear Mr. Nettleton; On November 24, 2015 footing* observations were performed and on December 1, 2015, a foundation wall observation was performed on the residence listed above. The applicable information concerning the observations is as follows: SPREAD FOOTING FOUNDATION OBSERVATIONS - November 24, 2015 The footing widths and depths were formed according to the, contract documents. Property sized horizontal reinforcing was provided continuously in the forms. The reinforcing steel for the footings was property lapped and tied and had been placed in the forms prior to concrete placement. Footing dowels were on site. Footing forms were placed on undisturbed natural soils and were clear of debris and loose soil. FOUNDATION WALL REINFORCING OBSERVATION - December 1, 2015 The foundation walls heights, thickness and reinforcing were fornied according to the contract documents. Reinforcing was placed to provide adequate cover and was properly lapped and tied. The anchor bolts were on site and sized according to plan, The foundation forms were centered over the spread footing foundation system. Vertical dowels extended from the footing into the foundation wall at 24" on center. The foundation forms were clear of debris and loose soil. Please contact our office if we may be of further assistance. Observation By: Observation By: Approve 376b� Q C) Bruce I Matt Willford Dave W. Dossey, P.E. IT 60125 . Puetbecc St., Suite 375 Centennial, Colorado 81111 z 303,9960208 301477,5680 COLORADO GEOSCIENCE AND DESIGN, Inc. R 0. Box 68, Franktown, CO 80116 PH- (303) 688-2150, Fax" (303) 688-1295 it Form Colorado tence and Design Job, No, 15-391 CONSTRUCTION SITE ADDRESS: 3225 Yukon Court Jefferson County Colorado OWNERIBUILDER NAME, ADDRESS: Yukon Grove LLC P.O. Box 102563 Denver, CO 80250 I/We hereby state that observations were made as Indicated below and that the Items observed were found to be in substantial comphance with the plans and specifications designed for this project and the site where it is constructed, Observations Reviewed by, �j U 0 v J 4.- L, 00.4 5 2 eb. L N01 VALID WITHOLU ORIGINAL SIGNATURE Oil 77 � VV Rum: 111 in-INJ 4&q `E µ Hni u „r JwV9 XON t IR in I 0 x C � b O gg N U C a'^✓�'YiNbLRaiShG,iJV;F JV 29 M.Qr^.Oq.00N ZIA e", city of Escrow/Letter of Credit eat Ldge Transmittal Sheet COMMUNI"ry DEVELOPMENT I 1TfijKUWMMME= EMM= The above amount is to be held i r- City of REN ,](o'�Wh6aitf� d _�j�ge COMMUNiT,y DEVELOPMT LandsMe Escrow Agreement This agreement made this 28"' day of April, 2016, by and between the City of Wheat Ridge and Yukon Grove LLC, for escrow in the amount of One thousand five htcn4rtd diTillars and zer* cents ($1500.00) being held by the City of NVIteat.1midge until landscaping is competed at 3225 Yukon Court In the event that landscaping is not installed by June 1, 2016, the City of Wheat Ridge or Its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's tight to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of 3une 1, 2016, has expired. Approved and Agreed: Business Address / Phone Date Title City of Wheat Ridge, Colorado By:-�, Title: Date:— 3 - ' • Memorandum City of Wheat Ridge MEM FROM: Melissa Mackey, Building Division DATE: April 13'h, 2016 Reason- Contractor requested valuation amount change per contract provided for © #201600503, 3225 Yarrow Court. Pleaere « Contractors License$ ( TO- Formula Roofing 4560 Columbine St. Denver, CO 80216 Zff 0 City of 'd Wh6atp, CIOMNIUN rTY Dr-w-Lopm ENT City of Wheat Ridge Municipal Building 7300W.29"'Ave- Wheat Ridge, CO 80033-9001 P� 303.235.2855 F. 301237.8929 Refund Rh:cation Company NameName (to whom check should be made out to):— Address: —H city:—tze-c state:—Lo— Zip: Perinit Permit Address: -222 _5 �U-) CT Reason for request:,,,,—= Date Printed Name:ho����\ 4 gnatwe...,aZ For office use only This request has I Approved by L'd 73 Denied Refimd Amount: S ------------- AGREEMENT 4,560 CokmUne ft. ,. CO IIVW41M ORMULA =MASI * * * *"A FAX 303.WW.M54 Suilding Solutions for Colorado Custcanger :" ame° Rep. Address: Dhow: 303-898-2727 V— CO -8003 Email: aro- t om-._-."_,.,-- Ctlstomer Phone Ph42 Tin, xtFattl. Fitch. �..���..,.. Access: .- Insgarance: Clain): n): � trarics A4juster 14ame: Adiiustcr Phone:---- rAdjuract Envail: t��tsntra�a dditionat Warranty if iaartmuto Roolhall4k *0 rvptiin as nsrtttaed and rt Bene°t to, tke llonwtotaer'o, insoraum comptineiodo4ing supplements. t.stittem lA"ttttfows creens,'Gi tzin Bi:3d Additional Comments.- Caxstoaret Rv Awinig this contrus 1,11xpropertivevOtA Wee to the aboxirlisW owkbdogtotatiltOd to ati r% as rrutttsed, Iasttrh >t ^ Ily xhparu� thine..... �x l thtr hctw�t� kart u" l'e>rr�tpt'.4Ctaar�aw tE: Fess ltrsa;'in# �. ticarxut�^tirsla. atatfaaraxtnaa ran}" inazaranc� c`ttaaapsaa� ao wp�^atc ww iih arae c";rr»€a'°actrt I'.+rttauta htr`ur�nt+ & R raaacictint: ou illy hel att"w ith ;anwv and at! cic.t ttar.. tc;; ttr:ita ihxe ,^wtetzta, ctsairaa hilar4 vn the. "wnataet, Littathc I i*xsaca c+l'.tttoraacw` is w lv atitthlrar*'n rwha"rr ForFornala Routhnp ttcrapattel uta is palet fit= full. 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L the iftwrt Wid W be respoachtrtefor any its not paid hs the iusuraac^tctaaalaaa!tetceeptrnrthe ifedact', ondoptional opprtades Uved tat contract. viol—" ru>t ticata.*n is arty }t tr it* w t rk iro ttV uctnptowik cs m casei ttf"No co k: Co%'vrr x$' rra anti o"Nuraoce poli", t"ttcic imnw acs- wsptiaW twt ct'saply a iii+ xat". county co&. ;Hatt arc aro rxWara al. 6.wfmt ks Rttotltt & ltoWuWt at, u ill regio$ ttaa Mol in,gxtytow %Ih the tptattytrcraa 01€ Coto th' Attdwtitt, h'€euusl_r W,4609 & Kctiarxalciaig 0ihl t tisraa anti^ °iw sail supplinnewal wxat#c aprov%zj lly d prteltt."zt} Owrnar`s insurance a4khdonal (anis t'ttlungacr alkla -4 k.1 i. -t s3slitiotat I.N Iw°w ri fait ofahi is Cuing emit 1 W lathaW k rtttalaaito ftts.afga g skc ttcnIWOior, lrxttia s *Ngvv this Nt#hi itaw how cwnnpt>ated mut hands, havo tsc^s^ta reulawl P4ru-TERSIS A.NO �'iI?whtBITI<Iw•S OFTHE GREE ENT" PRINTED {iii *rift ei%CK or THISAND FORM APARTOFeTOM AfiRFF"+1C%M Dcpoiit Klaccivcd:1.i * date of seMcc commencement*12=6— hisurvact 0%ver to nw* 40, lowrilwe pitymal no toter than dot of Date,Upon, 5igning afthe (00trart the owner resems tke right to a thr" da.r retchsion period, If the coutract it ca ft r. 6 &1 04/1112016 Customer Signaturc:f� O • tt D "d V999009M 6upa8 lnw.toib ; LO 9l, Z � A WITHIN THE FRONT StDV OF THIS CONTRACT V999009eoe butjoa8 elnwjo_l dte: Lo 9 � Z L idV DosseyjSudik STRUCTURAL ENGINEERS Mamh 8, 2026 Yukon G , LLC Mr. Bob Nettleton P.O. Box 202563 Deaver, CO 80250 City Review Cornments Yukon Grove Subdivision Wheat Ridge, CO AX M 'odels (Plan A, B, C, V) — Including the following addresses 1- 3245, 3311, 3321, 3331,3341,3351, 3361, 3371, 3360,3350,3340,3330 Yukon Ct. regardingAt your reques4 this office performed a structural analysis for the above listed residweThe purpose of the analysis was to review and provide recommendations for the conditions described below The pertinent information NM SEM AM It has come to the attention of this office that the structural plans submitted for the above-mentioned addresses had incorrectly noted the wind weed and exposure for the Yukon Grove Subdivision. IU correct wind speed and exposure should be 105 roph and Exposure C. Analysis by this office shows that the original plans submitted by this office am structurally acceptableto support Ole, 105* a+sure C re"ictnents, Noa +; * a Dave DosW, P.E. Principal 6025 S. Ouebec St., Saito 375 Centennial, Galore $0111 1 301"611208.477.5 e-, ,_.. Izo Awn ReweW A": PleaseBuilding Perm'It-Application t:... w,. .. '. ♦(t: M :..: i.'i• .,ta# 1. *.. �.'. .: l� ..:. �. e i Y �.♦♦..: ¢. P YP p.Y :.. Address {3 w r. *Perty Owner Email* Mailing Address.- (if different than property address) Architect/En E-mail: 5 A'A I?I _ Contractors City C. c nse :� � 20 IQ Phone Capt C l t { SubContractors: Electrical: Plumbing- 7oo,,,� Mechanical: W.R. City License # � W.R. City License # W.R. City UrenSe # o Other City Licensed Sub, Other City Licensed Stab: City License # City Licca # City of SINGLE FAMIL YIDUPLEX 9U 8 L I C W 0 R K !St R"�'dge 1 Irm W h6a BUILDING PERMITAPPLICATIONRE JEw Date: Location - ATTENTION: BUILDING DIVISION I have reviewed the subtintted application documents to construct a located at the above referenced address. Please note the comments checked below, I. 1/_ Drainage, a, Drainage Letter & Plan required Yes No b. Site drainage/grading plan have been reviewed and are: ,refer cr to 2. _,.V/ Public finprovements required & to be completed with project.- stipulations a. street paving/patching: — Yes No — Completed b. curb& gutter: — Yes -_3/_ No — Completed c, sidewalk: — Yes -.4/ No — Completed d, Other (specify): — Yes jZ No — Completed For items not constructed, the amount of funds taken in hen of construction- S 3. Does all existing roadway/alley R.OW, 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. 4 AEP—ROVED: The Public Works Department has reviewed the submitted material and hereby approves this pe `.t Application, subject to the stated requirements and/or attached stipulations. Signaklre Date 5, NIA XOT APPROVED. The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s):- Signature David F. Brossnian. P1,.S. Date 6. _J�_ Stipulations: gv12j5__0 " AS --r r* I k - 7 _V 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, NOTE: ANY DAMAGE TO EXISTING PUBLIC VVIPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR To THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 06P2013 C'iiy c` irQsI IC W7Ft.:S City Ofti heat Ride Municipal Building 1101 W, 20 Ave.Wheal id sCO� 0033-8001 P 303.235.2861 :303.235.2857 DATED: —Iq� ADDPESS: Dear Contractor: as conjunction wigthe approval of the buildingaddress, is letter is to in ct all e lst application for a abovereferenced tirpabllc improvements o said address shall e restored, (if damaged locatedalong an eacceptable condition, s determined b om rely constr tion) e issuance of ertilto o c a r,offWheat Ridge . es Department,stt, and mor Prior to gray construction cozrraetaclra e tn(f City'srepresentativehewill conduct a onsite inspection to determine the existing condition(s)"las public Imp235.2864. ro�'ea�aerats at If YOU e ' questions, please contact this address. Sincerely, David F. BrOssman, P. ;. , Development e iev ra l e : File Rev 2Ip City f 1,tIf�t IC, WORKS City of Wheat Ridge Municipal Building 7500 W, 29"' Ave, Wheat Ridge, CO 80033-8001 P: 301235,2861 P: 303.235.2857 Late: Location of Construction: Purpose of Construction. - Single ans tion. -Sin l Family Commercial Dere.jLmentReview Procesi "ee $10Ci.CJ#1 (Required of all projects for document processing) Sln to .I side lei eve Pie ........ CIm C~'ctrr�rrtrcaI/ctltiWrIi "es * Review of "isting or minimal technical docutnentsj t1C3.t Ci Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2'`d submittals):, ........ ......... 600X0 Traffic Impact Study Review Ree: (Fee includes reviews of the ` and 2nd submittals): .. ......... .....:..: a00 * Trip Generation Study Review Fee.- .,. ...�,,,. �..... .........$200.00 0 & M Manual Review & SMA Recording I ee......... ......... ._..... S100 00 ' Each Application will be reviewed by staff' once and returned for changes, If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff; further reu to the fallowing Resubmittal Fees: e:=s Of the Application will be subject ' Resubittittal F---- 3 d " s°3d submittal (z initial review fee).,...._ ...,...., 300.0Ct is submittal (full initial review fee):6C 0A0 .All subsequent sub 'teals:.,..... ... ......... $600.00 (pull initial review fee) $LEE� PLEASE NOTE THAT IN ADDITION TO THE ABOVE PEES, THERE WtI.,L BE ADDITIONAL LICENSING D PERMITTING FEES REQUIRED .FOR CONSTRUCTION OF IMPROVEMENTS El TS 'IT I I'Ia'I3I C RIGHT-OF-WAY. Rev. 06,2014 Address: -, -3 Z 2, Zoning. FP,-,?) Lot Size: Lsq. ft. Lot Width: Property in the flood plain? yi, o If Y,,, add staveyink condition Vt n I -A V I t, — I �f- 151-1 111'r —� sq. ft. Existing Improvements: PrOposed finprovements: House: sq. House/addition: —0 Shed: sq. h -- sq. Sed: Detached garage: sq ft. Detached Garage.- sq. ft Other: sq. ft. Other: sq. ft. Total LoExisting sq. ft Psq. ft. rOPOsed+Existing c t Coverage % I-Ot Coverage % Required Setbacks: FR S ---L4—b S Provided Setbacks: FR S 3 For additions or new construction, is the structure within 2 feet Of minimum setbacks? e s if Yes, add Surve7-y7m-g—c---- FND' Maonditionximum Height: ft. Proposed Height: L-4 ft. Maximum Size: ---------- . sq, Proposed Size: "* .................. * ....................... -. sq, ft Parkland: If the permit is for new construction, have Parkland dedication fees been paid? If no, add condition pFEE, ownerw. notify , Streetscape: Does the permit result in any of the following conditions? and notify buy ding division. Construction of new roads 13 Platting of new lots New development Q Additions that increase floor area by 60% or more (,see fortnula) {proposed floor area existing floor area existing'floor area % If any box is checked. . SF/DUPLEX—Is there existing C1 Curb C' Gutter C15 -foot sidewalk adjacent the If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will beto reqproperty? uired. MULTTFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu ofdedication or construction are due at the GENERAL INFORMAQN Schedule: 464848 Parcel Its: 33-262913-010 Status: Exempt Property Type: Vacant Land Property -YUKON WHEAT RIDGE CO $0033 MailingAddress: 10827 BOBCAT TERRACE LITTLETON CO 80124 PROPERTY DESCRIPTION Subdivision Name: 860250 YUKON GROVE M NP I 1=01,4103131 Ifrefflqrl TAX INFORMATION Detailt Mill Levy r • Mill Levy Information P 11 A M1 14 Lq *N* 1 M' ♦ I Ii 1" 6 T Geoscience & Design, Inc. P.O. as 68 Fmnktown, Colorado 8on6 - Phone: 303.688.0-150 - Fax-, 303,688,1295 - CoCreoDesign I Rmp"If P 0 BOX 102563 SUBSURFACE INVESTIGATION m 11 'Jun,e 224, 2015 00 i:'FG 0 , . �) Wo (�Y* 0 30452 NAL� NU f VALID WrrHOU-1 ORIGINAL SIGNATTIRL GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS General 1 Site Conditions I 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 1 Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table I Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No. 15-391 9 *4 Wv P -M. IN 911 * ' I wymlffim' I I it: 1UPUVj W( ly Ildt, trees, grass and weeds. The weather investigation, If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. One (1) exploratory test hole was drilled on June 1, 2015 at the site shown on the Location Map, Figure 1. The test hole was drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. Subsurface Investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No, 15-391 of the conditions at other times, Groundwater levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns, ULM i1 K Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geosclence and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. no "M 612MMMOWM I , The footings and pads shall be designed for a maximum soil bearing pressure of 1,850 pounds per square foot (DL+LL). The entire foundation shall bear on the very stiff, very sandy clay or the fine-grained, medium dense, clayey sand, 2, No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide or the width required for the maximum design loads. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. 4The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 40 pounds per cubic foot plus any applicable surcharM e or hydrostatic loads, 5In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, is upon the currently available methods of settlement prediction, it 0 Subsurface investigation Yukon Grove, LLC Colorado Geoschince and Design, inc, Report No, 15-391 is estimated that total structural settlement will be on the order of V and differential structural settlement will be on the order of Y2". aNUMIANZYMAJAMWj"Icalauld "UmMan Cracking of slabs -on -grade is difficult to control and should be expected to occur with time, Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). I Subsurface investigation Yukon Grove, LLC Colorado Geoscienoe and Design, Inc. Report No, 15-391 ,nance Risk Category Representative Percent Swell W 0 to <2 Moderate 2 to <4 4 to <6 Veru Hiah The swell potential of the indigenous soils for the residence at this site meet the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. The soil should be kept moist but not wet during the compaction process as as immediately prior to the placement of the concrete slab directly onto the s, Steps shall be taken to ensure that subsurface moisture beneath the conc slab remains constant during the construction process, 4 Subsurface 8nvesfigafion Yukon Grove, LLC CooradoGeoscience and Design, Inc. Report No, 15-391 foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter 0 Subsurface investigation Yukon Grove, LLC Colorado Geoscience and Design, Inc, Report No. 15-391 Changes in site grading by landscapers or property owners can have dama1 . dI # Additionallyit is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched at a Y2H to IV maximum rate, Spoils for the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. The owner contractor should be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR, Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction, Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium, Radon tends to accumulate in poorly ventilated areas below ground level, and can accumulate in above grade construction as well, Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location, l*ermitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. N Subsurface Investigation Yukon Grove, LLC Co9orado Geosclence and Design, inc, Report No, 15-391 m 3 FCaUNDAT ,a TESE KNz NGS 0 PERCOLAMN T E,17 HO El SMPROEEtEHOLE V=20' IKUNSWTABLE (NL PROME HOLE rr LOCAMN si,rE MAP ALL d.T7CA'DC NSSd3C4WN ARE iSASID ON SPEC RC tNFORAIA1"S IN PVRNLsNECT BY OTHEPS OR EEMMATES MADE WTHE MLD8Y C [.ORADOCi`CMIEka"CE P'ER.ONNEL.TNE s.dTT"A'IS<INS, O STANC'E'S, NIREt'TeONS, VC ARE NOT THE RF^,AA.T CAE A PR0PERTY5URVn5ur ARE AfTR'CPMM 7$ONS AND ARE :vO w' WARRANTER} TO RE F"XA Fr 5P49 OWNER/OUIi.C9ERS Colorado RESMNSe:8 UT'r TO DERNrE i" OPSM SOUNDARFES AND ENSURE ALL Ol'ABITE IMPROVEMENTS ARE C,tXATE'l'}uVP'R"PAR;a'THL PL&rfEDSITE AND QU'rOf WAPPROPMATE EASEMENTS, {°a98 C{ E2 E� iris, AL.'_ Dr. ANCES ARE TCE BE VEM SED:'i# OR TO EXCAVATION. N q Yo, rftowmwcol AlM [�ID: GPS L E 305.5' 550 W 104"4.992` YUKON GROVE LLC 1 I i V=20' TOB -NO rr LOCAMN 15-391 [�ID: GPS L E 305.5' 550 W 104"4.992` YUKON GROVE LLC V=20' TOB -NO rr LOCAMN 15-391 PROJECT: Subsurface In JOB NO: 15-391 Colorado Geoscience and Dnc. - I --- esign, I — ---- CLIENT, Yukon Grove, LLC Log of Test Holes LOCATIM3225 Yukon Court, Jefferson CouLty, Colorado__ DRILLING METHM 4" Continuous Fliaht Auqer HE M go 10 LU M IN IM I a Clay, very sandy, medium 10 soft to very stiff, moist, calcareous, rust brown Fine-grained sand, clayey, loose to medium dense, most to very moist, rust brown M N IR M RK M 1W IM Notew Where App4cable--- I . xly indicates that 'Ynumber of Uows of a 140 -pound hammer falling -W - 'F Indicates ground water encountered during the driffing aper -inch diameter sampler "y" number of inches b. iz inches are required to drive a 2 , 1 1- indicates ground water encountered after 24 hours, 2, El Indicates depth at which soil sarnpies were taken. I c, 1' Indicates auger refusal, Indicates cavin� 98M SWELL - CONSOLIDATION TESTS 100 300 1 f 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) Test Hole No. I D th 3" Sl Desc 11 ium soft t stiff moist calcareous, rust brown 100 300 1M 3M 5M 10M 20,000 23,000 APPLIED "est Hol ` Steil De rust to brown SWELL - CONSOLIDATION TESTS 100 300 im 3M 5M 10M 20,000 28,000 APPLIED PRESSURE (PSF) "est Hole No, 1 t 1" Soil irs- rs €a rt t rust to brae 100 300 Im 3M 5M 10M 20,000 28,000 APPLIED PRESSURE ) "est Hole No,jt SI [€ tr; s� r rt tt, rust to brown SWELL - CONSOLIDATION TESTS 100 300 Im 3M 5M 10M 20,000 28,000 I I I EIRACE WALLS, TOP & BOT, PRIOR TO BACK FILLING WELL SLOPED ..12" PER FT. WN, DO NOT DIKE WITH OR EDGING TOP 12" OF WELL -COMPACTED BACKFILL C MODERATELY COMPACTED ONCREJE GRADE BEAM BACKFILL FLOOR SLAB ",-",''",,-�.,-.--DAMPPROOFING EXPANSION JOINT.- POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATiON. BUILDING FELT .... ...... ... ....... . /4" TO 1 1/2" CLEAN GRAVEL 2pe�' W 11"DIAME TER PERFORATED PIPE, SLOPE DRAIN PIPE 1/8 � PER FOOT TO 12" MINDAYLIGHT, OFA TO A SUMP PIT. IFS TO DAYLIGHT, COVER END WITH SCREEN, BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND SNOW MELT ADJACENT TO FOUNDATION WALLS. CAUTION DO NOT DIKE OR iMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD, EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DiSCHARGE INTO SPLASH BLOCKS OR LONG EXTENSIONS, DRAIN SYSTEM BELOW GRADE AND BACKFILL DETAILS DETAIL 1 co ,la UL - SLOPED AWAY FROM FOUNDAMN. -*-----F0UNDA1'10N WALL L I NOTE PRbVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE (10%). 2, DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'--0" BEYOND TH-t- FOUNDATION, am DEI'All '2' Important Infon-nation About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and reconunendations 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 arcade 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 recorrunendations lbr 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 mid/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 deten, nine if additional investigation or revised recommendations would be advisable. 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 SWELL ParENTIPkI, AT 1,000 LBS, CLASSIFICATION 0 to �''% Non-expansive/Very to 1/2 to11/'. % Low [L1 Y2 to 3 Y-,% Moderate 2 to 3Y., to 6% High 6 to 8 ONO Very High 08 (Gireater 6 an 8 % Critical The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge of 1000 pounds per square foot, 'rhe relative swell classification can be correlated to potential slab damage as follows: I.ow - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and 'furnace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. I These effects are based on monitoring and observation by several firms 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-constniction landscaping mid irrigation * Construction details and proposed use ® Local experience 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. Therefore, post_ construction heave and resulting damage to buildings and other improvements are lik6ly 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 from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soilsfor Colorado Homebayers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing, damage caused by swelling soils, CITY OF WHEAT RIDGE PUBLIC WORKS a Direct roof drain downspouts in the directions as indicated herein to protect adjacent properties from 9' k- stormwater runoff. RECENWE , 2) A Drainage in Certification tetter shall be required prior to C.0, to ensure site has been properly graded 3 completed, signed and sealed Foundotion Downspout orientations setback and Elevation Cr°tifi tion from / I I Professional Land Surveyor will be required. I) I he niammu slaps is „ 1, while : s highly. recommended due to vegetation, GRAPHIC SCALE V -to* House 20 30 stabilizationr� sio contro ,� � � � 61 0t and,future maintenance (niowing) concerns. LOT 2 CITY OF WHEAT RIDGE ". PUBLIC a $ A Slopes that are, n the *, APPROVED propertyline t the min. o LANU DSCAPE WAe HIM Oft LM THM a: I will need to be terraced to 0 CURB & GUTTER 0 STREET r t c t the d cit r r.t � "' ` IS � _A« k� PAT YK LANOWAK WAW AS SWWN NEWOR Aft PON SWE aCOMMENT.fQ so* from sloughing dor runoff, � �` " ' � ° � � � :� � � _ 40 rh�1#Pl92til &W },fir TO FIELD BS'riON AVJAC4W 0:)M a + EJi Y �kf a . O 0M AYA t « 1£LEV.-9598,2 / rrr rFS,U �d.EN,xitt85054 It N 5E i'QF dk iNR 1400,5E +°` ELEY,me6305,3 LOTp qQq !' G CE :2 ( r —Cot OA CANbf PFWPOSED � m � �r tt � NOTE: GRADING PLAN SHOW$ ONLY PROPOSED IMPROVEMENTS — FINAL: CONSTRUCTION MAY VARY.. WornM tt 3 a LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAYATIOK Z THIS PLOT PLAN SHOWS IMPROVEMENTS AT GRADE AND GRADING ONLY SEE FOUNDATION PLANS FOR STRU TURAL IMFORMATION. jA11111 C! AiES,C. LOW Saar suotym & as Paas ST.ti0! CITY OF WHEAT RIDGE PUBLIC WORKS GRAPHIC SCALE 1"-10' 0 iii 20 30 PROPOSED SPOT ELEVATION LANDSCAPE WALL 4* H1014 OR LESS T14AN THE LANDSCAPE WALLSL AS SHOWN HEREON ARE FOR S FINISH GRADES r ��✓ EXISTING CONTOURS Qyg5t45YYi GRADING PLAT RY: 17AV113 E. 4 ER & A ETES, INC.DATE____„ PRFESSIGPl «flµ 26309 Y.�rYYY,Y' S Nbq 45t "E it gw 290 � 1 I To,ox IAS / t° �, PROposm rvr ar I eaay."sss.o cnaac€ GRAPHIC SCALE LOT d r" } 20 30, PROPOSED SPAT ELEVATION GA�aCa4P WALL �' .� os,* HIGH OR LESS THAN v , THE LANDSCAPE WALLS AS SHOWN HEREON ARE FOR Si7F: 1'• GRADING PURPOSES, THE TU 5- E iNE .Sit�7�4 .., CONSULTED FOR STRUCTURALL�. Cit��'EOR6M Ohlx PROPOSED E CPNY a " « FINISH GRA ES EXISTINGAD-ACONTOURS TRADING PLAN SHOWS ONLY PROPOSED IMPROVEMENTS �- FINAL CONSTRUCTION MAY VARY. !tofit? GRADING PCAAg D� f. LOCATE UNDERGROUND UTIUTIES PRIORTO EXCAVATION. THIS PLOT PLAN SHOWS IMPROV MENT$ �_�—ATE—S,--[N- i t , ATG DS AND GRADING ONLY SCE OAYIO a R� ,T S,_m3N9 _. OATS ._ .. FOUNDATION PLANS FOR STRUURAL00 IMFORMATIONf PROFESSION',,,,""", ROFESSION , 26309 � M� ilptl 6KAO k2YN I ,;•LAN ;IIA11111 5225 YLKON rO-z2-r N JA S„ v N (SRove LLC mow cam 04-404 ,..r� ,x V. OWU 0000"whiiC i City of Date: 6 COMMUN1 l t rLr�t� tr l Plaalpermit Building & 29th Services Division 2 7500 W. 29 Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Address Ailing Address: (if different than property address) Address: City, State, Zi + hlt ttEni n r E-mail: Phon C Contractor: Contractors City Upenset-- Contractor E-mail Address: Sub contractors: Electrical: Plumbing: Mechanical: WR. City License # W.R: City License W.R. City License # Other City Licensed sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form r x r• x •.. ♦ y.* .r r yAll Y' i x•• x r 11t. g Wo � w� y aw saw... saeawwi m=s. t �VA q. FUL Btu's Gallons Pe Squares Other RE: ARCD. PLANS FOR HAND RAIL IN AREAS Hw 0") PROVIDE 1 (J"/FOOT), CROSS- -, , SLOPE ON TOP OF WALL j- 6- TYP) '�1/ el I�. Hw VARIES FT, MAX (MIN) 2" CLR NOTE- CONCRETE SHALL MEET ODOT SPECIFICATION FOR CLASS D (ASOD PSI) CONCRETE. REINFORCING SMALL BE EPDXY COATED GRADE 600 SEAL JOINT AND EXPANSION JOINT MATERIAL ,,,fes -CONCRETE AT (MIN) OR OD/$OIL. AT 10% (MIN) B 0 12- HO+RI : & VERT. T CLEAR TO VERT -...,..--2'° WEEPS 0 10'-0" (MAX) / CALV. SCREEN BEHIND, WEEPS TO BE 2" ABOVE B.O<t, EL.'S, �ORANULAR FILL 12" 4 0 12" (MIN) rop Lo —5—#4 X CONT, Bra CAST—IN—PLACE CONCRETE SITE WAIT. SECTION X— NOT TO SCALE k: c I t Id nym 1, A separate permit is required dor construction of any retaining Wall or series o interdependent retaining Walls Which Will support material meeting or exceeding 48 inches in ,height, for all Walls in or immediately ad "nt to right -o `-wky, and for all Wills Which Will he maintained by a Homeowners' Association. s The Contractor shall contact the U l lity Notification Center of Colorado at 1.800.922.1987 fr location of underground gas, electric and telephone u sll%tr°et least 48 hours prior to the commencement of anconstruction. 1 The contractor shall notify the City Inspector at 301235.2861 a minimum of -74 hours prior to the commencement of Work, . The contractor is solely and completely responsible for conditions at and adjacent to the job site, including safety of all persons and property during performance of the Wolk, This requirement ent shall apple continuously and not he limited to normal Working hours and includes, traffic control in accordance with the manual on Uniform Trap°'ic Control Devices. The citrev' bins and contraction is not intended to include review of re o p the adequacy of the sa ety measures in, on, or near the construction site, 5. It shall be the responsibility of the developer per to resolve construction problems due to changed conditions or design errors encountered ky the contactor during the progress o any portion of the Work.. If, in the opinion of°the tr 'ty*s Inspector, the modifications proposed by the developer to the approved plans involve significant changes to the character of the Work. or to future contiguous public or private improv ernent , the developer shall be responsible to revise plans and submit thea, to the City for approval prior to any further construction related to that portion of the Work, Any improvements not constructed in accordance with the approved plans, or the approved revised plans. shall he removed and the improvements shall be reconstructed at no cost to the City , A Retaining Wall Conformance Statement ,gust he submitted to and approved by the City prior to iss rance o a Certi icate. of Occupancy or Certificate of Acceptance. , Permission to reproduce these plans is hereby expressly given to the City of Wheat Ridge for City purposes oses, associated with plan review, approval, permitting, inspection and construction of the work, IST POUR 2ND POUR KEY, P, TYP EDGES MAY BE ANGLED AT . CONTR`S OPTION NOTES 1, CLEAN SURFACES AND REMOVE LAITANOE 2, 'SET SURFACE AND REMOVE STANDING WATEP PRIOR TO PLACING CONCRETE NOTE 2 BO' MAX 1 CONST ��,yq�ayga tt.�gt qa�y CONST JTS O' IMAX CONST YTS NOTES; 1; SUBMIT LOCATIONS OF CONST JTS FOR REVIEW PRIOR TO CONSTRUCTION 2. LOCATE CONST LITS AT LEAST '•-U., FROM CORNERS. 3, ADJACENT WALL SECTIONS SHOULD BE: POURED 7 DAYS APART, i {{ J�... 01 < 00 CV �E (TYP< 4R T 0.75 N: 13404,99 � f` W1342143— ~ E"SB.fIO �; E> 77,7 N:13429.31 is ,37621,7`4' E,37621 <47 r ' ,t r.. ..... , .- - .. _................,... _.. ....,;., . r .. ter,.,;,...... ...._.., .Q 3.. i h r ----------------------------------- ENGINEERING APPROVAL y CITY OF WHEAT RIDGE I Review ie is my forgeneral compliance with the Cit of" Whe tl ' All Engineering Standards a Requirements. responsibility for existing conditions, atcuracy ofdimensions, details, concepts, quantities. and safaty during Construction ,.all retrain solely whit those designing, € velopin , and constructing the project ,Q-pPlLov� al?' vs s P City Engineer Date �-N 2Q SCALD: 1`=10' ALL Irlih, ENSIGNS SHIOWN ARE U,S, S Vw�,, FEST CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: 0 DRAINAGE 0 SIDEWALK 0 CURB & GUTTER 0 STREET J6 MISCELLANEOUS 0 PLAT COMMENT &.,tr i�c W49,4 art � vss MG, G "'06, P. � • `I /® s CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS ingDepartment Pi 1. CATf. Validity of wI of 7, ;x ,Er or approval of pians;.specifiC* IN NO CASE SHALL SLOPES EXCEED a mpAMY ` . f permit'',, or an approval of, any violatio SLOPES EXCEEDING THIS MAXIMUM SqA)oth-.:,ro� bURtdtr,y=deorofanyCityordiftmces. LlnpK.,MlFjq #W it}• to v106 "or cancel the provisions of •EQUIRE THE CONSTRUCT ON OE ALN t codes oi imlinances of the Ci shall not be valid. TERRACING. IF ANY PORTION OF A RETAININI WALL EXCEEDS 48" IN HEIGHT, THE ENTIRE WALL SMALL BE ENGINEERED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF COLORADO, SEE SECTION X_X FOR DETAIL, THIS SHEET. 1. ALL (RETAINING) WALLS IN EXCESS 48x= MUST" BE DESIGNED BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER IN THE STATE OF COLORADO, THE WALL DESIGN DUST BE RECEIVED, REVIEWED, AND APPROVED BY THE CITY PRIOR TO ISSUANCE OF ANY BUILDING, GRADING OR R,O., CONSTRUCTION PERMITS, EIENQUMHK ELEVATIONS ARE BASED ON THE CITY OF WHEAT RIDGE BM #PHAC 1 A CITY OF WHEAT RIDGE /16 STAINLESS STEEL POD 12 FOOT LONG WITH SLEEVE AND DATUM ACCESS COVED. 71 <62 FE (NAVD1988) ai 1 ELEVATION . — � ET ISA �.. ABB DATUM M515 QE UFMIRG2, BEARINGS ARE BASED ON T HE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP a SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING N89'45'02"E BETWEEN THE WEST QUARTER CORDER BEING A FOUND 3 1A*' ALUMINUM CAP PLS # 13212 IN MANGE BOX AND THE CENTER QUARTER CORNER BEING A FOUND 39 - ALUMINUM CAP PLS # 13212 IN MANGE BOX, l-TROV Z<; n ul � YMk 2 CC, l ! V ' : O Kim of pp pPq� UTILITY N10TIFICATION W11 b0fom d4 z c >f-NTF (01DRADO YW CALL.811 2—BUSINESS DAY... 1N ADVANCE BEFORE' YOU DI3, GRAFI:. OR I XCIAVAIE FOR MARKING F UNDERGROUND MEMBER UT"IL.ITIE'S e MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, Z<; n ul � YMk CC, l ! ; C) t?I 3z Cr x pp pPq� CC 11 z ( 0 e Ei S 0 f#jcgf in- 0 N } i.,. V� ( f. P, € E }V�R 'r t .ti , . s 3'342 t y ar has �iCj'�kro �„•, tt%� U Y@R �s�xa � szsa x .1111 ! ; C) t?I 3z Cr x pp pPq� �(f4<1 ( e Ei S f#jcgf in- 0 0 } i.,. V� ( f. .. € E }V�R 'r t .ti , . W : M z .1111 ! ; C) t?I 3z Cr x pp pPq� �(f4<1 ( e Ei S f#jcgf 3 CW 0 0 } i.,. V� ( f. € E }V�R 'r t .ti , . City of C IgCOMMUNITY DrVEioPm1r,_NtWrALd Building & InspectionDivision 1 Qt r OFFICE S ONLY g rt# Office: 303-235-2855 * Fax: 303-237-8929 Aran Review Inspection sine:. 303-234-5933 Building c ti Please, completa all hlghl1911rays on both sides of this form. InComplete applications nmy not be processed. Property Address.- Property Owner Emmis Mailing dress: (if different than property address) Address: C!!y, State; 2i kdtawEngingfir. I /A A- f) ch rx l r E-mail.- Phon : Contractor r E-mailAddress: Sub Contractors.- Electrical: ont to .let 1. Plumbing: Mechanical:: W.R. City License # i+V.i"2. City License W.R. City License # Other City Licensed Sub: tither City Licensed Sub. City License# City License # Complete all information on BOTH sides of this form MF � t A. IIIc MI! :Yr • r: � "" '° � � . � � ♦ AM Rfi /. M NU A Yr � • A • � A v mOUnt at materials to be used, et . �vt� t' c 0 Sq. FULF Stu's Gallons Amps Souares Ath&r City of Wh"" d+ic Building & Inspection Services Division 7600 W. 2e Ave., Wheat Ridge, CO 80033 • # 303-237-8929 Inspection • ZC Pian Review Buillidling Permit Application Please Complete all highlighted areas on both sides of this form. incomplete applications may not be processed. Property Address: Address: Ci!y, State, i ArchitectlEngineer E-mail: ,,, "°00� Phone: t Contractor: Contractors i n e Phcrn _. ContractorE-maildass: Sub Contractors: Electrical. Plumbing: Mechanical: K City License ## Vu',1=t. City License # W.R. City License Other City Licensed Stab: Other City Licensed Sub: City License City License Complete all information ation on BOTH sides of this for I of rW eatRj�d DEPARTMENT OF PUBLIC WORKS ge PuR LIC WORKS 7600 WEST 29TH AVENUE WHEAT RIDGE, CO 80216 303-236-2861 FAX (303) 235-2857 NOW Will TRANSMITTAL LETTER To: Nicolas Custom Homes, Inc. Date: 9/10/15 220 S. Cherry at. File No. Denver, CO 80246 Subject: Yukon Grove - Retaining Walls Attn: Robert L. Nettleton The items listed below, which are: x Attached Under Separate cover; are a) Transmitted herewith for your: Approval Information/Files Action/Further Processing Return Review/Comments Corrections/Revisions b) Returned herewith: Approved Approved as Noted For Revision & Re -submittal Disapproved Other Items Transmitted: Copies Description Dated Remarks I Retaining Wall Submittal - C100, Rev. 6 - 9/4/15 0111 I Retaining Wall Checklist Additional Comments: Just a reminder, a separate building permit is required for these walls as well as a Retaining Wall Comformance Statement prior to C.O. or C.A. Copy to: File By: Mark Van Nattan City of DEVELOPMENT REVIEW CHECKLIST _,,��Wh6atRjAc PtIlil IC WORKS RETAINING WALL DESIGN PROJECTNAMEADDRESS The City of Wheat Ridge requires engineered design submittals for all proposed retaining walls which are 48 inches or greater in height above the lowest finished grade, are oil or near a property line, public right-of-way or public use area, or impact the current grading or drainage characteristics on adjacent properties. This includes concrete., timber and rock wails. All designs shall be signed and sealed by a Professional Engineer licensed in the State of'Colorado, The following checklist has been developed to assist in preparation of retaining wall submittals. It includes items pertinent for the City's review and reflects established professional engineering practice for design of retaining walls, If you have any questions regarding items on this list, contact the Engineering Development Assistance Section. L,ALCULATIONS Engineering calculations must be submitted with the construction drawings covering items noted in the checklist, If any commonly accepted "standard" wall design such as one from CDOT Bridge Standards is used, a copy of the design and the reference or source for the design can be submitted in lieu of calculations. All calculations including the "standard" shall be verified, signed, and sealed by a Professional Engineer licensed ill the State of Colorado. LENIERAL NOTF—S The general notes included with this checklist are to be, used on retaining wall plan submittals, The list of general notes is riot intended to be all inclusive for every project; therefore, additions may be appropriate. APPROVAL BLOCK -rile approval block shown on the last page of this checklist must be oil the title page of the submittal. 1, REPQRT/PN M LAFOR 'IAT PRESENT �L�-_ — C0 —MM EMI a. Title page wfth address and approval block b. 8 '/;." x I I" Soils Report containing details, or details may be on a 24" x 36" plan sheet with supporting calculations c. Dated, checked, signed and sealed by a C orado P.E, d. Original and revision dates Pa & -914-11��> . e. Site plan with wall location (I'" = 50or larger) 2. DESI j� GN DATA a. Soils Report and/or source of design data; to be dated, signed and sealed by a P -E, licensed in the State of CO b. Weight1density soil, concrete, rock timber c. Allowable bearing pressure d. Equivalent fluid pressure el Construction material strengths f Coefficient of firiction g. Adjacent ground surface slopes li, Surcharge loadings Rev 031,'08 I 5-YFEM STABILITY CHECK a, Overturning factor of safety greater than 2.0 K Sliding factor of safety greater than 1 .5 c. Bearing pressure less than allowable soil bearing pressure d. Footing base at or below- 36" frost depth e, Slope stability 4Plan Requirements a. Existing improvements depicted by dashed lines, proposed construction by solid lines b. Litnits of construction noted c. Location of proposed and existing property lines, easements, etc. d. Located of fixed objects (trees, poles, fences, etc) e. Layout data I. Profiles I Cross sections I Elevations with benchmark, 4. Control line 5. Horizontal layout f. Wall dimensions 5, WALL DETAILS a. Concrete/Masonty L Reinforcing steel (include size & shape) 2. Weep holes I ControLlexpansion joints 4. Type/strength of concrete 5. Facing 6, Grouting cell 7, Batter b. Timber 1, Lumber treatment 2. Dead men/crib 3, Drift pins 4. 'Fie backs/anchors 5, Batter c, Stacked Rock 1. Base material 2. Rock sizes/shapes 3. Batter 6. GRADING/DRAINAGE a. Ground slope b. Backfill material c, Drainage systern Ro 0MA ,,o1`Jo,O CONSULs�ING E%G,NEERS .0100 September 4, 2015 Gave Rrossman City of Wheat Ridge 7500 W, 79th Ave Wheat Riche, CO 80033 Re: Yukon Grove _ Retaining Wall Design Martin/Martin, Inc. Project No,: 13.0606 In support of the Yukon grave Development, Sheet 0111 was added to the overall construction documents. Sheet 0111 includes details and city notes for the detention pond retaining walls. Calculations supporting the wall design are attached to this letter. Ikf�,If Sincerel«1,�.0aatco¢,°�a*aa as aaa s 4 m a + a Mark Thorne Associate Attachments Retaining wall Calculations Project Geotechnical Report: By Colorado Geoscience & Design, Inc. 9/77/2014 NIARTeN/ MARTIN Title Yukon Grove Subject Retaining Wall 5' RETAINING WALL ANALYSIS In accordance with IS 2012 Retaining wall details Stem type Stem height Stem thickness Angle to rear face of stem Stem density Toe length Heel length Base thickness Base density Height of retained soil Angle of soil surface Depth of cover Depth of excavation Retained soil properties Soil type Moist density Saturated density Prescribed active lateral soil pressure Base soil properties Soil type Moist density Prescribed passive lateral soil pressure Allowable bearing pressure Loading details Live surcharge load Date 9/312015 Job no. By D Mullins Sheet I of 8 Cantilever hstem = 8.5 ft tmem = 8 in a = 90 deg ystern =150 pcf lioe = 2 ft lhee3 It tt,ase = 12 in ybase = 150 pcf h,et = 5 ft 0 = 0 deg drover = 3 It dexo = 0.667 it Medium dense well graded sand ,ym, 115 pcf ys, = 145 pcf pA, 40 sf/ft Medium dense well graded sand Ymb = 115 PCf POb = 265 psf/ft Pbeadnq = 1500 PSf zmz��� 3 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVEDFOR * DRAINAGW 0 �PEWALK * CURB & GUTTER O -STREET * MISCELLANEOUS COMMENT IL G1 EER DATE SUBJECT TO F) 7.13 INSPECTIONS .1/li Lf?'Nbwk'ClPa A"n ffM i@.!#�&AS I TA,' HW � W �' $ 1205 Calculate retaining wall geometry Base length Moist soil height Length of surcharge load - Distance to vertical component Effective height of gall - Distance to horizontal component Area of wall stern - Distance to vertical component ,lob no. By D Wins Sheet 2 of 8 hese = 6e + Utem + 1heet = 5.667 ft hit = ho = 8 ft Isur = keo - 3 it xsur ,, = !base - lheet / 2 = 4.167 ft hell=hba + dcmw+h t=9ft x, n=heffd2=4.5ft Amem - h ,tam x %tea„ = 5.667 ftp xst.m = It,,. + tstam / 2 = 2.333 ft Ata ! x ti = 667 ftp rBi cxa bei ##caei xnraweW o;., i ) "� ,, 0x� �s^@ RY6"33C9 CTA w I 1 2.833 ft JUHL; .,,) Amoist = h oist x haat = 24 ft - tits 4Xk i %,Mr) In t... = lt:a - (hmo t x !r, ? f 2)1 Amow — 4.167 ft !Distant te nt xmist,h ._ heff I= 3 it C..� f i "'" .� p Fr (Y.� re a of base$ soil Apps — dcove, x Iw = 6 ftp p Distance-p� 19��� rtt ;. ,, t _. =las 4 (dcow, x hoax (!base - !tee ! 2)) ! Ap s -1 ft l .� u.,t " - Distance to horizontal componef,tl,tt �t � , z xpask.h = (die, + hb ) J 3 =1.333 ft Area of excavated base sots Asan = hpass x hoe = 4.667 ft' � Distance tovertical component � xoxc_y =1t)a a (hpass x !hoax (!base „ !to i 2))1 Am 1 ft y 4 1 M,�9TIN/MARTIN I - Distance to horizontal component Soil coefficients Coefficient of friction to back of wall Coefficient of friction to front of wall Coefficient of friction beneath base I Fr*m ITC 2112 cl.181,7.2.3 Safotyy-fact Load combination I Sliding check Vertical forces on wall Wall stem Wall base Moist retained soil Base soil Total Horizontal forces on wall Surcharge load Moist retained soil Total Check stability against sliding Base soil resistance Base friction Resistance to sliding Factor of safety Overturning check Vertical forces on all Wall stem Wall base Moist retained soil Base soil Total Horizontal forces on wall Surcharge load Moist retained soil Base soil Total Surcharge load Moist retained soil 321EMM Xexc-h = (hpas. + hb.s.) / 3 = 1.111 It Fstem = Astem x ystem = 850 pit Fbase = Abase x ybase = 850 pit Fmoist-v = Amoist x ymr = 2760 plf Fen"Y = Awc X Ymb = 537 pit Fwtai-v = Fstem + Fbase + Fmose-v + Foxe -v = 4997 pit Fs„ r'- h = pAr / Ymr X Surcharges~x heti= 313 plf Fmoist "h = pAr x heff2 12 = 1620 pit Ftotai-h Fmoist-h + Fsur-h = 1933 pit Fen - h = pob x (hpass + hbase)2 12 = 1472 plf Fr tion = Fwas -- , X KIbb = 1499 pit Frest = Fexc-h + Fbiton = 2971 pif FoSst = Few / Fiotai-h = 1.537 > 1,5 PASS - Factor of safety against sliding is adequate Fstem = Astem X Ystern = 850 pif Fbase = Abase x ybase = 850 pit Fmoist-Y = Amami x ym, = 2760 pit Fexc..,, Ae. X Y b = 537 pif Ftatai—v Fstem + Fbase + Fmoist—,, + Fec—V = 4997 pit Fsu, "h = pAr / ym, x Surcharges x herr= 313 pit Fmoist-h = pA, x heff2 12 = 1620 pit Fexc,,.h = -p0b x (hpass, + hbs,)2 / 2 -1472 pif Ftotai'llh Fmoat.,.P, + F,., -t, + F,,, --h = 461 pit Msur,-OT = Fsur-,h X Xsurl-h = 1409 lb—ft/ft Mmokst_OT = Fmoist-h X X.Qst-lh = 4860 lb—fVft €. RT!lei[ 1, 11i G 0 VSt;a Ta 4S f14 Gs N➢S4S .40001-1" ,1 e... .. a,. 't. .. .. A Subject Retaining Wall 5' Restoring moments on wall Wall stem Wail base Moist retained soil Base soil Tectal Gate 91312015 Job no. By D Mullins sheet 4 of 8 Mezc_oT = -Fexc. h X xexc-t, ' 9636 lb—ft/ft Mtotat ,c37 = Mmoist._OT + Meso;_oT + Msur_,gT = 7904 Ib_ fVft Mstem .t2 = Fstem x xstem = 9963 _Rift Mbar R Fbase x xbase = 2408 lb-ft/ft MmoL%I-.R - Fmost„v x otst_v = 91500 lb—Rift Maio R= Fexe v x xe o v= 537” b Mtotat,:rt - Mstam-IR + Mbsse._ta + Mmoist_s + Mexc,-R = 16428 O _ft(ft Check stability against overturning Factor of safety FoSot = Mtctas_tz / Mtotat-PT = 2.078 > 1.5 ,PASS . factor of safety against overturning is adequate Bearing pressure check Vertical farces on wall Wall stem Wall base Surcharge load Moist retained soil Base soil Total Horizontal farces on wall Surcharge load Moist retained soil Base soil Total Fstem .= Astem x ystee, = 850 plf Fbase = Abase x yoas e = 850 plf Fstnr y = Surchsrget x lheet = 306 plf Frmist-v = Amoist x ymr = 2760 blf F _v = Apes x ymb = 690 plf Ftcstat_v = Fstem + Fbase + Fmoistm,v + Fpass,„v + Fs,, -"V 5450 plf F,,,,, - ,h pAr / yoir x Surcharges x heti 313 plf Fmo,st_h pAr x he+ / 2 = 9620 pit Fpa mva max( - b x (dcm er + hbe ? 12, -(Fmo t,_h + Fs„r,„i;)) -1933 plf Ftotas_,» ma (Fmoist_t, + Fpass_a + Fsur-h - Ftotaan, x Ktbb, 0 plf) = 0 plf Mste,,, = Fstom x xstem = 9983 lb—ft/ft Mbase = Fbase x xbase = 2408 lb-,ft/ft Msur = Fsur_v x xsur_v _ Fsurwt, x xsur t, : -159 lb Rift Mmoist = Fmoist_Y x €st_wv - FmoMmt, x xmoist-h = 6640 lb-ft/ft MPass = Fpassy x ss_v . Ftxas t, x xt ass,_n = 3267 Ib_ Mtobe = Mate +' Kase + Mmomt + Mpass + Ms,, = 14140 lb ftlfl X = Mtotae / Ftotat v = 2.595 it a= x w lbaso / 2 = -0.239 ft lbad = lbase = 5.667it gtoe = Ftotat_v I (1 - 6 x e / lbase) = 1205 psf gheot = Ftotai_v / lasso x (1 + 6 x e / lbase) = 719 psf FoSaa = Pbea ing / (gtoe, gree) = 1.245 PASS - Allowable ,bearing pressure exceeds maximum applied bearing pressure CeP R`fi U, f X&C d&„ntR k fi& i t t RETAINING WALL DESIGN Compressive strength of concrete & = 4000 psi Concrete type Normal weight Reinforcement details Yield strength of reinforcement fy _ 60000 psi Modulus of elasticity or reinforcement Es = 20000000 psi Cover to reinforcement Front face of stern csf $ 1.5 in Rear face of stern c„, = 2 in Top face of base cbt = 2 in Bottom face of base cbb = 3 in t 1 P114 III Ii11411110 w.« t Load combination no.1 1.4 x Dead Load combination no.2 1.2 x Dead + 1.6 x Live + 1.6 x Lateral earth Load combination no.3 1 .2 x bead + 1.0 x Earthquake + 1.0 x Live + 1.6 x Lateral earth Load combination no.4 0.9 x bead + 1.0 x Earthquake + 1.6 x Lateral earth UTFIT t f Design bending moment Depth of sreinforcement Compression reinforcement Area of .provided providedTension reinforcement Area of provided Maximum reinforcement spacing - cl.143.5 Depth of • « block • Depth to neutral axis Strain in reinforcement 7242 lb-ft/ft d-hµcs,- ov/2= 5.688 in None kfpm = 0 int/ft No,5 bars @ 12” cfc Asrpm = n x 4)s,2 / (4 x ss,) = 0.307 m2/ft sm„x = min(18 in, 3 x h) u 18 in PASS - Reinforcement Is adequately spaced a Asrpm, x fy 1((},85 x f,,) = 0.451 in Pi = min(max( .85 - 0.05 x (f", - 4 ksi) / 1 ksif 0.65), 0185) = 0.85 c=a/Pi = 0.531 in et 0,003 x (d - c) / c = 0.029146 Section is in the tension controlled zone = min(rnax( i.65 + (rt - 0.002) x (250 l 3), O.65), 0.9) = 0.9 Mn - Asr.prov x fy x (d - a 12) = 8378 Ib_ ftift OM„ = Of x Mn = 7541 lb ft(ft M/OM„=0.960 PASS - Design flexural strength exceeds factored bending moment RRNI MM, l a�.. �. Title Yukon Grove Date 91312015 Job no Subject Retaining Wall ' By D Mullins Sheet 6 of 8 Minimum area of reinforcement - exp. 10-3 A., i,, = max(3 x x 1 psi), 200 psi) x d / fy = 0.228 in2lft PASS - Area of reinforcement provided is greater than minimum area of reinforcement required Rectangular section In shear - Chapter 11 Design shear force V d 2493 lb/ft Concrete modification factor - cl,8.6.1 ?, Nominal concrete shear strength 4 exp.11- Vc = 2 x X x v(fc x 1 psi) x d = 8633 Wit Strength reduction factor = 0.75 Design concrete shear strength - cl.11.4.6.1 oVc = Os x Vc = 8475 lb/ft V l OV. = 0.385 PASS - No shear reinforcement is required Horizontal reinforcement parallel to face of stern Minimum area of reinforcement - 01. 14,3.3 As.seq = 0.002 x ts,e - 0.192 in2lft Transverse reinforcement provided No.5 bars @ 12" c/o Area of transverse reinforcement provided Asp p�, = ir x OW l (4 x six) = 0.307 in2lft PASS . Area of reinforcement provided is greater than area of reinforcement required Check Mase design at toe Depth of section h = 12 in Rectangular sections in flexure - Chapter 10 Design bending moment combination 2 M 3174 lbrnfttft Depth of tension reinforcement d = h - cb,,,- Obb 12 = 8.688 in Compression reinforcement provided No.4 bars @ 12" ctc Area of compression reinforcement provided A, t = rc x W t (4 x sr,,) = 0.196 in2fft` Tension reinforcement provided No.5 bars @ 12" old Area of tension reinforcement provided Abt .,p v = n x ObO 1(4 x sbb) = 0.307 in/ft Maximum reinforcement spacing - cl.10. r.4 s... = min(18 in, 3 x h) = 18 in PASS - Reinforcement is adequately spaced Depth of compression block a Abb,pw x fy i (0.85 x f r) = 0.451 in Neutral axis factor _ c1.10.21.3 P, = min(max(0.85 - 0.05 x (f, - 4 ksi)11 ksi, 0.65), 0:85) = 0.85 Depth to neutral axis c a / Pi _ 0.531 in Strain in reinforcement ea = 0.003 x (d - c) i c = 0.046101 Section is in the tension controlled zone Strength reduction factor = min(max(0.65 + (e, - 0.002) x (250 J 3), 0.65), 0,9) = 0.9 Nominal flexural strength M„ = Abb pmv x fy x (d - a t 2) - 12980 lb—ft/ft Design flexural strength OMn = 0 x Mn = 11682 lb—ft/ft M 1 OM,, = 0.272 PASS - Design flexural strength exceeds factored bending moment By iteration, reinforcement required by analysis Abb,des = 0.082 in'/ft Minimum area of reinforcement - c1.7.12.2.1 Aw min = 0.0018 x h = 0.259 in2lft PASS - Area of reinforcement provided is greater than minimum area of reinforcement required MARTIN/WFT�N Design shear force Concrete modification factor - cl.8.6.1 Strength reduction factor n c 4 Date 913/2015 Job no. BY D Mullins Shoot 7 of 8 V = 2863 lb/ft X=I Vc = 2 x X x 4(fc x 1 psi) x d = 13187 Ib/ft 4�s 0.75 OW = Os X Vc = 9890 Ib/ft V / OW = 0.289 PASS - No shear reinforcement is required Rectangular section in flexure -Chapter 10 Design bending moment combination 2 M 5004 to ft/ft Depth of tension reinforcement d =h - cbt - ebt / 2 = 9.75 in Compression reinforcement provided No.5 bars @ 12" c(c Area of compression reinforcement provided Abb,pm = 7r x 2 / (4 X Sbb) = 0.307 m2lft Tension reinforcement provided No, bars @ 12" c/o Area of tension reinforcement provided Abipo,, = n x 4? / (4 x stat) = 0.196 int/ft Maximum reinforcement spacing - cL 1 0,5A smax = min(18 in, 3 x h) =18 in PASS - Reinforcement Is adequately spaced Depth of compression block a = Abt.po,, x fy / (0,85 x fc) = 0.289 in Neutral axis factor - c1.1 0.2.7.3 Pi = min(max(O.85 - 0.05 x (fe - 4 ksi) / 1 ksi, 0.65), 0185) = 0.85 Depth to neutral axis c=a/pi =0.34in Strain in reinforcement et = 0.003 x (d - c) / c = 0.083104 Section Is in the tension controlled zone Strength reduction factor = min(max(O.65 + (Et - 0.002) x (250 / 3), 0.65), 0.9) = 0.9 Nominal flexural strength Mn = Abt po,, x fy x id - a / 2) = 9430 lb--fttft Design flexural strength OMn = 0 X Mn = 8487 lb—ft/ft M / OMn = 0.590 PASS - Design flexural strength exceeds factored bending moment By iteration, reinforcement required by analysis Abt.des = 0.115 in'/ft Minimum area of reinforcement - cl.7,12.2,1 Abtmi,, = 0.0018 x h = 0.259 m2/ft PASS - Area of reinforcement provided is greater than minimum area of reinforcement required Strength reduction factor Minimum area of reinforcement V 2659 lb/ft X =1 Vc 2 x X x �(fc x I psi) x d= 14799 Ib/ft os = 0.75 OVc = os x Vc =11100 Wit V / OW = 0240 ri/IMIii S: Ci *dSu: CS tiK #ni Gf?w k£fk5 Title Yukon Grove Date 913/2015 Job no. Subject Retaining Wall V By D Mullins Sheet Bot 9 Transverse reinforcement provided NoA bars @ 18" c/o each face Area of transverse reinforcement provided Ab prow = 2 x n x Obx2 f (4 x sbx) = 8.282 in2/ft PASS - Area of reinforcement provided is greater than area of reinforcement required __. No.5 bars 6, 12" etc hoozontal reinforcement pamiW to face of stem No 5 bars @ 12" do NOA bars @ 12* do 2„ a N � V No.5 bars 12" ctc 3- No 4 bars 15" do transverse reinforwroont in base City (-)I" wh6atpd COINIMUNny DEVELOPMLN'r Please corm 1 111 1 PlanlPennit # 12L. 0 1, C"', 1") � MOM= Property Address:_2��t�ko Mmn= Address: Architect/Engineer E-mail: Phone. 0 Contractors City License #: 0 1 S I a �5 Phone03— Contractor E-mail Address: ezxn Electrical: W,R, City License # LZIFAMISMUL Plumbing: W,R, City License# Complete all information on BOTH sides of this form M NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING [ RESDENTIAL ADDITION El WINDOW REPLACEMENT El COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (garage, sheet, deck, etc,) C] MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT El ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, Tease provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc,) Sq. FULF Btu's Gallons Amps Squares other City of i jige CO MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 March 25, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Bill Fritz NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3205 Yukon Ct. Lot 2 — 3225 Yukon Ct. Lot 3 — 3245 Yukon Ct. Lot 4 — 3265 Yukon Ct. Lot 5 — 3285 Yukon Ct. Lot 6 — 3295 Yukon Ct. Lot 7 — 3311 Yukon Ct. Lot 8 — 3321 Yukon Ct. Lot 9 — 3331 Yukon Ct. Lot 10 — 3341 Yukon Ct. Lot 11 — 3351 Yukon Ct. Lot 12 — 3361 Yukon Ct. Lot 13 — 3371 Yukon Ct. Lot 14 — 3391 Yukon Ct. Lot 15 — 3360 Yukon Ct. Lot 16 — 3350 Yukon Ct. Lot 17 — 3340 Yukon Ct. Lot 18 — 3330 Yukon Ct. Lot 19 — 3320 Yukon Ct. Lot 20 — 3300 Yukon Ct. SUBDIVISION: Yukon Grove Subdivision, Filing No. 1 Jefferson County Reception Number for Plat: 2015016465 (See attachment) NOTES This is a courtesy notification. AUTHORIZED BY: I DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Email to Jeffco IT Services at smitchel@jeffco.us 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinezna,usps.g and krissy.j.summerfield(a)usps. ov 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 www.ci.wheatridge.co.us 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Wheat Ridge Sanitation District 13. Wheat Ridge Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity Map DATE: A rd I M YUKON GROVE SUBDIVISION, FILING NO. 1 A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SECTION 26, T.3S., R.69W., OF THE 6TH PM CITY OFWHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO I SHEET 02 OF 03 N00*06'22"W 359 AREA RESERVED FOR FUn R*HT-OF-A (SEE TRACT D NOTE ON SHEET AND SOOIV51: 299. EASEMENT, TYP )9oOL 0 R W1 10' x W STORMWATER EASEMENT HEREBY DEDICATED BY THIS PLAT R-2 ZONWO UWPLA 7TED a Ur4jrY AND vom" EASEMENT, lypl R4 #5 RIEW Wl CAP 4S 115721 wil STREET RIGHT-OF-WAY MONUME SHALL MoNU' &Sf; N M 70 FINAL UFT OF ASPHALT PAVEMX VLL BE PROVIDED BY THE CITY OF WHEAT ROM UPON REQUEST -Pt No 157♦9 BEKilmaK WORTH j CORNER, SECTION 2 FRO Z9 BRASS CAP ELEVATIONS ARE BASED ON THE COY OF WHWI RIDGE ON JPHAC PLS# 13212 IN RANGE BOX I A CRY ♦ WHEAT RID" 11/16 STAftESS STEEL ROD 1 2 FOOT LONG WITH SLEEVE AND DATUM ACCESS COVER, STATE PLANE COORD A1 LATN3T46`09,72O504* u ELEVATION - 54 FEET (NAVD OAT M F- LON'WIOS'04'53.207629* CITY OF WHEAT RIDGE DATUM U&S QE OFMINQ5. *70582148 E. 184+125 BEARINGS ARE BASED ON THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PR94CPAL MERIDIAN BEAR N 89*45 ' 02 'E BETWEEN THE WEST QUARTER CORNER BEING A FOUND 3 %* ALUMINUM CAP PLS # 13212 IN RANGE BOX AND THE CENTER QUARTER CORNER SONG A FOUND 3 34 ALUMJNUU CAP PLS # 132t2 IN RANGE BOX, rl N CHAIN LINK FENCE --------- BARB #ARE FENCE PROPOSED PROPERTY LINE RIGHT—OF—WAY LINE SECTION UNE ME N mm JANUARY 22, 2015 NOVEMBER 3, 2014