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3825 Pierson Court
_Z6[7d�$�9'5 3g2r - INSPECTION REt; URD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 r Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project =oundation Inspections Date Inspector Comments Initials Pier Wall Sheathing Concrete Encased Ground (CEG) ROW & Drainage / Public Works Dept. Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Annroval Of The Above Insnections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing 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. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Plumbing Rough Electric Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing 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. Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage Y the Buildin^ ni, r. -mitted Until A Certificate of Occupancy IR !r3 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office! (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: `� -� R S c Permit Number: ; / -7 0 '� � 9 3— Hip �4 } ® OJT D v 7-D ❑ No one available for inspection: Time �� M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 rf. Date:. 7 Inspecto DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division N (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r � Inspection Type: Job Address: Permit Number: ' � , %' 7 ❑ No one available for inspection: Time ' it �' ' Aw/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— ;' �._� Inspector: 1 1 o DO NOT REMOVE THIS NOTICE ► A City of Wheat Ridge r Residential Roofing PERMIT - 201703595 PERMIT NO: 201703595 ISSUED: 07/10/2017 JOB ADDRESS: 3825 Pierson CT EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Impact Resistant asphalt shingles - 97 sq. *** CONTACTS *** OWNER (303)803-6111 HARVEY SHAUNA S SUB (303)459-7889 Quality Construction 110245 Quality Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 29,000.00 FEES Total Valuation 0.00 Use Tax 609.00 Permit Fee 488.05 ** TOTAL ** 1,097.05 *** 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report isnot available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703595 PERMIT NO: 201703595 ISSUED: 07/10/2017 JOB ADDRESS: 3825 Pierson CT EXPIRES: 07/10/2018 JOB DESCRIPTION: Residential Re—roof to install Owens Corning Impact Resistant asphalt shingles — 97 sq. 1, by my signatur/ttest y attest that the work to be performed shall comply with all accompanyin approved plans and specifications, applicable buildind all applicable mum i al codes, policies and procedures, and that I am t legal owner or have been authorized by the legal owno,.. erty and am aut iZ to obtain this permit and perform the ork descr' ed and approved in conjunction with this permit. I fu he�at I am le nttf ized to include all entities named withi his docu ent as parties to the work to be performed and th to ' e s disclosed in this document and/or its' acc panying, pproved plans and specifications. Signatu of OWNER or CONTRACTOR (Circle one) Date / I,TM's permit was issued based on the information provided in the permit application and acco panyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies 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 maybe 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 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. �'he 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 anting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c or ny ordma b gula 'oar this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to 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 20 17 _� 'q 5 - From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 27, 2017 1:10 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane 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 and due to the volume of requests, time to process varies and is subject to change. 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. 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 3825 Pierson Ct. Wheat Ridge, CO 80033 Property Owner Name Shauna Harvey Property Owner Phone 303-803-6111 Number 0 c5 Q1 5 Property Owner Email N/A 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 Quality Construction 110245 303-459-7889 Contractor Email Address claims@truequalityconstruction.com Retype Contractor Email claims@truequalityconstruction.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material No Owens-Corning Impact Resistant Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 97 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? 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) 97 House Roof & Shed Roof 12:12 pitch 2900 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 Saitta Email not displaying correctly? View it in your browser. 3 :m QUALITYB_ BBB_ Construction BB ,0M, 5895 E. Evans Ave., Denver, CO 80222 Phone: 303-459-7889 303459-2245 Fully Insured Licensed Policv #: GL0018071-02 Expires: 05/24/2017 Limit: $2,000,000 Carrier: Accord Customer: ' 'j t_I, kAM Insurance Provider: n Add Phone#: I C -ccM tf U 3 Polic #: to ; ' Email: S 1 J Gains #: S, 1Q Phone #: 903 — Pro ect Marta er: cI Date: cj Z Phone #: - ApEroximate Dollars (S) 3 � �^�,, /l T Shingle Manufacturer ((1` �s7r���\� �1yyy1� ���t' Yc J vv Color)�Y��� off 1 layers of composition shingles J J Install Decking (7116"OSB) stall new fell stall new shingles nstall pre -painted eave metal to code -Color �Wfrs) will be closed id�ge(s) to be color -coordinated idges(s) will he "High Profile Ridge" color -coordinator shingles stall new pipe jacks f eplace vents as needed Re -flash chimneys and all abutment as needed and if possible (stucco or siding may be a deterrent) ft. of series ridge vent ft. ice and water shield to code nstall nails per shingle lean our gutters Wcar workmanship warranty ualaa) Construction will provide general liability insurance core age of at least 52.000.000 ake a magnetic sweep of driveway and yard for removal of any nails �ove all debris resulting from above work pecial Instructions I JTear off one layer of wood shingles I ] 1/2 CDX I I Valleys(s) will be open Start: — ` Obfrklpprcy,lUaVDateof Roof. Completion: `t ZIf initialed by buyer, then the contract price is contingent upon insurance approvit it buyer is only responsible for his/her deducti4. When the insurancAJi,ir . to pay the claim for damage to the property, then the buyer agrees to allow Quality Construction, Inc. to per orm all repairs prescribed by insurance company's adjuster report. By reference, said adjuster's report and estimate becomes and here is apart of this contract. I also give permission to Quality Construction to speak with my insurance company regarding hail damage claim to my property. TERMS AND CONDITIONS I. This agreement is subject to final approval by Quality Construction, Inc. and is the entire agreement of the parties and no other terms will be recognized. 2 Slating that the roofing contractor shall hold intrust any payment from the property owner until the roofing contractor has delivered materials or has performed a majority of the work. 3. Any supplemental payment from the buyer'simurancecompany is due to Quality Construct too, Inc. including Contractor's Overhead and Profit. The payment schedule shall be: Sr. Deposit, and the final 51M due at the completion of each trade. 4. Labor Warrants does not cover damage caused by natural disasters: lighting, gale force wind, hurricane tornado, hailstorm, and impact of foreign objects or other damages due to settlement. distortion, or failure of the roof deck, walls or foundation of a building. 5. Quality Construction, Inc. is not responsible to provide any materials or to perform any work other than what is described above. 6. 1.5'p monthly will be added in daily increments io the balance of any and all unpaid portions of the contract, commencing upon completion date reception of remaining insurance proceeds. 7 Qua Iit) Construction, Inc. wiIIperfnumalI%orkaccordingtolocal building codes specificalions. g. If this contract is cancelled by the buyer later than three 13) days from signing, the buyer shall pay to Quality Construction. Inc. an amount equivalent to thirty percent (30':) of Approved Replacement Cost Value. as Iiquidalion damages, and Quality Construction. Inc. Agrees to accept such asreasonable and just compensation for said cancellation and Consequential loss of profits. 9. Contract may be rescinded within 72 hours after the property owner receives written notice that the Insurance claim has been denied. 11). Buyer shall provide all electricity necessary to complete the above scope of work. 11. Quality Const ruction. Inc. shall not be liable for any structural movement, will ing. cracks in drywall, driveways or dents in gutters crated during normal construct ion procedures. 12 Before any warranty, written or otherwise, is to be considered valid, the Contract must be paid in full. In the event of a problem, due to Workmanship, Quality Construction. Inc. must be notified in w, -icing within 10 business days of discovery of said problem. Quality Construction, Inc must beallowed to inspect and correct the problem before anyone else, and will Trot be held respnmible for any problems arising from long-term exposure to water. 13. Each trade represented will be payable in full at completion of said Irade. 14. If customer faits to pay for services performed by Quality Construction, Inc then the Customer is responsible to pay all legal Costs and fees acquired by Quality Construction, Ina in pursuing payment. 15 Final payment shall nm he held while wailing for cily or county inspection. 16. Quali ty CDnst ruci ion reserves i he righ I to reject work a t any time. I f octal i ty Const ruction rejects a port ion of The cont ract, the homeowner will be rei mbursed for work not completed 17 Qua It 1Y consl ruction reserves the right to order excess materials, A 11 excess mate rial s are property of Qua lity Construct ion. 19. The Con tractor ca noun pay, waive or rebate an insurance deductible. 19. AIIFinalAdjust &ngReportswillhereleased toQua IityConst ruction for atwrat ebilling purposes. ` All checksmadep t unlit Co Nction,lnc. CJI• .ner: Consultant: Date: Approved By: Mountain Insurance Brokers - 3705 Kipling Street, Suite 104 -Wheat Ridge, CO 80033 i CITY OF WHEAT RIDGE Bpiiding Inspection Division (303) 234 -5933 Inspection line J (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE A Inspection Type: U Job Address: rj f ,rrsov �' Permit Number: r, ❑ No one available for inspection: Time /0 f AM M Re- Inspection required: Yes No ' When corrections have been made, call for re- inspection at 303- 2345933 Date: � Inspector: r DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 9/0W©DF Job Address: &925 RZ-gSaU Cl Permit Number:i ~Li/r^,2ov~ rr E ❑ No one available for inspection: Time /••00 A I~M Re-Inspection required: Yes No When corrections have been made, oali for re-inspection at 303-234-5933 Date: 12-2Z-0g Inspector: d ` DO NOT REMOVE THIS NOTICE FW"E'r9 City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit Property Address Pen as", C_~- Property Owner (please print) 944 J&6-A j -,z4 , L,„e p Phone:38 - 05Zt ~ - Mailing Address: (if different than property address) Address: 3 C6 15- P ein d7 , C City, State, Zip: U j .4 Contractor: p to VA-,-r- A h4 JJ/~C_ Contractor License 2-1 t-i Phone: Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ S q'-ooo Description of Work: (as calculated per the Building Valuation Data sheet) '7'L°v9~/-a~ 6c ( lc.~nnrK~,,` - Plan Review (due at lime of submittal): $ Sq. Ft./L.Ft added: Squares fa#-BTU's Gallons Amps OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME SIGNATURE: Date: Q-14 13 •"4' City of Wheat Ridge _r- Residential Fence PERMIT 080820 PERMIT NO: '.080820.. ISSUED: 07/23/2008 JOB ADDRESS: 3825 P:IERSON CT EXPIRES: 0.1./19/2009 DESCRIPTION: Replacing iron.. w/wood fence 160' total 6' high fence CONTACTS owner 303/901-9233 Shawn Salvato go 303/431-7372 Chris Cox 02-1706 Brother's Fence Co. Inc. **PARCEL INFO ZONE CODE: UA 'USE: UA SUBDIVISION:' UA BLOCK/LOT#: 0/. FEE SUMMARY rESTIMATED PROJECT 'VALUATION: -.3,000.00¢ FEES Permit Fee 108.30 Plan Review Fee 70.40 +~boryl'1 Total Valuation ..00.. Use Tax 54.00 **:TOTAL 232.70 Conditions:: Note: Owner/Contractor is :responsible for locating proeprty lines and constructing.' improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the. plan 'set and any construction errors resulting from inaccurate information. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of'. Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this application and that I assume full :responsibility for compliance with. the Wheat Ridge Building Code '(.I B C) andF all other applicable Wheat Ridge ordinances, for work under this permit. Plans. subject to field inspection Signature of contractor/owner date 1 This permit was issued in accordance with the, provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 This permit shall expire 180 days from the issue date:: Requests for an extension oust be received; prior to expiration date An extension may be granted at the discretion of the Building Official. 3 If this permit expires,a new permit may be acquired for a fee ofone-half the amount normally required, provided no :changes have been or will be made in the original plans. and specifications and any suspension or abandonment. has not exceeded one (1) year. :If changes; have been or if suspension or abandonmentC exceeds one (1) year, full fees shall be.. paid for a: new permit 4. No work of any manner shall be done that will change the natural flow of water causing _a drainage: problem 5 Contractor shall notify the Building Inspector twenty-:four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the fob. 6 'The issuance of a permit or the approval of 'drawings and specifications shall not be construed to be a permit for, nor an <approval of, aniv of the provisions of thebuilding codes or any other ordinance, law, rule or regulation. A11plan review is field inspections. Signature of Chief Bu dinOfficial --date INSPECTION REQ EST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. a City of Wheat Ridge Building Division Date: -7 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan Inspection Line: 303-234-5933 Permit Building Permit Application Property Address: CS S 106 Property Owner (please print): Phone: Mailing Address: (if different than property address) Address: City, State, Zip: W te6-i g602 Contractor: Contractor License Phone: S Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Description of work: P~Pz.PrGin)7~ ~72t~S ,W~ Sq. Ft./L.Ft added: Squares Construction value: $ 6-D (as calculated per the Building Valuation Data sheet) 11VC1712 Plan Review (due at time of submittal): l fflou IC6 ¢t h C V BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C/RLCE ONE:: W l R) CSOR PERSONAL REPRE ENT E of (OWNER~LTR V ) PRINT NAME: Z-JJ SIGNATUR te: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: 12 - Reviewer: 2 y l 0 CJ' JH- 1 8" FeNCe Cc1NNV'F 'P}CCa 3(," ran If~tnt r~uuJfe rr PUBLIC WORKS COMMENTS: Reviewer: af+eAc,n,if coi toeHfj BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: $ 11 - l I !I I I J~, l k m 7c 1 49- o .o w c I 1 ~I i I I I i ` w C~ I ~7 ~g l 65~a,5 ca/\j - c [z o /,J (2 - C~ ~ n ~ ~ O -n m a `sml o 0 N 0 w 0 a 0 STOP WORK ORDER You are hereby ordered to stop work located at: ,382S z''G' ,e i By order of the City of Wheat Ridge Building Department for the following reasons: ~ ,~I~G'7~/GAG Gvc7~@K l.~~iniG ,Oo~v~ ~ ^/d ~,8~ 4/x~ ST~-T'~ ,~,o.e~s5 Ui►~r~ Fo~ ~~~,~G ,(~~,"QU/,~~.~1~~✓TS f~i9~/E .Q.E~i✓ ~'~~1~~~T~ jj 1.~.~ GtJi~~TiPi~G~" ST`rT~ ~o~'o,~'•s,c~~ ,~1~ZT.PiCra~ .B~/~',O .~i'.oL~~✓~~~ O/= ~Z/Gt> l/id'~Ta~✓. ~ >0~la/ .BY a2 U~✓.s"tr~~.~ uis~ ~1.0~ ny~ -;;;nO o A. s~9..,,.4,•7 • /~1A.P.r B.~s.s~n~ o~ ~u•~~.Pi9 /~°~~rr~r.c~ r ~//~'/~//L~ ~/G"Lai✓ p'F ~/ZAiB~73/. ~i~/~G7✓fl-:- This notice may be removed ONLY by the City of Wheat Ridge Building Department! Date:1&,ZZe~ll Building Inspector: TAG , C3 06/19/09 10:59:59 City of Wheat Ridge Page 1 bp701-15 PERMIT INFORMATION - 060696 RShutto PERMIT INFORMATION: Permitk: 060696 Permit Cd: Res. New SFR Permit DC: 08/09/2006 Expises: 10/27/2007 LAND PARCEL INFORMATION: Zone Cd: Residential SFR Funct Use: Unassigned Subdivision: Unassigned Cont Type: Miscellaneous Legal: Addiess: 3825 PIERSON CT Paicel Cd: 00330 OWNER: M, and Mis. Salvato Address : City/St/Zip: DU: 0 Last Zone Dt: Annex Dt: Lot: B1ock No: 0 JOB DESCRIPTION: 5,113 sq ft, single family home FEES QTY DUE PAID: Engin. Review Fee .00 150.00 150.00 Grade/Fill Permit .00 194.50 194.50 Permit Fee 967,839.50 3,970.99 3,970.99 Reinspection Fee 61.00 61.00 61.00 Plan Review Fee 469,839.50 2,581.14 2,581.19 Total Valuation 469,839.50 .00 .00 Use Tax 467,839.50 8,421.11 8,421.11 15,3']8.99 15,398.74 CONTACTS: ownei Mr. and Mrs. Salvato gc CL1 Eagle Custom Huilders Sames Audiss Suite D-228 Lakewood, CO 60227 3039893100 sub CLe Millwood Plumbing & Heating een Millwood 6612 Fig Street Arvada, CO 80004 3034214506 sub CL9 Rocky Mountain Heating & Sheet Gerald&Lindsay Walls P.O. Box 569 Sedalia, CO 80135 3036605990 sub CLA Hause Elec[ric 611 Cody Street Lakewood, CO 80215 3032399368 PERMIT NOTES: 11/21/06 aill called - S.W.O. -z apprentices working on electrical a6n electric 08/22/06 Will need to submit escrow for public improvements prior to issuance of C.O. Applicant is aware of requirement and all escrow foxms. 08/07/06 CREATED FROM APPLq 06-0080 08/02/06 OK -TRC see attached shee[ which details the requirements of obtaining a certificate of occupancy. 09/18/06 crooL ok with notes on plans.AOOf must comply to 110 mph 3 second wind gust. 908 furnaces minimum standards.SUbjec field inspec[ion. Gave plans back to xristy. 09/17/06 Talked to Keith Morgan - need size of house in square fee[. He will call back with a figure. 07/17/06 DFH: Prior to issuance of C/O. 1) Requiie PW escsow for imp[ovements in the amount of $11,943.40 foi cuib, gutter, sidewalk, and assoc. asphalt patching in lieu of constructio 07/19/06 DFH (COnt): 2) Drainage CertiEication Letter from Engineer- of-Record, Mr. Andiew J. Mainer P.E. stating site giadi drainage functions shall be required prior to C/O. 07/14/06 gave copies oE plans and permit application to Travis, Chad, and Oave B. INSPECTION INFORMATION: 1{ TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATIIS 1 tce: Temp. Const. Meter 01- 9853 08/08/06 no BM 08/09/06 INCOMPLETE 2 tce: Temp. Const. Metei 01- 9853 08/10/06 no BM 08/11/06 COMPLETE 3 fou: FOUndation Insp. 06- 0096 08/30/06 no BM 08/31/06 WMPLETE 4 dmp: Damp/WeaCherproof 06- 0096 09/08/06 no va 09/11/06 5 POG: Plumbing Undergiound 01- 9354 10/18/06 no BM 10/19/06 INCOMPLETE 6 pfi: Plumbing Final Insp 06- 0096 10/20/06 no cr 10/23/06 30/23/06 INCOMPLETE 9 rof: ROOf InspecCion 06- 0096 11/20/06 no BM 11/21/06 11/21/06 PARTIAL 8 mri: Mechanical Rough Ins 02- 0291 12/06/06 no BM 12/09/06 12/07/06 COMPLETE 9 pri: Plumbing Rovgh Insp. 01- 9354 12/06/06 no HM 12/09/06 12/09/06 INCOMPLETE 10 eri: Electrical Rough Ins 01- 9853 12/06/06 no HM 12/07/06 12/09/06 INCOMPLETE ll fri: Framing Rough Insp. 06- 0096 12/06/06 no HM 12/09/06 12/07/06 ffiWMPLETE 12 eri: Electrical Rough Ins 01- 9853 12/07/06 no HM 12/08/06 12/08/06 COMPLETE 13 mri: Mechanical Rough Ins 02- 0291 12/09/06 no HM 12/08/06 12/08/06 COMPLETE 14 pri: Plumbing Rough Insp. 01- 9354 12/07/06 no HM 12/06/06 12/08/06 COMPLETE 15 fri: Framing Rough Insp. 06- 0096 12/07/06 no BM 12/08/06 12/08/06 WMPLETE 16 mis: Miscellaneous 12/09/06 yes HM 12/06/06 12/08/06 17 ins: Insulation 06- 0096 12/14/06 no HM 12/15/06 12/15/06 COMPLETE 06/14/07 ia:sa:sa bp]O1-ls City of wheat Ridge PERMIT INFORMATION - 060696 18 emr :Elec Service - EMR 01.-9853 12/18/06 no HM 12/19/06 12/19/06 COMPLETE 19 dws :DZywall Screw 06- 0096 12/22/06 no BM 12/26/06 12/26/06 COMPLETE 20 eEi :Electrical Final Ins 01- 9853 03/12/07 no BM 03/13/07 03/13/07 INCOMPLETE 21 mfi :MeChdniCdl Findl 02- 0291 03/12/09 n0 HM 03/13/09 03/13/07 COMPLETE 22 pfi :Plumbinq Final Insp 01- 9354 03/12/07 no HM 03/13/09 03/13/07 INCOMPLETE 23 mf: ROOf Inspection 06- 0096 03/12/07 no HM 03/13/07 03/13/09 COMPLETE 24 bfi: BUilding Final Insp 06- 0096 03/12/07 yes BM 03/13/07 03/13/09 25 efi: Electrical Final Ins 01- 9853 03/13/07 no BM 03/14/07 03/14/09 COMPLETE 26 pfi: Plumbing Final Insp 01- 9354 03/13/07 no BM 03/14/07 03/14/09 COMPLETE 29 bfi: BUilding Final Insp 03/13/09 no BM 03/14/09 03/14/07 INCOMPLETE 28 1fi: Landscaping Final 03/13/07 no trc 03/14/09 29 fpw: 2ublic works Improv. 03/13/07 no dfb 03/14/09 30 bfi: BUilding Final Insp 06- 0096 03/16/09 no BM 03/19/09 03/19/07 COMPLETE 31 lEi: Landscaping Final 03/21/07 no tic 04/24/09 04/29/09 INCOMPLETE 32 1fi: Landscaping Final 04/24/09 no ti'c 04/30/09 04/30/07 INCOMPLETE 33 1fi: Landacaping Final 06- 0096 05/19/09 no ua 05/15/09 Page KShutto 2 ~ U Z a ~ U ~ 1 W U ~L ^ ~ U rl- O O N m ` ~ ca 0 r0 w o (D ~ (1) 0 ~ Q' j N Q -C 0 W 8~ a 2 c'~ U LL a Lr) H m U = > ~ rn (0 0 ~ 0 N 4c L 7 z ~ N a 0 a o ~ m N N i y ~ L N O c ~ N m N C ~ O N N -o n 0) -~°o ~ j u ~ m m m-m c ~ ~n ~ > > ~ m r Y ~ o a N L U N ~ U o a O L N a.. a (D L ~ E « m o U p~ ~ ~ -OO m ~ U 3 L C ~ O 0 O T ~w p~~ U N ~ D O T ~ r d ~ a 0 - N ~ y c E 0 on m N ~ O N .p -O u E c w ' N N G N U ~ m E -o c H o. ~ ~ ~ ~ N d LO N co Cl) ~ ~ W ~ ~ ~ Q 0 ~ > N ~ i ~ ~ ~ (Dr- W z ~ ~ N N O 00 ~ U ~ J -o > m ~ ~ 3 ~ ~ N ~ ~ LO M N ~ ui ~ ~ m 0 ~ ~ U ~ N w ~ ~ W ~ ~ ~ ~ 0 ~ U ~ F- z 0 U M m 0 O co ~ U ~ ~ a ~ ~ ~ ~ ~ Q) ~ N d LO N CC) Ih ~ ~ W ll~ C) ~ Q ~ W d 0 ~ n_ Z 0 F: d ~ U ~ W ❑ J Q C7 W J W U) 0 ~ ~ ~ ~ ~ z} > 0 J J 0 Ll W 2 H ~ 0 LL ~ d N Y C ~ o rn o ~ ~ O s 3 T ~ c c m :B a - ~ ':3 U .0 V N N O rn ~o~ d y U y N4= L s U o c ~ w y ~ U a ~ y ~vw d m E ~ U O (Q +.d .C O N C ~ L O)o L m a L U O Z w w z z N ~ o C p o Q N 'O V m W U 7 o m O ~ U ■ ❑ ~ d O a m ro N a1 C E 'a o m m ~ L p U N ~ U) vi C1 O ~ C ~ o cC ~ Q :3 ~ Q V 0 Q) LO 4- V V >1 G7 E L E d U 0 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 The City of Wheat Ridge 11 June 2007 James Audiss Eagle Custom Builders 3235 S. Wadsworth Boulevard Lakewood, Colorado 80227 RE: 3825 Pierson Court/Building Permit No. 06-0696 Dear Mr. Audiss: A building permit was issued for the property located at 3825 Pierson Court on 7 August 2006 (permit number 06-0696). The permit was issued for the construction of a new single family residence. The permit was recently finalized with the completion of the newly installed landscaping. The landscape escrow which was submitted on 20 March 2007 in the amount of $6,250.00 will be returned shortly. After reviewing the contents of the building file, it appears that two outstanding issues still remain. First, it does not appear that a certificate of occupancy was ever issued far the property. A C.O. is required upon completion of any structure intended for occupancy. The building card was never turned into the Community Development Department, which usually initiates the process for generation of the C.O. Secondly; an escrow was required for the public improvements along West 381h Avenue. These improvements include curb, gutter and sidewalk which could not be installed due to lack of abutting public improvements on West 38`h Avenue. A letter was sent on 8 August 2006 along with a memorandum from the Public Works Deparhnent (attached) which detailed the extent of the escrow. The engineer's cost estimate was in the amount of $11,943.40. To date, this escrow has not been received. It is imperative that the escrow be paid and the certificate of occupancy be issued for the subject property. Please complete the attached escrow agreement form and submit to the Community Development Deparhnent along with a check in the amount of $ ll,943.40 for the public improvement escrow. Once these items have been received, a certificate of occupancy can be generated. James Audiss 3235 S. Wadsworth Blvd. If you have any further questions, please feel free to contact me. I can be reached at 303.235.2849 or tcrauea,ci.wheatridQe.co.us. Sincere% . 7 1 Travis R. Crane Planner II Cc: Robert Salvato; Building File James Audiss 3235 S. Wadsworth Blvd. City of Wheat Ridge Community Development Department Memorandum TO: Address File FROM: Travis Crane, Planner I ~v SUBJECT: 3825 Pierson Ct. DATE: 8 June 2007 F WHEqT O ,P ~ ~ a ~ c> m ~~<ORA00 A landscape escrow was submitted for the property located at 3825 Pierson Court in March 2007. The escrow received was in the amount of $6,250.00, and was submitted by Robert Salvato, the property owner. Mr. Salvato was incorrectly informed by his builder, Eagle Custom Homes that the check was only to be held and would not be cashed. Once the escrow check was submitted to the City it was cashed. As a result, Mr. Salvato withheld $6,250.00 from his final payinent to Eagle Custom Homes. The landscaping was completed in May 2007. Eagle CusCom Homes has requested that the refund of the escrow be sent to them, not to Mr. Salvato. The Community Development Department has received a notarized letter from Mr. Salvato stating that the escrow may be released to Eagle Custom Homes. 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Ridge DATE: 8 June 2007 TO: Accounting Department FROM: Director of Community Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: Eagle Custom Builders/3825 Pierson Court The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Eagle Custom Builders Address: 3235 S. Wadsworth Blvd. Lakewood, CO 80227 Amount to be refunded: $6,250.00 Alan White Director of Community Development MAY 3 n 2007 5/30/2007 Travis: I wrote a check to the city of Wheat Ridge on March 19`h of 2007 in the amount of $6,250.00. I was told by Jim Audiss, a managing partner of Eagle Custom Home Builders that the check would not be cashed and that we had 30 days to complete our front landscaping. The check was cashed 3 days later. I did not want to go back to the city of Wheat Ridge and fight for the money, on my last draw to Eagle Custom Home Builders I short paid the amount by $6,250.00. A check for the $6,250.00 needs to be paid to Eagle Custom Home Builders. Thanks You, Robert P. Salvato Jr _ TAMARAH D.PENK NOTARY PUBLIC STATE OF COLO"p 7 DEVELOPMENT INSPECTION REPORT ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT D~'3AR:?lUq'l?' C??Y731GC's"r'OBKS DATE: 06/07/06 LOCATION: 3825 Pierson Ct TIME: 10:00 WEATHER: Clear, windv, 70 deerees INSPECTION TYPE: PRE-BUILD CONCURRENT FINAL X DEVELOPMENT N GENERAL CONTRACTOR: Eagle Custom Builders SUPER SUBCONTRACTOR: SUPERVISOR: GENERAL COMMENTS: I did a final walk through the sidewalk has been repaired and there are no other issues to address in the citv ROW. The house site is complete and the landscaping is done. INSTRUCTIONS TO CONTRACTOR: PUBLIC WORKS INSPECTOR: Russ Higgins DATE: 06/07/07 CONTRACTOR: SUBCONTRACTOR: DATE: DATE: Rev 7/03 J~~ WH~TR U ,m Community Development c~<ORP~~ Escrow Transmittal Sheet An escrow has been submitted for the property located at 3825 Pierson Ct. . The escrow is in the amount of : six thousand two hundred fifty dollars & no cents 6,250.00 ) The escrow is submitted for: >Landscaping: landscaping and retaining walls ❑ Public improvements: ❑ Other: The escrow shall be held by the City unril Apri124. 2007 A bid for the deficient work has been attached from the contractor. Notes: The landscape escrow expires on Apri124, 2007 (it is the responsibilitv of the owner/contractor to come in prior to the expiration date for approval of any extensions. c 312A 10q- Name Date City of Wheat Ridge Planning and Development Department ~ i ~IKi~ I.,ax.c/i ► • Landscaue Escro Agrele}~ient This agreement made this ZO~day of 20 DZ by and between the City of Wheat Ridge and Fo~P. S,3\ ~J rNo ~,V - (wntractor/developer/owner). Escrow in the amounf of SIY- AN-z~j i av, a two \-No~ DOLLARS (o, Z 50 is being held until all landscaping improvements aze completed at, 382~ Pk,e.,,s-~,,, co,~ In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed by Zq- 66 i t (D:] ,(date) 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 Ciry of Wheat Ridge shall first give notice in writing to tlie contractor, developer or 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 landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Plamilng and Development Director, stating that the landscape improvements h4ve not been completed or provided and that the compliance date O--7 has expired. Approved and Agreed: Business Address - Date Title Citv of Wheat Ridee, Colorado By: C~A-xS Title: Date: MAR-20-2097 09:29A FROM:K & H TURF, INC 3032880452 T0:3032352857 P.1 8631 Willow St. • Commerce City, CO 80022 •(303) 288-7674 Fax (303) 288-0452 • kandhturf.com $AGLE CUSTOM BUII.DERS 3-20-07 ATCN: JASON JOB: SALVATO, 3825 PIERSON COURT, WHEAT RIDGE, CO. FRONT YARD LANDSCAPING - TREES, ROCK, TIIHF AS NEEDED. TOTAL $3,000.00 TERMS: NET 30. THANK YOU! HIGGINS, PRES. • Sod Installation • Soil Preparation • Fine Grading • qock and Edging 0 Sprinkler Systems 0 Fences 6 Snow Plowing DEPOSIT TICKET g= CITY OF WHEAT RIDGE , eQ PUBLIC WORKS ESCROW ACCOUNT 7500 W. 29TH AVE. i$ LAKEWOOD, CO 80215-8713 3- ~3-a3-o 2i DATE e zg DEGOSITSMAYNOiBEAVAILABLEFOflIMMEDIATEWITHORAWAL : rs xa 61GH XEPE FOP CA9N PECENEO (IF REOIIIPEO) i Ci SS ,MMfP1YOE ij iN AYD WI.06WOMN ~ 'f.YBAN( WMFAiP14Ol.EOME]f 24 HOUH BANKING (903) 274-5000 4-1: 10700 1 67 24 23 L4499867ii■ ~ 1!c Cpl-II~ ~ I -+(p d--~ w~ D W =r W ~ A00 f0 fD W W O 7 N S 03 < fD Q N 7 N a m ~ d 0 ~ ~ ~ N (D n O ~ d \ V t- 0 Q a C N' N N 0 ~ ^ O ~ Z (D w On 0 (j) R~1 Ow (D G :2 m ~ N •r ~ ~ O Z ~ ~ cn "a 0 om 0 y ~ m o v ~ m ~ ~ V w~ o wCD N 7 w0 A p H ~ W n IW Q 7 N S N N V fD N 7 N n m ~ ~ \ 0 V ' ~ N ~ A n 0 ~ d L. 0 a D a a A N N Q ~ C 0 ~ Z M n w v .t_cnm W ~ N rr"- c~ 00 ~ O Z~y ~ v Z 0 (D ~j --i 0 0 ~m ~ -i N A ~ 0 , ~ w~ r os w N 7 w0 A p 10 N W f~ W O O 7 N ~ G N Q (D N 7 A 3 A a ~ CD ~ ~ o C ~ y n a ~ n . 0 C- 0 a D a a ~ N n Q 5 3 -0 ♦ I C: 0 ~ Z ~ 0 ~ n W w v r+ cn m O w(D m ~ 0 r Z NN O ~ O o m rl, - • z \ I ~ o v ~ m ~ -i a w~ (D N 7 w0 A p en , 1D (D w~ Wo ~ ~ ~ ~ < CD 6 fD N 7 SU a m 0 0 0 ~ N ~ n 7 ~ ~a \ ~Q ~ ~ N ~ L. 0 ~ n a a A N N 0 0 59 c) ~ ~ O A Z CD 0 POL ~~Tt OW (D m Z 0 r o ~ O ~ ~n -0 v ~ C Z ~ N ~"i o'v m ~ FROM :WESTRIDGE SRNITATION FRX N0. :303 424 2628 Sep. 27 2006 10:48RM P2 R9121l29R6 14:31 3032362067 PIArWTrrl PAGE 01l01 ~oA3~L35-ZSS'~ CERTMCATE QF WATER AND 3EWEIt $TRVICE A.VAILABIX.ITY 1914p2 2 1Vote to Applicatit: A bviiding pazmat will not be issued without this Certificate signed by the 1p~6 Distriet or A.gency auPPlYinB services. ThiS.rezhficata m:nires one vear jc.qm data of anaroval bv suthoriv.;ne aaent. SEWER Name ot' Distna: (,(,.~Q~~"'. '•'o Individuel Septlc Paanit (44'evver 9ervlce AvnilaOla Cnnmaterthi oi SeNCr 3ervice NM Available Wt1.I'Elt Naaud ef Aidtrioe; Cotocxdo Woll Pertmit No, Wp* SeXviCe qvailablc Water Scviw Not Awffqble Coneneats or Candidame: I herehy eertlly tLat avnllebft af setvicd is as mdicated Abow • Sigaahue o4Authariud ASeat DAta 7effueon CuunRY Haelth 7)spartmsnt (YF WSLL) Auihorized 8igantvxe Date 6Vnot Addxess Telephone E?pltlo f.*i : E"tri LuAM NA r S 303111201- ~j/OCl 7e£fezaon Cw+a$' Heslth DapmYment (II+ SHPT7G) w~ 0 W ~ N 7 W n A 0 W n 40 N L W O 7 N ~ N G (D Q (D N m v a (D ~ O 10 0 C) \ o ~ d rt C- 0 ~ C C A N N ♦ I ~i L -~S n ritL ~ 0 = 0 CD S N ~ (D n fm,IL ~O o' ~ N W N N 00 CA C" n 07 7 ~ C Z ~ v CP rn (D < ~m 0r0 (D N ~ vm < z N ~ 5.0 3m v ~ City of Wheat Ridge °F WHEAT'PO Community Development Department ~ m Fax Transmittal ~~~oRPO° TO: Jim Audiss FROM: Travis Crane, Planner IK~ ~v SUBJECT: 3825 Pierson Ct. DATE: 8 August 2006 I have included the escrow ageement form for the property located at 3825 Pierson Court. I have also included the engineer's cost estimate for your information. Per our recent phone conversation, the City will hold these monies in escrow for a period of ten (10) years for the construction of public improvements along the southem property line of the subject pazcel. If a capital improvement project is scheduled, the City will be responsible for constructing these public improvements, utilizing the escrowed monies. If a capital improvement project is not scheduled within ten yeazs, the monies will be returned. The escrow agreement form must be completed and returned along with a check in the amount detailed on the engineer's cost estimate. These items must be submitted to the Community Development Department prior to issuance of a certificate of occupancy. If you have any further questions, please feel free to contact me. I can be reached at 303.235.2849 or tcrane(ri~ci wheatrid,>e.co.us. . dryNWhut y~•_y. Dep~ dNbic Wwb Date: 7/17/2006 Eneineer's Cost Estimate Escrow Funds for Public Improvements 3825 Pierson Court (Salvato Residence) Item CosUUnit Unit 2' wide X 9" HMA (asphalt) Patching: $ 65.00 SY $ 14.44 /L.F. for a 2' wide patchback) 2.5' Type 2 Vertical Curb & Gutter: $ 1633 LF 5' detached 4" thick sidewalk: $ 42.46 SY $ 23.59 /L.F. for a 5' wide sidewalk Truncated Dome ADA Ramp Type IA: $ 1,487.00 Each Frontage length for 3825 Pierson Court = 165.00 feet Item Cost/LF LF Totals HMA Patching: $ 14.44 165.00 = $ 2,382.60 7.5' C, G, & SW $ 39.92 165.00 = $ 6,586.80 ADA Ramp: $ 1,487.00 I ramp $ 1,487.00 Total Cost tor Public Improvements = $ 11,943.40 Estimate By: David F. Brossman, Development Review Engineer 3825 Piereon Ct - PI Fstim.xla ESCROW AGREEMENT TO: City of Wheat Ridge 7500 W. 29`h Ave. Wheat Ridge, CO 80033 The sum of eleven thousand nine hundred forty three dollars and forty cents ($11,943.40) to be held in escrow with the City of Wheat Ridge for public improvements associated with the development of 3825 Pierson Court, Wheat Ridge, Colorado by Eagle Construction. The City of Wheat Ridge shall hold the monies for construction of the public improvements listed in the attachment "A". The developer (Eagle Construction) is hereby absolved of any responsibility of construction of the public improvements as listed in attachment "A". If the City does not construct the public improvements listed in attachment "A" within ten years of the date of this agreement, the monies shall be returned to the developer. ACCEPTED: Community Development Director ' City'of Wheat Ridge Property Address Developer Address Date: 7 August 2006 Phone Number Phone Number < WH r City of Wheat Ridge ~oLoRao° Res. New SFR PERMIT - 060696 PERMIT N0: 060696 ISSUED: 08/07/2006 EXPIRES: 02/07/2008 JOB ADDRESS: 3825 PIERSON CT home DESCRIPTION: 5,113 sq ft, single family CONTACTS owner gc 303/989-3100 sub 303/421-4506 sub 303/660-5440 237-7368 Mr. and Mrs. Salvato James Audiss Ben Millwood Gerald&Lindsay wa11s 06-0096 Eagle Custom Builders 01-9354 Millwood Plumbing & Heating 02-0291 Rocky Mountain Heating & Sheet 01-9853 Hause Electric sub 303/ PARCEL INFO USE: UA ZONE CODE: R-1 BLOCK/LOT#: 0/ SUBDIVISION: UA ESTIMATED PROJECT VALUATION: 467,839.50 FEE SUMMARY FEES 50.00 1 Engin. Review Fee Grade/Fill Permit it Fee 194.5 909 3 970 . , i . '-~-5- ~ 1,~0~ Perm 14 581 2 Plan Review Fee . , .00 Total Valuation 8,421.11 Use Tax 15,317.74 TOTAL Comments: Reviewed by TRC, CR & DFB See "Permit Notes" on 2nd page. Subject to field inspections. and do not violate applicable I hereby certify that the aetback diatances proposed by thie permit application are accura e, osdinancee, rulee or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measusemente ehown, and allegations made are accurate; that I have read and agree to abide by a11 conditions printed on this full reeponsibility for compliance with theP application and that I aseume to field Bnspect9onode (1.E_C) and all other applicable S~f fl ' anc~e, for work under Chis permit. Plans subject L G _ Z/7/r date ature of contractor'o er 1. Thie pexmit wae iesued in accordance with the pzovisione set forth in your application and ie subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable oxdinances of the City. 2. This pesmit shall e~cpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (H7 t e rovided no building authorized ia suspended or abandoned for a period of 190 ays. 3. If thie permit expiree, a new permit may be acquired for a fee of one-half the amount normally required, p changea have been or will be made in the original plans and specifications and any suspenaion or abandonment has no exceeded one (1) year. If changea have been or if suspension or abandonment exceeda one (1) year , fu11 fees ehall be paid for a new permit. q. No work of any manner shall be done that will change the natural flow of water cauaing a drainage prob em. 5. Contractor rwal Iding woth successive phasesaofetherjobl inspections and shall receive written app 5. The iaeuance of a peimit or the approval of drawings and specifications shall not be construed to be a permit or, nor the provieions of the building codes or any other ordinance, law, rule or regulation. an approval o eny vi]ect Co f' inepections. All plaj~A date of C ief Building Offical BUILDING PERMIT For inspection this permi# must be posted on the si#e and visible from the stree#. TERMS AND CONDITIONS As applicant for a building permii in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1) The completion of al! required landscaping and. related site improvements. Inspections are perfortned by the Planning and Zoning Division. 2) The completion of site drainage/greding requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential. and nonresidential projects with an approved final drainage report and pian, a letter of certification is required from the civil engineer of record. Inspections are performed by the Public Works Department. 3) The completion and acceptance by the City oi Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Appiication form and finaf inspections. inspections are performed by the Building Division. All the above items must be compieted and approved by Plaoning and Zoning, Building and Pubiic Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not perm+tted Until the Certificate of Occupancy is issued. (Uniform Suilding Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the property which may be affecied by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. f have received a copy of the application for Certificate of Occupancy. City of Wheat Ridge Page 1 08/09/06 14:56:59 KShutto bp9014e PERMIT INFORM1V+TTON - 060696 PEftMIT INPOAMATION: Perniit#: 060696 Permit Cd: Aes. New SFR Peimit Dt: 08/09/2006 Sspixes: 02/03/2009 ypNp pARCEL INFORMATION: Zone Cd: Residential SFR Funct Use: Unassigned Subdivieion: Unaseigned Cont Type: Unassigned Legal: Addrese: 3025 PIERSON CT Parcel Cd: ➢0330 OWNER: Mr. and Mrs. Sa1va[o Addreas: City/SC/Zip: DO: 0 Last Zone D[: Annex Dt: LoC Block No: 0 JOB DESCRIPTION: 5,113 aq f[, aingle family home FHBS Hngin. Review Fee Grade/Fill Permit PeYrtii[ FeE Plan Review Fee Total Valuation Ue¢ T. QTy OUE 00 150. 00 00 199. 50 469,839. 50 3,990. 99 40,839. 50 2,581 .14 469,839. 50 . 40 467.839 .50 8,421 .11 15,31'1.'14 eaxn: 00 00 00 00 00 00 0.00 i of Wheat Ridge PRESCRIPTIVE ENERGY CODE BOILERS ! FURNACES A MINIMUM OF 90% AFUE GAS WATER HEATERS A MINIMUM OF.60 ENERGY FACTOR ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FACTI SETBACK THERMOSTAT REQUIRED (EXCEPT HYDRONIC HEA R•21 WALLS . R-S8 CEILINGS • R-19 CRAWLSPACES fom the nanujaciui¢r snair' bc ~~r,site for fnal roof impectda» which specify roofing marertats have bean instaUtd to maet 110 MPH throo-rQca►d w1"d g"'lt"-1BC plelSQ NOtlI ()p,W / ppntmctor Iy responsible for locazing property IIM Wd constructing improvements according to the O"mwed plen and required development standards. 'fhe Ciry is not rcsponsible for inaccurate information pgenitted within the plan sot and any wnstcuction erro» rauldng from inaccurate information. CONTACTS: ovmer Mr, and Mis. Salvato gc CL1 Eag1e Cuetom Builders James Audise Suite D-226 Lakewood, CO 80229 3039893100 eub CLB Millwood Plumbing fi Heating Hen Mill wood 6612 Fig 5[ree< Arvada, CO 80004 3034214506 aub CL9 Rocky Mountain Heaeing & Sheet Gerald&Linds Wille O3032399360 Sedalia, CO 80135 3036605440 eub CLA Hause Electric 611 Cody Stzeet Lakewood, CO PEAMIT NOTES: 08/09/06 CREATED PROM APPLp 06-0080 OB/02/O6 OK -TAC eee attached sheeG which decails the requirements of obtaininq a certificate of occupancy. ROOf mue[ comply [0 110 mph 3 aecond wind gust. 90i fuenaces minimum etavdards.SUbjec 09/18/06 cioot- ok with vo[es oh plana. Eield inapection. Gave plana back to Kristy. 09/19/06 'falked to Keith Morgan - need aize of houae in equare feec. He will ca11 back with a figure943.40 for cusb, gutter, 09/17/06 DFB: Prior [o iseuance of C/O. 1) Require PW eecrow for improvements in the amount of $11, sidewalk, and assoc. asphal[ patching in lieu of constructio 0]/1]/06 DFB (COn[): 2) Drainage Certification Le[ter from Engineer- of-Record, Mr. Andrew J. Marver P.E. s[ating site gradi drainage functions shall be required prior to C/O'Chad, and Dave B. 09/14/06 gave copies of plans and pe¢mit applicatiov to Travis, ~ . ~M &DAWb' dwelll19s. Ihe flrat twanq'-11w qf-o f~~ ~ m fhs tslaqnr dss of conpWt na+eriorslmUOWacedilh ~~IId U\O•~1~ S~qioe - 2b502 (D.1, a Jc b) `om jryed Met psr tevenry (70) feet (or P°rd" dpwn ofslrcef frontogr /o be placed ivithin the jrorN ptbock pr(or to taunnce ojn eertificafe ojoccuM"W b, )Vo lar than nveory-f ve Percenr (l5•/.) of rhe Brou kt arw yd no lnr,r than om hundred parcent (J00KO q~~jK fnont ymd alwlt bs (anduapped. ~ the Plannine Denarlm•nt fnr nermllt~ pLW -41- C) ~--%0 J ~ ~ L 4 J V / J IV J ~ ~ 1 1 r~ \ ~ ~ ~ J ~ . v ~ J . ` f_ p ( 4 x ~ ~ ~ ~ oF w"E^T,~ Building Permit Number: ~ o City of Wheat Ridge ~ m Community Development Department Date: °OCORAO~ ~ A.}~.6~CALE A.k~v.RC TWO'.C~A.k6`1ILY 94 .MUA.[i.[/INlB PERtC.L.S l ~PPLIf.A T4.ON Property Owner: ,M M jfFL IXfY7d Property Address: 38a5 r(E7?50'✓ CbUA!7 Phone: Contractor License No.: Company: A,~4LC5- c,vs7alm 6;//Lptz.5 rnone: 303 7'i- "r 3/00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do nol vioiate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliancewilhtheWheatRidgeBuildi gCodep.B.C)andalloiherapplicableWheat Ridge Ordinances, for work under t~~rmit. Plans subject to field inspectio n. (OW NER)(CON7RACTOR): N Use of Space (description): Description of work: Cli~y Sq. Ft. added ~~~~v ,•ny S'(, t_`. COMMENTS: Approval~Dv" ~ Zoning: F- ~ V COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Set >k~ckrtj Mrt■'+ to'n, reqQNrc+w44s Value:$ Permit Fee:$ Plan Review Fee:$ se Tan: Total:$ USE ONLY SIC: Sq.Ft.: a,lei i3 Apf e5 4et~K .~Ve obt~;~:a > C.O. Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing Licen No: ~ Mec paniyal License N TN Company: Fj~L E2C<' Company: /~e t~5~~~✓ Com an :,C~ocKV ~ Expiration ~ Expiration Date: Expiration Date: A roval: val: A roval: ~ e provisions setforth in your apptication and is subjecrio the laws of the State of Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of (1) T II ~Z) orized is not commenced within sixty (60) days from issue date or (B) the building r a period of 180 days. ~3~ I~acquired for a fee of one-half the amount normally required, provided no changes lans and specifications and any suspension or abandonment has not exceeded one nsionorabandonmentexceedsone(1)year,fullfeesshallbepaidforanewpermit. (4) No work oat will change the natural flow of water causing a drainage problem. (5) Contractor shali notify t e ector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (5) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, ru le or regulation. All plan review is subject to field inspections. Chief Building Official City of Wheat Ridge Transmittal Sheet Date: 13 March 2006 The following items are being returned for the building permit submittal for the property located at 3825 Pierson Court. Co ies Descri tion Notes 1 Full sized lan sets dated 6 Jul 06 1 Buildin ermit a lication 1 Re uirements of C.O. The building permit application: ~ Has been approved ❑ Has been approved with conditions/redlines ❑ Has not been approved - please resubmit the following: City of Wheat Ridge Community Deveiopment Department 7500 W. 291' Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www ci wheatridqe.co.us Residential Worksheet (SF/Duplex) Submittal requirements: Copy of Deed 1-1 Site Plan (to scale) Elevations El Address: 3825 Zoning: Use: FES_ Property in the flood plain? fiW Lot Size: Z(p t (p4-3 _ sq. ft. Lot Width: ('4'2' ~ Maximum Lot Coverage: ZS % sq. ft. Proposed Improvements: d,d,~ q ft 7 ~ ~K'S Existing Improvement(s): House: sq. ft. House: . 9• • Addition to House: sq. ft. Shed: sq. ft. ~ *Shed: sq. ft. Detached Garage: s9• • Detached Garage: sq. ft. Other: sq. ft. ft t~D ,J Fx5 ~s ,Yyqt Proposed Lot `~over ge `'(Total (4 • % . Total: sq. 44-a . '~Y Sq ft. S Required Setbacks: FR 3o S 30 ►S S ~ S R N" S 391 S~V5 R s3 'S Provided Setbacks: FR Maximum Height: 3S ~ . Masimum Size: S4• ft. Proposed Height: ~3` Proposed Size: sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 2S to any property line, except when used as joint access for two or more lots. In residential zone dishicts, cucb cuts shall be at least 10 fee[ and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, pcovided tha[ the stceet accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f not allowed. Landscaoine Notes For one-and two-family dwellings, one tree for every 70 feet of sheet frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Sheet trees piovided: Q~~► ~ e (0 oF WHEqr ~ ~ Po City of Wheat Ridge Building Permit Number: ~ m Community Development Department Date: ~~qW s~G~.~~.~ T~°~-;~A.~,~L Y Q~'~ C~ T7'0N PropertyOwner: M ^9 3 ,S'f}LUIfTd Property Address: 3 &aS ~10250N C eU,27 Phone: Contractor License No.: Company: CUS'TO/"l 6U1Lp.haZ,5 Phone: `JJ0.3 `I?Y' 3100 +.~.1 ~ OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept Va/uafion Figure: I hereby certify that the selback distances proposed by this permit application are accurate, and do not violate applicable ordinances, ruies or regulations of lhe City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibiliry for compliancewiththeWheatRidgeBuildi gCode(I.B.C)andallotherapplica6leWheat RidgeOrdinances,forworkundertrmit. lanssubjecttofie~inspectioi. (OW NER)(CONTRACTOR): Use of Space (description):_ Description of work: ~4uj Sq. Ft. sdded 7 Fi \lvilv .f15 5 F f(, S,p li t-Z-. COMMENTS: ApprovaC Zoning: ~ G COMMENTS: Approval: IORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Value:$ Permit Fee:$ Plan Review Fee:$ Se T3X: TOt21:$ DEPAR~T~" ~ ~s)x " 1~ Stories: Ree Company: Pff'RVV Expiration Date: ~t This permit was. issued in accordance JT Colo[ade andio the Zoning Regulations ~ ions set forth in your_appli'cation an Codes dWhe2£F2idae, Colorado ~ Units: QQ) echanical Lice C~pany: ,C>oc E~ iration Date: d is subjecfitothe laws of the State of_ or any other applicable otdirlances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) if this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension orabandonment has not exceeded one (1)yeac Ifchangeshavebeenorifsuspensionorabandonmentexceedsone('I)year,fullfeesshallbepaidforanewpermit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. is subject to field inspections. cense No: ~ (5)Contrador shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval ot drawings and specifcafions shall not be construed to be a permit f.or, nor an approval of, anyviolation ofthe provisions ofthe building codes or any other ordinance, law, ruie orregulation. All plan review pL v~o3 1,'M )ate. ~ 3 J j Campany: Expiration Chief Building J 1} i U J i~ ?V j .J ~ J ~ l3 ~ 1 n ~ ~ 9 ~ J t ~ (F Z ~ l v y ~ ~ ~ v ~ ~J -r ~ 7M ~ a y ~ ~ .il oF WHEAl ti P n ~ m ~~CORP~O City of Wheat Ridge Building Permit Number: Community Development Department Date. A]INGLE AE 4"D .4 EF O-FAMIL Y ,4;L U".Ck VC,F PERM~~~~PLI4A TION ' Property Owner: Property Address: Contractor License No.: Company: 3 gas' ~jOn/ C dU~7 L~G,LC: CUS7ori 6tl11_A17Z3 Phone: Phone: `JJO 3?V-Q+ 3160 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT Buildinq Dept Valuation Figure: $ I hereby certify that the setback distahces proposed by this permit application are accurate, and do not violate applicable ordinances, rules or reguialions of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appiication and that I assume full responsibility for compliancewith the Wheat Ridge Buildi g Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work under tt~i~d{~rmiL Plans subject to field inspection. (0 W NER)(CONTR4CTOR): Use of Space (description): Description of work: ~,,i $ f k Sq. Ft. edded 6, 1i "~~~W •t~5 SPGi t-C.-COMMENTS . . Approval: Zoning: Value:$ Permit Fee:$ Plan Review Fee:$ se Taac: Total:$ BUILDING DEPARTMENT USE ONLY COMMENTS . Approval: (ORKS COMMENTSt oK -7//-7/66 wrrzF s77P041nous,u-n`4csfED. 5~ ~~41~ ~"(~7~ S Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Residential Units: ur-da9 Electrical License No: Plumbing Lice se No: ~6b6Mechanical License No: / Company: t54L &_LEL Campany: i✓ 47Lv--t~ Company: ZoeKY 1~1'rN Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permitwas issued in accordance with the provisions setforth In your application and is subjectto ihe laws ofthe State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shali expire if (A) the work authorized is not commenced within sixty (60) days trom issue date or (B) the building authorized is suspended or abandoned for a period of'I80 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonment has not exceeded one (1)yeac Ifchangeshavebeenorifsuspensionorabandonmentexceedsone('I)year,fullfeesshallbepaidforanewpettnit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector twenty-four (24) hours in advance tor aii inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation ofthe provisions ofthe buiiding codes or anyother ordinance, Iaw, rule orregulation. All plan review is subject to field inspections. Chief Building . n/l;j/r_VVi ♦•I:Jac-rr e". .n... G~HGE FF.E: 5.00 D[1C.FEE: i.3.43 SYT~:CIAL WARRANTY DEED FiFCOR➢CD IN .1'kFFEk5014 CdUNTYs COLOFRDIJ ~ ~ Y~ ~ ~ ~ ~ l'1115 UL'f1) is niade this 31st.day of~July , 2001, bccwnon B.H.II, a Colo~ado L ;azncral 1'artrursliip of dzc addrsss of 3845 Pierson Court, whoac Ridgc, Culorudu, _:owity oF7ellrayun, aiid State oP l'.ulpiado, rmnlv[, nlu1 Aobert P. Salvata :md Artielia P; Salvato, wlwse legal wddmss is 3945 F'iersan Coun, Wleac Itidge, (:aloradk). 80033, aCflic lluunly ofJ'<+(Ce[snu eud 9tafc oCColorudn, Cit~anfu;x. Wl1'N&SSL'lli, That the Granlor, for and in coiuideraaon of Uie sum ni One 1lundreA ThiiTy-Four 7'housnnd'1 wo Hmidred YiFry 1)ullal's 34,ZSq.OU), d'ic it[eipt and eiilTtcicncy vP wludi is hacby ncknowlcdVd, ltias grazVcd, barg+iincd, sold aucl eonvryed, and bY lbese presrnt docs grant, bargain, sell, convcy, and confirtq unto die Grantecs, tluir hztrs, saccessois and assigns Curevtr, ui ,jount tciwncy wi41i iigl'n of sucvivin'ship nnt in (enancY 'vi tonvnon, all of ihe [eal peope[ty, rogelher willi improvemzuts, if any, siluate, lyiu}; and Fciu~ irk QlL City of Wheel I`.idgc anJ Gnu4y oClcfYctsoq Staft of C,n10rsdo, dcsct!Ucd ao fo11oW'S: Lats onc (l) pncl IwU ApnlawooJ Vilingc Lstmes, Socond Piling, First Anu:ndnicnt, Cowity of ]effersoq Staze of ColoroAo. alsoknnwnbysrrectandnuinimras: 3345I'iecsonCow1,WlmatRiclgu,Coluiedo,80033, and VaCant land. T'UGF;1'HEk widi ail and singulu tlie lurcdiwuwnts and appmieuaacts lhorztv bolongung, or intmywise appenaiuDig, and dic raversion vu1 teverslrnu, ramnutAr.r eud ceiriainders, renu, irsucs and profiLs lhercof; mid all ilic estate, right, titic, 1[IYCYL`5[, CL'llfll Hll(I dkirinnd whauaever oCOre Grunlor, eidiec in Inw oc equity, of, in, and to the above barganicd pmmi.es, Wi[ls tlie l7eiedilamonlS and appuu{tnanu:t; 1'O HAVk; AND'[U HCILD Qie said prcmises abuw-burgtnned tind descriUed with tLa appmttnances mtto thc Ginnt:es, Iluir Ucuslsucce~nurs apil as~igns f(Iirvcr. Thc Gnntor for irstlf anfl succcssors or assigiu, docs covrnant and agrce thut it sinill imd will WAlti'LANT AND C'UllIiVfiR DEEEINL) the abuve-barLaineJ pteixuses ui die quiet and peaczable pnssession of tlic Giamees, iu s11cecse0i's and a; si~,n6, aCainst all and every pcrson ui p~zsons claunirig tlhe whple oi' any pm1 dieeeot; by, du'ough oi under flm Gcnntoi. 1N Wl"CNC;SS WI1liROf, 8u Gianmr Eus cucuted tkus docd un tlLe Sate set forib above. ~ L V5 A COt,01tN]0 GL•NFRAT. YAItTNr'RSHIP G`~,--`' - - RoLr,it P, Si1vaW, Managnig, Grneial Paihiar STATF". OC COLORADO ) ) ss'. Cnt.IDl"IY OF 71iPPt>RSON ) k8aY n2001, by Rnbcrt P. Salvatu, es dra '17iu fokrgoing iasuumeirt was aclmowledged Uefore vus ihisS Mim;igiug Gepm nl Paitiier a f I1j-1.1;., x CulurudJ 6oucea! Pazb~c[sh~p. Wilnem my liand nnd oFficial seal. . My C,n ' ' ' n Lxpiscs: ~[n~, ~~~QC! ~ PkW P&~` _NounrnsL ~'f • C1 KAp~l A~ Ronsld Flunagun, PLti ~~INACRUM f Caloradn Eiu!ineering B Survcying, lnc. . 3470 South Slunuan Stteet,112 J~ ~0~ ~ Gnglc'NCUd, CO 30110 Or COI.~ Nnme~.Aameuuheiwn. ~ay s.~yQ~neJ:..~~d:c~ary~wq~1:3l.~GC:,CR.Y) Nn. 16.IiCv.1-94, SI'I'('IAI. WAIiftANIY bFEf.l ' AfWT.I~tY:4l ti n Pl R~ v^ T-: lt lerold Geeonu, P.C. SStl Sonth WcdswortU liouievard Suile 301 7500 West29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 The City of yVheat Ridge 31 July 2006 Keith Morgan Eagle Custom Builders RE: 3825 Pierson Court Deaz Mr. Morgan: I have completed my initial review of the building permit for a single-family structure located at the property at 382%5 Pierson Court, and I have the following comments: 1. Please include a measure of the footprint of the new structure (in squaze feet). The building plans detail a measure of overall square footage for the house, but not for the footprint. This figure will be used to calculate the lot coverage, which in the R-1 zone district is 25% of the ]ot azea. Please make the above-listed conection and resubmit the plans. If you have any questions, please feel free to contact me. I can be reached at 303.235.2849 or tcrane(ceci wheatridye.co.us. Sincerely, T vis R. Crane Planner II Keith Morgan Eagle Custom Builders OF WHEAT City of Wheat Ridge Community Development Department ~ m Memorandum Tp; Building Contractors FROM: Planning Division SUBJECT: Items to be completed/New Single- or Two-Family Structures DATE: 13 Apri12005 Listed below are a few items to consider while finalizing conshuction of a single-or two-family structure. Before a certificate of occupancy can be issued for a new single-family or rivo-family structure, the following items must be complied with 1. If a driveway is proposed, the first 25 feet of drive surface azea must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, which may require paving within the right-of-way. If paving occurs within the right-of-way, a right-of-way permit is required from the Public Works Department. 2. One street tree must be installed for every 70 feet of street frontage. If the structure is a comer lot with frontage on two streets, each frontage is subject to this provision. These street trees must be at least 2 inch caliper specimens. 3. One hundred percent of the front yazd must be landscaped, excluding driveways and sidewalks. The &ont yard is defined as the first 30 feet from the front property line adjacent to the street. 4. At least 25 percent of the entire lot must be landscaped. The front yard landscaping may be counted when calculating this figure. 5. No more than 50 percent of the landscaped area may be comprised of turf. Low water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 6. No more than 35 percent of the landscaped azea may be non-living material, such as rock or bark. Living materials planted within rock or bark beds may be excluded from the non- living calculations. 7. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted for the estimated cost of landscaping installation and quantities. The escrow shall be in the form of 125% of the value of the required landscaped area. g. It is possible that the Public Works Department may require either construction of curb, gutter and/or sidewalk or that an escrow be submitted for the full amount of these public improvements. It would be beneficial to contact the Public Works Department to discuss the potential for public improvements. 9. Any fence, outbuilding, shed or detached garage will require a separate building permit. If you have any questions regarding these or any other requirements, please contact the Planning Division at 303.235.2846, or go online at www.ci.wheatridge.co.us (COINLIDATED mutual water June 30, 2006 Eagle Custom Builders Keith Morgan 3333 South Wadsworth Boulevard Suite 228 Lakewood, Colorado 80227 Fax Number: (303) 988-3109 Re: 3825 Pierson Court, Lot 2- App/ewood ViIlage Esfates 2nd Filing, 1' " Amendment Dear Mr. Morgan: Please be advised that the above referenced property is in an area served by The Consolidated Mutual Water Company by virtue of a Distributor's Contract with Denver Water. Domestic water service may be provided to this property subject to compliance with the Company's rules, regulations and requirements for such service as well as the water tap allocation policies as established by Denver Water. The Company's rules, regulations, and requirements state that each separate structure be served by a separate tap and meter, and in order to receive domestic water service, the property must also front a Company main. Fire protection requirements should be obtained from Wheat Ridge Fire Protection District and those requirements forwarded to this office by the Fire District at the earliest possible time. We can then determine if additional system improvements would be required to meet the demands set forth by the Fire District. If you shouid have any questions or comments regarding this correspondence, please contact this office. Sincerely, ae . Q en Executive Vice President cc: Doug Saba, Wheat Ridge Fire Protection District Walter Welton, CMWCo President Mike Glade, CMWCo Vice President, Operations and Engineering Greg Stroeder, CMWCo Water Distribution Manager John Allen, CMWCo Project Engineer Neal Santangelo, CMWCo Project Engineer THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue • P.O. Box 150068 • Lakewood, Colorado 80215 Telephone (303)238-0451 • Fa~c (303)237-5560 ~ CTLITHOMPSON SOILS AND FOUNDATION INVESTIGATION SINGLE-FAMILY RESIDENCE APPLEWOOD VILLAGE ESTATES FILWG NO. 2, LOT 2 3825 PIERSON COURT WHEAT RIDGE, COLORADO Prepared For: HOWE CUSTOM HOMES, INC. 5310 Ward Road Suite 203 Arvada, Colorado 80002 qttention: Mr. Bob Howe Project No. DN41,384-120 January 14, 2006 1971 West 12th Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 ~ Y TABLE OFCONTENTS SCOPE ...........................................................................................................................1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS .........................................................................................................2 PROPOSED CONSTRUCTION .......................................................................................2 INVESTIGATION 2 SUBSURFACE CONDITIONS .........................................................................................3 Natural Sand 3 Bedrock 3 Ground Water .....................................................................................................4 EXCAVATION 4 EXPANSIVE SOIL RISK ..................................................................................................5 F O U N DATION 5 Drilled Piers Bottomed in Bedrock ....................................................................6 Helical Piers 7 SLAB PERFORMANCE RISK .........................................................................................8 FLOOR SYSTEMS AND SLABS-ON-GRADE 8 Basement Floor Systems and Slabs-On-Grade 8 Structurally Supported Floors ...........................................................................9 Porches, Decks and Patios 10 Garage Slabs and Exterior Flatwork 11 BELOW-GRADE WALLS 11 SUBSURFACE DRAINS 12 SURFACE DRAINAGE 13 CONCRETE ..................................................................................................................14 LIMITATIONS 15 FIG. 1- LOCATIONS OF EXPLORATORY BORINGS FIG. 2- SUMMARY LOGS OF EXPLORATORY BORINGS FIGS. 3 THROUGH 6- FONDATION WALL DRAIN DETAILS TABLE I- SUMMARY OF LABORATORY TEST RESULTS ~w HOWE CUSTOM HOMES APPLEWOOD VILLAGE ESTATES, FLING NO. 2, LOT 2 CTL I T PROJECT NO. DN41,384-120 5:1PR0.1EGTSIDN41384.00M17012. Reports1R71DN413B4-120.R7.tl0c T`7 ir SCOPE This report presents results of our Soils and Foundation Investigation for the proposed single-family residence to be constructed at Applewood Village Estates, Filing No. 2, Lot 2(3825 Pierson Court) in Wheat Ridge, Colorado (Fig. 1). The purpose of our investigation was to evaluate the subsurface conditions in order to provide foundation recommendations forthe proposed residence. The scope was described in ourproposal (No. DN 06-0011) dated January 9, 2006. This report was prepared from data developed during field exploration, laboretory testing, engineering analysis, and experience with similar conditions. It includes our opinions and recommendations for design criteria and construction details for foundations and floor systems, slabs-on-grade, lateral earth loads, and drainage precautions. The report was prepared for use by Howe Custom Homes, Inc. in design and construction of a single-family residence at the referenced address. Other types of construction may require revision of this report and the recommended design criteria. A summary of conclusions follows. Detailed design criteria are presented within the report. SUMMARY OF CONCLUSIONS 1. Soils found in our borings consisted of 25 to 27 feet of silty to clayey sand underlain by claystone bedrock. The sand is judged to be predominately non-expansive. Expansive bedrock was encountered below the sand at depths not likely to significantly affect foundation and/or slab performance. 2. Ground water was measured at depths of about 8.5 and 9 feet below the existing ground surface. We recommend basement excavation be limited to at least 3 feet, and preferably 5 feet, above measured ground water levels. Current ground water levels will affect construction of this residence. 3. We recommend the residence be constructed on drilled piers bottomed in bedrock or helical piers. Design and construction criteria for drilled pier and helical pier foundations are presented in the report. HaV✓E CUS70M HOMES ~ APPLEWOOD NLLAGE ESTATES, FLING NO: 2, l0T 2 . CTL I T PROJECTNO. DN41,384-720 8:1PR0.1ECT3\DN41384.0OO12O12. Raports\R'IWN17384-720-R7.tlo. ~ 4, We judge the risk of poor slab performance to be low at this site. Structurally supported floors should be used in all non-basementfinished living areas. 5. Surface drainage should be designed, constructed and maintained to provide rapid removal of runoff away from the proposed residence. Conservative irrigation practices should be followed to avoid excessive wetting. SITE CONDITIONS The proposed residence will be located at Applewood Vllage Estates, Filing No. 2, Lot 2(3825 Pierson Court) in Wheat Ridge, Colorado (Fig. 1). Overall, the site is located within a developed residential area. Existing houses borderthe property to the north and west. West 38th Avenue is the south border, with Pierson Court to the east. A pond is located northwest of the site. Large mature trees are present adjacent to the west property line. The lot is relatively flat and is covered with grass. PROPOSED CONSTRUCTION We understand the proposed residence will be a two-story structure constructed over a full basement with attached garage area. Construction is anticipated to inciude reinforced concrete foundation wails supporting a wood-framed superstructure. Foundation loads are expected to vary between 1,000 and 3,000 pounds perlineal foot of foundation wall. The residence should be set as high as possible on the lot and foundation excavations shouid be limited to 5 feet below the existing ground surFace, because of the measured depth to ground water. Final grading and landscaping may result in slightly greater depth of backfill. INVESTIGATION The field investigation included drilling two exploratory borings within the proposed building footprint at the approximate locations shown on Fig. 1. The borings were advanced to depths of 25 and 35 feet using 4-inch diameter, continuous flight auger and a truck-mounted drill rig. Ourfield representative observed drilling, logged the soils 2 HOWE CUSTOM HOMES . APPLEWOOD VILLAGE ESTATES, FLING N0.2, LOT 2. . CTL I T PROJECT NO. DN41,384-120 51PR0.1ECT51ONI1389.000112U12. ReportslRl WlH13B1-120-R1.doc . . ~ and bedrock found in the borings, and obtained samples. Summary logs of the borings, field penetration resistance tests, and a portion of the laboratory data are presented in Fig. 2. Soil samples obtained during drilling were returned to our laboratory and visually examined.-Laboratory testing-was-then assigned and included moisture content, dry density, sieve analysis, Atterberg limits, unconfined compressive strength, and water- soluble sulfate tests. Results of laboratory tests are summarized in Table I. SUBSURFACE CONDITIONS Subsoils found in our borings consisted of 25 to 27 feet of silty to clayey sand underlain by claystone bedrock to the maximum explored depth of 35feet. The pertinent engineering characteristics of the subsoils and bedrock encountered are described in the following paragrephs. Natural Sand About 25 to 27 feet of silty to clayey sand was encountered from the ground surface. The sand was very loose to medium dense based on the results of field penetration resistance tests. Two clayey sand samples obtained from a depth of 9 feet exhibited unconfined compressive strengths of 300 and 400 psf. Three sand samples contained between 22 and 29 percent silt and clay-sized particles (passing No. 200 sieve) with one sample having a liquid limit of 25 percent and a plasticity index of 8 percent. We judge the sand to be predominately non-expansive. Bedrock Claystone bedrock was encountered beneath the sand in boring TH-1 at a depth of 27 feet below the existing ground surFace. The bedrock was medium hard based on field penetration resistance tests. We judge the bedrock to be at depths not likely to influence foundation or slab-on-grade pertormance. HOWE CUSTOM HOMES . 3 APPLEWOOD NLU+GE ESTATES, FLING N0.2, LOT 2 CTL I T PROJECT NO. DN41,384-120 SMROJECT51UN11384.0OO121112. RePart511111DN473B6-120it7.0oc ~ Ground Water Ground water was encountered during drilling at depths of 5 and 11 feet below the existing ground surFace. When the test holes were checked several days later, ground water was measured at depths of 8.5 and 9 feet. We recommend basement excavation be limited to at least 3 feet, and preferably 5 feet, above measured ground waterlevels. Ground waterwill affect construction of this residence. Ground water may fluctuate seasonally and rise after construction in response to landscaping irrigation. EXCAVATION The soils penetrated by our exploratory borings can generally be excavated with heavy-duty excavation equipment. The general contrector should become familiar with applicable local, state, and federel safety regulations, including the current Occupational Safety and Health Administration (OSHA) Excavation and Trench Safety Standards. The contractor's "competent person" should review excavation conditions and referto OSHA criteria whenever personnel exposure is anticipated. We judge the sand soils will classify as Type C materials based on OSHA standards. Type C soil requires a maximum slope inclination of 1.5:1 (horizontal to vertical) for temporary excavations in dry conditions. Stockpiles, vehicles and equipment should not be placed within a horizontal distance of the top of the excavation slopes equal to one-half the overall slope height. Excavations may extend near ground water levels. This could result in soft or unstable conditions for the base of the excavation. If necessary, the base of the excavation may be stabilized by crowding crushed, 7 to 4 inch angular rock into the base of the excavation until a firm surtace is achieved. We estimate about 18 inches of rock will be required to stabilize the excavation. The foundation excavation should not extend greater than 5 feet below the existing ground surface. HOWE CUSTOM HOMES 4 APPLEWOOD VILLAGE ESTATES, FLING NO. 2, LOT 2 . CTL I T PROJECT NO. DN41,864-120 5:1PRDJECTS0N413BC.000112012. Report51R11DN91384-120.R1.EOC _"F EXPANSIVE SOIL RISK Non-expansive sand is present at depths likely to influence foundation and slab perFormance. Expansive claystone bedrock is present at depths not likely to influence foundations or slabs-on-grade. Settlement, not swell, is more likely to affect the _stwcture's overall pertormance. The risksassociated with_movement of soil can be mitigated by careful design, construction, and maintenance procedures. We believe the recommendations in this report will help to control risk of foundation and/or slab damage; they will not eliminate that risk. The builderand homebuyers should understand that slabs-on-grade may be affected by movement of soil. Homeowner maintenance will be required to control risk. We recommend the builder provide a booklet to the homebuyers that describes swelling soils and includes recommendations for care and maintenance of homes constructed on expansive soils. Colorado Geological Survey Special Publication 43' was designed to provide this information. FOUNDATION Our investigation indicates non-expansive, very loose sand is present at depths likely to influence foundation perFormance. In our opinion, behavior of the near-surface sand soil under additional load may result in excessive total and differential settlement of shallow foundations such as spread footings. Based on the subsoils encountered, we .recommend the residence be constructed on a deep foundation that transfers the structural loads to the underlying bedrock, such as drilled piers bottomed in the claystone or helical piers. We anticipate about 20 to 25 feet of temporary casing will be required for proper installation of the drilled piers. The helical piers can be installed without the use of temporary casing. Ofthetwo deep foundation alternatives, we anticipate the helical pier option will be easierto install. The ultimate capacity of the helical piers can be estimated based on the installation torque. "'A Guitle to Swelling Soils Tor Colorado Homebuyers and Homeowners," D.C. Noe, C.L. Jochim, W.P. Rogers, Colorado Geological Survey, Department of Natural Resources, Denver, Colorado, 1997. HOWEGUS70M HOMES - S APPLEWOOD VILLAGE ESTATES, FLING N0.2, LOT 2 . CTL I T PROJEC7 NO. DN41,364-120 SAPRQIEGTSON47381.00UN20IZ. RepoRSVt1XDN47381-12Wt7.tloe 1 7 Design and construction criteria for drilled piers bottomed in bedrock and helical piers are provided below. These criteria were developed from analysis of field and laboratory data and our experience. The builder and structural engineer should also consider design and construction details established by the structural warrantor(if any) that may impose additional foundation design and installation requirements. Drilled Piers Bottomed in Bedrock 1. Piers should be designed for a maximum allowable end pressure of 20,000 psf and an allowable skin friction of 2,000 psf for the portion of pier in bedrock. Skin friction should be neglected for the overburden soils. 2. Piers should be designed for a minimum deadload pressure of 10,000 psf based on pier cross-sectional area. If this deadload cannot be achieved through the weight of the structure, the pier length and bedrock penetration should be increased beyond the minimum values specified in the next paragraph. The bedrock should be assigned a skin friction value of 2,000 psf for uplift resistance. 3. Piers should penetrate at least 6 feet into the relatively unweathered bedrock. Comparatively long piers of up to about 27 feet are anticipated in basement areas and 30 feet in upper level areas to achieve the minimum bedrock penetration. It is possible longer piers will be required due to variations in the depth to bedrock across the lot. The pier length should not exceed about 30 times the pier diameter. 4. There should be a 4-inch void beneath all grade beams and foundation walls, between piers, to allow water to flow to the foundation drain. 5. Piers should be reinforced theirfull length with at least two No. 6(19 mm), Grade 60 (420 MPa) reinforcing bars (ortheir equivalent) to resisttension in the event of swelling. Reinforcement should extend into grade beams and foundation walls. 6. Foundation walls and grade beams should be well reinforced. The reinforcement should be designed by the structural engineer. Lateral earth pressures and the effects of large openings within basement walls should be considered. 7. Piers should be carefully cleaned priorto placement of concrete. Concrete should be ready on-site and placed in the pier holes immediately afterthe holes are drilled, cleaned and observed by our representative to avoid collecting water and possible contamination of open pier holes. Ground water will be encountered during pier installation. Temporary casing, tremie equipment, and/or pumping will be necessary for proper cleaning, HOWE CUSTOM HOMES s APPLEWOOD VILLAGE ESTATES, FLING NO. 2, LOT 2 CTL I T PROJECT NO. DN41,464-020 . 5:1PR0.1ECT51DN47384.00M74014. Reports1R11DN41381-120-R1.tloe 11111 dewatering, and concrete placement. Concrete should not be placed by free fall if there is more than 3 inches of water at the bottom of the hole. 8. Concrete placed in pier holes should have sufficient slump to fill the pier hole and not adhere to the reinforcement steel or the sides of the casing during extraction. We recommend a slump in the range of 5 to 7 inches. 9. Formation of mushrooms or enlargements at the top of piers should be avoided during pier drilling and subsequent construction operations. 70. Installation of drilled piers should be observed by a representative of our firm to identify the proper bearing strata. Helical Piers 1. The ultimate capacity of the helical piers should be calculated based on the installation torque times an empirical factor of 10 (ft-1). We recommend calculation of the installation torque using a factor of safety of at least 2 when converting ultimate values to pier capacity. For example, to achieve a capacity of 20 kips, a minimum torque of 4,000 ft- Ibs should be attained. Multiple helices may be used to achieve the required capacity. 2. The helical pier should be screwed or advanced to at least 20 feet below the existing ground surface in basement areas. Upper level piers should bottom at the same level as basement piers. The pier should be installed as close to vertical as possible. 3. We recommend contacting the manufacturer or the manufacturer's representative concerning corrosion protection of the steel. Manufacture's recommendations should be followed to prevent corrosion of the steeL 4. Twisting of the shaft can occur during the installation process. We recommend the structural engineer evaluate the effect twisting the shaft has on the capacity of the helical pier. 5. There should be a 4-inch void beneath all grade beams and foundation walls, between piers, to allow water to access the foundation drain. 6. The connections between the piers and grade beams should be designed to resist lateral earth pressure againstthe grade beams. The connections should be designed by the structural engineer. 7. Foundation walls and grade beams should be well reinforced. The reinforcement should be designed by the structural engineer. Lateral earth pressures and the effects of large openings within basement walls should be considered. HOWE CUSTOM HOMES 7 APPLEWOOD VILLAGE ESTATES, FLING NO. 2, LOT 2 . . CTL I T PROJECT NO. DN41,986-120 SMR0.1ECT51ON41384.0001120k2. Reports\R11UNG1384-720-R7.0. ~ 8. Installation of helical piers should be observed by a representative of our firm to confirm depth and installation torque of the helical piers. SLAB PERFORMANCE RISK Laboratory test results, subsoil pro£les, and our experience with residence construction and performance were used to provide an evaluation of basement slab performance risk. Slab performance risk evaluation is an engineering judgment used as an indicator of the general magnitude of potential slab-on-grade heave and the risk of poor slab-on-grade pertormance. We judge the risk of poorslab performance to be low for this site. FLOOR SYSTEMS AND SLABS-ON-GRADE Basement Floor Svstems and Slabs-On-Grade A full basement is planned. Our experience indicates performance of slab-on- grade floors in unfinished basements has generally been satisfactory on low risk sites. Slab movement up to about 1-inch (or less) may occur at this site. If the basement is to be finished, we typically recommend a structurally supported floor system be considered to reduce risk of movement-induced distress to finishes. Ground water levels limit the depth of excavation to 5 feet below the existing ground surFace, which may not make a structural floor feasible. We understand a slab-on-grade is preferred. To help minimize damage caused by soil movement, we recommend a floorthickness of at least 5 inches. Bi-axial reinforcement should be considered in the floor to create a more rigid slab and help control crack propagation. Design of basement finishes must consider the potential for floor movement. The homebuyer must be advised the floor slab in the basement may move and crack due to soil movement and that there may be maintenance costs associated during and afterthe builder warranty period. Provided the homeowner accepts the risk of slab movement, we recommend the following precautions for slab-on-grede construction. HOWE CUSTOM HOMES APPLEWOOD VILLAGE ESTATES, FLING NO: 2, LOT 2 CTL I 7 PROJECT NO. DN41,384-720 59PftOJECT510N41986.U0U12012. Reparts1R11DH413BC-126A1lEOc 8 ~ T Garege and exterior slabs should be placed directly on the exposed subsoils. 2. A gravel layer is recommended under the basement slab because of the presence of ground water within about 5 feet of the estimated basement floor elevation. 3. Conventional slabs should be separated from exterior walis and interior bearing members with a slip joint that allows free vertical movement of the slabs. These joints must be maintained by the homeowner to avoid transfer of movement. 4. Underslab plumbing should be thoroughly pressure tested during construction for leaks. Gas and water lines leading to slab-supported appliances should be constructed with flexibility. The homeowner must maintain these connections. 5. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint (or float) allowing at least 2 inches of free vertical slab movement should be used. Doorways should also be designed to allow vertical movement of slabs. To limit damage in the event of movement, sheetrock should not extend to the floor. The homeowner should monitor partition voids and other connections, and re-establish the voids, should they close to less than'/z-inch. 6. Plumbing and utilities that pass through slabs should be isolated from the slabs. Heating and air conditioning systems supported by slabs should be provided with flexible connections capable of at least 2 inches of vertical movement so that slab movement is not transmitted to the ductwork. These connections must be maintained by the homeowner. Frequent control joints should be provided in conventional slabs-0n-grade to reduce problems associated with shrinkage cracking and curling. Panels that are approximately square generally perForm better than rectangular areas. We advocate an additional joint about 3 feet awayfrom and parallel to foundation walls. Structurallv Supported Floors In our opinion, structurally supported floors should be used in all non-basement, finished living areas. The structural floor is supported by the foundation system. There are design and construction issues associated with structural floors, such as ventilation and lateral loads, that must be considered. The required air space under the floor depends on the materials used to construct the floor and the expansion potential of the underlying soils. Building codes require a clear space of 18 inches above exposed earth HOWE CUSTOM HOMES APPLEWOOD VILLAGE ESTATES, FLING NO. 2, LOT 2 CTL I T PROJEC7 NO. DN41,384-720 S:IPftQIELT51DN47384.00M72017. ReportslRl\DN4138C-720-111,COe ~ ir if untreated wood floor components are used. Where other floor support materials are used, a minimum clear space of 6 inches should be maintained. This minimum clear space should be maintained between any point on the underside of the floor system (including beams and floor drain traps) and the surFace of the exposed earth. _ Where structucally.supported floors are used, utility connections, including water, gas, air duct, and exhaust stack connections to floor-supported appliances, should be capable of absorbing some deflection of the floor. Plumbing that passes through the floor should ideaily be hung from the underside of the structural floor and not laid on the bottom of the excavation. This configuration may not be achievable for some parts of the installation. It is prudent to maintain the minimum clearspace below plumbing lines. If trenching below the lines is necessary, we recommend sloping these trenches so they discharge to the foundation drain. Controi of humidity in crawl spaces is important for indoor air quality and performance of wood floor systems. Our scope forthis project did not include providing recommendations to control humidity. Nevertheless, since we are involved in thistype of work we feel we should comment. We believe the best current practices to control humidity involve the use of a vapor retarder (10 mil minimum), placed on the exposed soils below accessible sub-floor areas. The vapor retardershould be sealed atjoints and attached to concrete foundation elements. If desired, we can provide designs for ventilation systems that can be installed in association with a vapor retarder, to improve control of humidity in crawl space areas. The Moisture Management Task Force of Metro Denvee has compiled additional discussion and recommendations regarding current best practices for the control of humidity in crewl spaces. Porches. Decks and Patios Porches or decks with overhanging roofs, or that are otherwise integral with the residence such that excessive foundation movement cannot be tolerated, should be constructed with the same foundation type as the house. Simple decks that are not 2"GUidelines for Design and Construdion of New Homes with 8elow-Grode Under-Floor Spaces", Moisture Managrment Task Force, October 70, 2003. . HOWECUSTOM HOMES APPLEWOOD VILLAGE ESTATES, FLING NO, 2, LOT 2 CTL I T PROJECT NO. DN41,389-120 S:IPR0.1ECT5101,141384.00014012. RepoRtVi11DN41989420-R1.tlac 10 ~ IF integral with the residence can be constructed with short piers or concrete pads bottomed at least 3 feet below grade. Use of 8 to 10-foot piers can reduce potential movement. Pads or short piers should not be underlain by wall backfill due to risk of settlement. The inner edge of the deck may be constructed on haunches or steel angles bolted to the foundation walls and detailed such that movement of the deck foundation will not cause distress to the residence. We suggest use of adjustable bracket-type connections or other details between foundations and deck posts so the posts can be trimmed or adjusted if movement occurs. Porches, patio slabs and other exterior flatwork should be isolated from the structure. Porch slabs can be constructed to reduce the likelihood that settlement or heave will affect the siabs. One approach (for smaller porches located over basement backfi'll zones) is to place loose backfill under structurally supported slabs. This fill will more likely settle than swell, and can thus allow some heave of the underlying soils. A lower risk approach would be to construct the porch slab over void-forming materials. Garaqe Slabs and Exterior Flatwork Garage slabs, driveways, and sidewalks are normally constructed as slabs-on- grade. Our investigation indicates the near-surface sand is generally non-expansive. All slabs move to some extent. Various properties of the soils and the environmental conditions influence magnitude of movement and other perFormance characteristics of slabs. Changes in the moisture content ofthe sand soil may cause movement that could result in crecking of the exterior flatwork. BELOW-GRADE WALLS Basement and/or foundation walls and grade beams that extend below grade should be designed for lateral earth pressures where backf'ill is not present to about the same exfent on both sides of the wall. Many factors affect the value of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backf-ill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at-rest" ryOWE GUSTOM HOMES APPLEWOOD VILLAGE ESTATES, FLING N0. 2, LOT 2 - - CTL I T PROJECT NO, DN41,384-120 S:Nft0.1ECT51DNC1384.000112012.ReportsW11DN413B6-720Rt.tloc ~ ~w lateral earth pressure should be used in design. Forwalls that can deflectorrotate 0.5to 1 percent of the wall. height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Ourexperience indicates basementwalls can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall perFormance. Thus, the earth pressure on the walls will likely be between the "active"_and "at-resY" conditions. If on-site soils are used as backfill and the backfill is not saturated, we recommend design of basement walls at this site using an equivalent fluid density of at least 50 pcf. This value assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, higher design density may be appropriate. The structural engineer should also considersite-specific grade restrictions and the effects of large openings on the behavior of the walls. SUBSURFACE DRAINS Water from the irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of less permeable soils occurring at the bottom of basement orfoundation excavations. This process can cause wet or moist basement conditions after construction. To reduce the likelihood water pressure will develop outside foundation walls and the risk of accumulation ofwaterat basement level, we recommend provision of a foundation drein. The provision of a drain will not eliminate slab movement or prevent moist conditions in crawl spaces. The drain should be installed around the entire perimeter of the basement and any other habitable, below-grade areas and should consist of a 4-inch diameter, open joint or slotted pipe encased in free-draining gravel. The drain should Iead to a positive gravity outlet, such as a sump where water can be removed by pumping. Typical foundation drain details are presented on Figs. 3 through 6. Our experience indicates moist conditions can develop in non-basement crawl space areas resulting in isolated instances of damp soils, musty smells and, in rare cases, ponded water. Crawl space areas, if included in the proposed residence, should be well ventilated, depending on the use of a vapor retarder on the exposed soils and the HOWE CUSTOM HOMES APPLEWOOD VILLAGE ESTATES, FLING N0. 2, LOT 2 CTL I T PROJECT NO. DN41,384-120 51PR0.IECTS0N473B4.0OM12012. ReportslRl W N113B6-120-R7.tloc 72 ~ ~ floor material selected. Some builders instail drein systems around non-basement crawl space areas as a precaution; we regard these installations as optional. Drains can be added after construction if unusually moist conditions develop. SURFACE DRAINAGE PerFormance of foundations and flatwork is influenced by moisture conditions within the near-surface soils. Surface drainage should be designed to provide rapid runoff of water away from the residence. Good surFace drainage and irrigation practices can help control the amount of surFace water that infiltrates soils, and thus help to control potential foundation and slab movement. Positive drainage and avoidance of irrigation near foundations also help avoid excessive wetting and settlement of backfill soils. We recommend the following precautions. The homeowner should maintain positive surface drainage and install an irrigation system that substantiaily conforms to these recommendations. 1. Wetting or drying of the open foundation excavation should be avoided. 2. The ground surface surrounding the exterior of the residence and garage should be sloped to drain away from the building in all directions. We recommend a minimum constructed slope of at least 12 inches in the first 10 feet (10 percent) in landscaped areas around the structure, where practical. Patios and otherflatwork should be sloped to prevent ponding. We do not view the recommendation to provide a 10 percent slope away from the foundation as an absolute. It is desirable to create this slope where practical, because we know that backfill will likely settle to some degree. By starting with sufficient slope, positive drainage can be maintained for most settlement conditions. There are many situations around a residence where a 10 percent slope cannot be achieved practically, such as around patios, at inside foundation corners, and between a house and nearby sidewalk. In these areas, we believe it is desirable to establish as much slope as practical and to avoid irrigation. We believe it is acceptable to use a slope on the order of 5 percent perpendicular to the foundation in these limited areas. 3. Swales used to convey water across yards and between houses should be sloped so that water moves quickly and does not pond. We advocate a minimum slope of about 2.5 percent in grassed areas and about 2 percent where landscaping rock or other materials are present. If slopes less than HOWECUSTOM HOMES - APPLEWOOD VILLAGE ESTATES; PLING N0.2, LOT 2 CTL I 7 PROJECT NO. O1441,386-720 5:1PR0.1ECT51DN47384.0U0N2012. Repor1s1R1%DN61 3 84-1 20R1.tlac 13 IF ~ ~T 2 percent are necessary, concrete-lined channeis or plastic pipe should be used. 4. Backfili around grade beams and foundation walls shouid be moistened and compacted. 5. Roof downspouts and drains should discharge well beyond the limits of all backfili. Splash blocks and/or extensions should be provided at all downspouts so that water discharges onto the ground beyond the backftll. We generally recommend against routing downspout discharge underground. Where it is necessary to route downspouts underground, solid pipe should be used and it should slope to an open gravity outlet. The homeowner must maintain all downspout extensions, splash blocks and outlets. 6. The importance of proper homeowner irrigation practices cannot be over- emphasized. Irrigation should be limited to the minimum amount sufFcient to maintain vegetation. Application of more water will increase likelihood of slab and foundation movements. Landscaping should be carefully designed and maintained to minimize irrigation. Plants placed close to grade beams and foundation walls should be limited to those with low moisture requirements. Irrigated grass should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of foundations. Plastic sheeting should not be placed beneath landscaped areas adjacent to foundation walls or grade beams. Geotextile fabric will inhibit weed growth yet still allow natural evaporation to occur. CONCRETE Concrete in contact with soifs can be subject to sulfate attack. We measured a water-soluble sulfate concentration of 0.012 percent in one sample from this site. Sulfate concentrations less than 0.1 percent indicate Class 0 exposure to sulfate attack for concrete in contact with the subsoils, according to the American Concrete Institute (ACI). For this level of sulfate concentration, ACI indicates any type of cement can be used for concrete in contact with the subsoils. In our experience, superficial damage may occur to the exposed surtaces of highly permeable concrete, even though sulfate levels are relatively low. To control this risk and to resist freeze-thaw deterioration, the water-to- cementitious material ratio should not exceed 0.50 for concrete in contact with soils that are likely to stay moist due to surface drainage or high watertables. Concrete should be air entrained. HOWE CUSTOM HOMES 14 APPLEWOOD VILLAGE ESTATES, PLING NO.2, LOT 2 . . CTL I T PROJEC7 NO. DN61,366-020 S:IPR0.1ECT51DN413BCPODM20@.Reports1R11DN41984420-R1.tloc ' e.,."_. . . LIMITATIONS Two borings were drilled on the referenced lot to obtain a reasonably accurate picture of foundation soil conditions. Variation in the subsoil conditions not indicated by our borings is possible. A representative of ourfirm should observe the excavation and observe the foundation installation. Placement and density of fill should be observed and tested by a representative of our firm during construction. We believe this investigation was conducted with that level of skill and care ordinarily used by geotechnical engineers practicing in this area at this time. No warranty, express or,implied, is made. If we can be of further service in discussing the contents of this report or in the analysis of the influence of subsoil conditions on design of the structure, please call. CTL I THOMPSON, INC. Matthe J. Zeeck Staff Engineer p RE ~pa...... G/ST O: E. F~j.•..(~` Reviewed by: ly:Pm c•a 6 c): ~ haw i z u9 ALENG . Project Richard A. Phillips, P.E. Principal MJZ:SF:RAPfjbj/bg (5 copies sent) HOWE CUSTOM HOMES 15 APPLEWOOD VILLAGE ESTATES, FLING N0.2, LOT 2 , . CTL I T PROJECT NO. DN41,384-120 ` ' S:IPR0.IECTSION41384.00U172012. RePortslRilD1441380-120-Ri.tlx . . ~ ~ : , ; LL~ ~ io SCALE: 7'= 40' LEGEND: w. 3em aL ~ U W. 36 z 0 ~ g SITE__ ~ W. 32ND AVE VICINITY MAP r,or TO scaE TH-1 INDICATES APPROXIMATE • LOCATION OF EXPLORATORY BORING r----------------- ~ ~ LOT 2 i I ~ I , TH I i ~ ~ BUI~LD~NG D I I ~ FOOTPRINT - - ; ~ I I I - I TH-2 1 L-- -~--J ~ ~ ~ ~ ~ HON/E CUSTOM HOMES APPLEVJOOD VILLAOE ESTATES, FlLJNG N0.2, LOTY ProJect No. DN41,384-120 1-- ~ ~ O Z O cn a~ w 0- Locations of Exploratory Borings Flg. 11111 ~ a Y 1 W. 38TH AVENUE r_ TH-1 TH-2 p 0 5 =ootz7~-7 Tw°c°~zzs 5 S = 2/12 Z'12 0 ' WC=18.6 WC=25.6 10 DD=107 • DD=100 4 UC=300 UC=400 4/12 5/12 5 WC=2o.o ' 15 • DD=108 LL=25 P1=8 . -200=29 20 ~ w x a w 0 14/12 wC=1e.o 25 DD='116 -200=26 ~w LEGEND: SAND,SILTY TO CLAYEY, VERY LOOSE TO MEDIUM DENSE, MOISTTO WET, BROWN, RUST (SC). ~ BEDROCK, CLAYSTONE, MEDIUM HARD, MOIST, BROWN, GRAY, OLIVE. ~ DRIVE SAMPLE. THE SYMBOL 2/12 INDICATES 2 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER 12 INCHES. 4 WATER LEVEL MEASURED AT TIME OF DRILLING. S WATER LEVEL MEASURED SEVERAL DAYS AFfER DRILLING. NOTES: 1. THE BORINGS WERE DRILLED ON DECEMBER 28, 2005 USING 41NCH DIAMETER, CONTINUOUS-FLIGHT AUGER AND A TRUCK-MOUNTED DRILL RIG. r- w LL 2. WC - INDICATES MOISTURE CONTENT = DD - INDICATES DRY DENSITY (pc~. a LL - INDICATES LIQUID LIMIT p pl - INDICATES PLASTICITY INDEX -200 - INDICATES PASSING NO. 200 SIEVE UC - INDICATES UNCONFINED COMPRESSIVE STRENGTH (psf). SS - INDICATES WATER-SOLUBLE SULFATE CONCENTRATION 3. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS . REPORL 30 35 40 1 45 HOWE CUSTOM HOMES pppLEVJOOD VILLAGE ESTATES, L0T2 PROJEGT NO. DN41,384-120 Summary Logs of 45 Exploratory _ Borings FIG. 2 i_ T SLOPE PER REPORT k. BACKFILL--, x ~ ~ a ~ ~ ~ 0 ~ BELOW-GRADE WALL 4-INCH DIAMEfER PERFORATED DRAIN PIPE. ~ THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF AT LEAST 1/8-INCH DROP PER FOOT OF DRAIN. ENCASE PIPE IN 1/2" TO 3/4" WASHED GRAVEL. EXTEND GRAVEL LATERALLY TO VOID AND TO BOTTOM OF SLAB-ON-GRADE FLOOR. NOTE: THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 12 INCHES BELOW BOTTOM OF VOID AT THE HIGHEST HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVIiY OUTLEf OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. HOWE CUSTOM HOMES AppLEWppD VILLA6E ESTATES. FlL1N6 N0.2. LQT2 ProJect No. DN41,384-120 interior Foundation Wall Drain Flg. 3 T BELOW-GRADE WALL ATTACH PVC SHEEiING TO FOUNDATION WALL VOID COVER ENTIRE WIDTH OF . ~SLIP JOINT GRAVEL WITH NON-WOVEN GEOTEXTILE FABRIC (MIRAFl 140N OR EQUIVALENT). ROOFING FELT IS AN S~p,g-ON-GR4DE ~ ACCEPTABLE ALTERNATIVE. - ~ i. 6" MIN. 8 . ~ F::::~''f.C: DRILLED OR HELICAL PIER 4-INCH DIAMETER PERFORATED DRAIN PIPE. ° THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF AT LEAST 118-INCH DROP PER FOOT OF DRAIN. ENCASE PIPE IN 1/2" TO 3/4" WASHED GRAVEL. m EXTEND GRAVEL TO TOP OF VOID AND TO BOTfOM, p OF SLAB-ON-GRADE FLOOR. NOTE: ~ THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 6 WCHES BELOW BOTTOM OF VOID AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY ; OUTLEf OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. z Exterior HoVVE OUSTOM HoMES Foundation pppLEWpOp V111AOE FbTATE6, RUNG NO.2. LJCrr 2 Wa11 Drain Project No. DN41,384'120 F~9 . 4 " MIN. f 4 11111 SLOPE ~ r- BELOW-GRADE WALL ~ CRAWL SPACE OR ~ VOID ~ SEE NOTE 2 7 VOID ' • 12^ stiore m owvw ::i;f :';C::::::::: : R MIN. DRILLED OR HEIICAL PIER 7 ~ ~ ~ a . ~ 0 ~ 4-INCH DIAMETER PERFORATED DRAIN PIPE. ~ THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF AT LEAST 1/8-INCH DROP PER FOOT OF DRAIN. ENCASE PIPE IN 1/2" TO 3/4" WASHED GRAVEL. - FILL ENTIRE TRENCH WITH GRAVEL. EXTEND GRAVEL LATERALLY TO VOID AND AT LEAST 1/2 HEIGHT OF VOID. NOTES: 1.) THE BOTiOM OF THE DRAIN SHOULD BE AT LEAST 12 INCHES BELOW B07TOM OF VOID AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLEf OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2.) TO HELP CONTROL THE HUMIDIIY IN THE CRAWL SPACE, A MINIMUM 10-MIL POLYETHYLENE VAPOR RETARDER MAY BE PLACED OVER THE CRAWL SPACE SOILS, AT THE BUILDER'S OPTION. THE REfARDER SHOULD BE ATTACHED TO CONCREfE FOUNDATION ELEMENTS AND EXTEND UP FOUNDATION WALLS AT LEAST 8 INCHES ABOVE TOP OF VOID. OVERLAP JOINTS 3 FEEf AND SEAL. HOWE CUSTOM HOMES AppLtWOOD NLLAOE ESTA7E6, FlLINO NO. 44 LOT 2 ProJect No. DN41,384-120 Interior Foundation Wall Drain Fig. 5 SLOPE BELOW-GRADE WALL ` BACKFILL--) ATTACH PVC SHEETING TO FOUNDATION WALL SLOPE PER OSHA ~ ~ ~ 3 \ = 4 m COVER ENTIRE WIDTH OF GRAVEL WITH NON-WOVEN GEOTEXTILE FABRIC (MIRAFI 140N OR EQUIVALENT). ROOFlNG FELT IS AN ACCEPTABLE ALTERNATIVE. 1 6" MIN STRUCTURAL FLOOR ~ CRAWL SPACE OR ~ VOID SEE NOTE 2 VOID ~ DRILLED OR HELICAL PIER 4-INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE PL4CED IN A TRENCH WITH A SLOPE OF AT LEAST 1/8-INCH DROP PER FOOT OF DRAIN. ENCASE PIPE IN 1/2" TO 3/4" WASHED GRAVEL. FILI ENTIRE TRENCH WITH GRAVEL. EXTEND GR4VEL LATERALLY TO VOID AND AT LEAST 1/2 HEIGHT OF VOID. NOTES 1.) THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 6 INCHES BELOW BOTiOM OF VOID AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLEf OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2.) TO HELP CONTROL THE HUMIDIlY IN THE CRAWL SPACE. A MINIMUM 10-MIL POLYEfHYLENE VAPOR REfARDER MAY BE PLACED OVER THE CRAWL SPACE SOILS, AT THE BUILDER'S OPTION. THE REfARDER SHOULD BE ATTACHED TO CONCRETE FOUNDATION ELEMENTS AND EXTEND UP FOUNDATION WALLS AT LEAST 8 INCHES ABOVE TOP OF VOID. OVERLAP JOINTS 3 FEET AND SEAL. HOWE CUSTOM HOMES qPPLEVJOOD VILLACiE ESTA7M FlLJNO NO. 2. LAT 2 Pro)ect No. DN41,384-120 Exterior Foundatfon Wall Drain T Fi9. 6 ~ W J m Q r I-' J 7 y W 0.' F y W F ~ 0 lL 0 m ¢ J LL 0 ~ ~ a ~ ~ ~ N ~ w a F ~ U U U U U w w w Y 'w w ¢ } ¢ > ¢ > ¢ } ¢ J U J U J U J (1) J U .J U d O 0 d O O Z Z Z Z Z Z Q Q Q Q Q Q C7 U) N W o ~ N N N a cn F J r Z N ~ J ~ O ~ O coU w ° w?x Z ~ co y Z [h R O ~ 7 } cn r ~ J Zo ¢ I w I I W ~ ~ e N ¢ J T N V ~ O O ~ O ~ p W 0 wr ~ ~w o a 'i co ~ o ~o co o co Z o o N ~ N ~ O W ~ Z N 0 H H m ~ 0 w ¢ a N F- 0 O Z C`J 2 J LL W N N y W a W W ¢I E ~ 0 Q Q = J Z ~ > 0 ,00 rn 02 D Or U 3 U w w w J ~ oa0 x¢a AUG-04-2006 FRI 02;01 PM P•001 APPLICAT.TONFOR IWNOR GRADING/FILZ PEIM7r OR ,A,PPLTCAN7CSNAriTE: 1'if6G f- 4-v5/25'~ //av i a pTq~s ArPJCxCnNrIs ADnxEsa: 323 s` .s c.~.f✓s ww~~f 6~G 1/0 Z~eWl✓, Go a, ziv) - annREss oFML: 3 B 2tna o- r-- c j, AA'['E QF APPLXCATT4N: rLll patmlts shell ba spplied for chrough the Public Works Departmeqf. ,An approved perm8 is effective for a period of one (1) yesr ftpm date •of issue end may be rcneved, All feas s)xa11 be in, acoo,rdance witit thosa ibes entablighed by the Uniform Building Codc or othar applicable City adoptmd h'qsoludoas ax OxdinayCea, , Note: AUpubhc ir„prnvemna, wAon canstrucaad, shan be Nrainudnsd (by tke rmpacdve LrrNvldual(sJ anryor enmpany reaponslble for fhe aenrtrucrPote of tha[ pub!'ic anrUor privare improvenrem ix the respecNve developmerce) an a rlatty basrs; At' aa nBe!leJ, aucN lhqf Jhey are free of mHd and oiKer cnn9bnc[ioa debrir trackh►g j+'om tNa site. Farlrrre ta cornply with rhla r¢gxirement wrl'[ re,ruJt in the enforcemem ojArticfe 23; Spedfled NulsanCUr Seetlon I5-I6 (4) ojehe GYIy of N+heat Aidge Code ofLaws MTIVOR. G[ZAbXNG', E7CCAVATION. ANb ML PERMYTS ~ 1_ 1-90 Cubic Xards: No yenwit iy xnquired for dumping or axoevatton of eaxth matarials, which do not axcoed 50 cubio yurds, pravided, however, dzat any fill depoaltsd ia on natural teirnin of lass ttan rbree (3) horizoatal to ane (1) vertical elope, or sucb fill is less tLan three (3) feet in depth and is nat intended to support peimaneas b`tritcture9, and in addition, such fill ar excavatioa dods not ob&truct or atherwise advezsely aifect uny dzeinageway. Shonld any of tha abeve sta¢dards be exceoded, or a drainago way be afFectad, a parmit • shall be required undar the gitidtluzet for No. 2. 2, 51-500 Oubie Yarde: Dumping ox oxcavariaa of eerth matarials not efceeeding 500 ppbic yarda may ba allowad w1tls s permit approvad by the Clty Haginaer. All appIicaaons are to.be submitted on the appiopriate eo[nylekd application farm Knd shall he accompanied hy thc aPpropriate fee and sketch plan indicatiag the following infarmatinn before tlte permit will be issued. A. Gacutlon and dimensions of all prtrpexty boimdaries and structures un the site. H. Location and extent of areas co be SIIed and/or excavatad. C. LOOadon of euisting and proposed dsaiAageways, imgatiou &tches, etc., and indication ofhow and whert historic ma offwill be maiAtaiqed on and thmugh the sim. ' D. ('-ross-seckian aresa to be Slled and(ar excaVatnd indicating origiual slope, new slope and depth of 811. E. Ststement that indioates tha proposod usa or pupose fvr said flll or ercoavadon. p. Reladve elevdtion of adjaceeatt gropertiea. G. Erosivn control plau ehowiug plaaemqnt of cantrol dev3cCa ouch as hey bales, etc, E0/T6 3Jtld @NSNNH'ld 158L9ELE6E LL:9l 906Z(E0/89 AUG-04-2006 FRI 02:08 PM P. 002 3. 541-30,000 Cubic Yarde: Dparations in which earth material ~"ill or oxr.avatlon excoade 500 cubic yrrcls, but dnea nat oxcebd 10,000 cubic yards, may be allowed by a paxnit iSSUed 6y the City Laginoor after xeview of an zppligatinn aud suppoztizig iu£armetion. T'be follawing informadon shell be yubmftted with tLe required apFIiCaYiC'u{oim: eltod14 L/J "r/ /ol,sGi'H /T 044P"S A, A sitt plan, prcpared and eignedby a Colarado regSstnred profegsional engineer, at a scala afno lm thau 1 inoh to twenty feet (1:20) whicL ilkudtratr,g t'hs £ollbwing: B. Location en8 dimOASfons of all property ba'undaries and stntctures on the site. ' C. i,aeation and extent of areas to be filled axicUor cx,cavated. A. Locuuon of ex.aacing waterviays and diainaga cousava zmdicadbg nuy chenges. (far fL Site ootttnsning an esteblished irrigation &teh, a 1ettGt of appravat fram tbe appropriate ditch cawpany shall be required), S. Location ofexistimg and proposadpoinw of ingcess. F. Location and extent o£ ariating vegetation, prdposed changes in such vegefatiam aad methods of rehabilitation on site vegetation after earthwork operations aze complete, 0. Erosioncontrolplan. R, Caaging p7an w'ub eciecing (dashad liues) end pxrrpoaed (eolid Sines) groued oontours with oontour 9ntecyals pf2 faet aIRd 6pOt b1EVazions• ' I. qt lZast cwo ct'oes sectiane (east to west and north to soutL) thi»ugh the si2e siiowing depth of fill and/or excavadon. , 7, ,q, drpinaga raport maq ba required if site runoff chazacteristics are ohanged. TC Relative elevaaons of ac}jacvut propcrHes and shuctm'GS• L, 5cszament o£pwpose of intanded fill audlor excavarion. q, pp.X('ormance Standards: Tha £0110'r'iftB Provlslons shall apply to ell Minor Gcad3ng, Eccavation and Fill Permirs: A. V.eltwbiktation: WiPhin thirty (30) d8y9 aftea cesealion of filling and/ar axCe.vaticm, rehabilitaYivn for tha sita shall Lava been completed in accozdancc with the approved plans. Rehabilitation sha11 eonsist of 1,eveling, gading, landacaping or amy coinbi.natzon tbarao£ W zninimiza PQtential Qrasion and bG aocegtabl~, m the C'ttiY Enginee[. B, De1ui6; Tjdbrls anNor cOmteavnanls sLa1l nOt be uaed except with the approval of the City Engineer. "ppr the putpost o£dtis Section, the term debris shall have the same meaning as the terms "garbagc, hash orjunk" as de'Etlned in the'GUheat Ridge Code of Laws, Section 15=4." In no case shall debris or con'taminsfos identifiad or cl`seified ss kazsu'dona waete Uy loeal, 3tae or fadaral agencies ta usad as fill iza sn.Y fiA asaas within tlso GYty of Whoat Ridgz. • C. Lxeavali0a encVr fi11 axees shall be gaded to faeilitate weed cvntrol until final grade3 ara set and site nehabilitation and use occus (uiust he leve]ed with side slopes not to excecd 3 to 1). i n~vtioe jwoanuawrnpsarrearewmrsoc- c-auc~n~nr.~vwz E0IZ0 39t1d DNIh1Jtl-ld 458Z5EZE6E LL:91 990S/E0/80 AUG-04-2006 FRI 02:08 PM 5, YermAt F086* 50 oubiC yatds or less $23.50 51 to 100 cubiC yaids $37.00 101to 1000 cuhicyards far the flydt 100 sy $37A0. plua fbr eaoh aBdidonal 100 cy ar fractlonthereof cy X $17.50/100oy 1001 ro 10,000 cubic yards kbr Wa 1-t5t&L' IL ve. ru-sc iooo o,eio yares a194s0 19 N•s o pius, fo: wh Waaiaanii rooo oy ' ox.fkncian thoroof ey. X$14.SO/1K cy TOTAL S 1114 • S0 P. 003 *WheasR{dge Cade ofLawa Seedon 5-76. qu pqrutits, ehell be appHed fbr prlor t0 $ll deposition or excavafian ope:ations bcgin. Piny permit apglied for BftaY Cutliug px fi11'tng oparations on site are. in. pxogress shall bC subjact ta a double fee and other penalties es prescrlbed by'GVLeat Ridge Code of I.aws, Secdon 26-1004. Any fil1 requested under this permit within the 100 yeas floog zone PIlTTST COMPX.1' W]TH WEEAT RIDGE CODE 0IF LAWS, SECTION 26-801, FLaOD pLATN ZONING ORDINANCB, 1$ERE9X ACKNOWLEDGE TSAT THIS API'LrCAMN YS COWCT AND L7NDMSTr#Nll Tf7AT I [;AP(1VOT BTART Tl711B PT20J'F.Ct' VNTTT. 7H1'S APPT,TCA'CION TS APpYtdW)Db. I 6HAT,L C01KPL'Ji WITH TIM LA'4V8 dV THE 6TATE OF COLORADO AND WI'PH T$E ZONYNG RECrULATIONS i1ND BUM:DYNG COT1S OF Tffi CTT'Y OP WHEAT RTDGE. AN]' VIOLATION OF TFIE ASOVE TLfiMS WII.L CAUS%' M=Iq'l']E REYOCATION OF TSiS PEMT AND CoMMMNCEMENT p1F &NFORCEMNT kROCEffiYNINCxS BX' TH'E qITY OF '1'VHEAT 7[lCApZ. TBTS AYP90V]Eb PERMIT VVII.L &E 1MYf yIV MY Y086B',5SI0N OR P$RSv1ANEri1'TLY ON TH1E Jp8 SI'M'E. • pPPLIC T; Ap ' aut's ignatuze CityEnguteex OWn 's-Si tw'e {if differant tLan abo~e) App:ov 1]7~~ite-_ 05~nYPS&PNkMnsM6.rGndnwkM4ramlcaea 3 Acv7103 ~:vowXS %Lk'1~ ' 66/60 39bd 9NINNGId 158Z9ELE0E LZ;SS 900dlE0180 ~H DEPARTMENT OF PUBLIC WORKS ~ m SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW °otoanoo Date: -7/1 7&6 Location: 382.5 PI'h:y ~0') GT' ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to conswct a 5^ 7 to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage: a. Proposed Grading/Drainage Letter & Plan required: _Yes ✓No b. L.ot drainage/grading to be reviewed by Building Division: JC c. Site drainage/grading plan has been reviewed and is: _OK _ Not OK; refer to stipulations. 2. ✓ Public Improvements to be completed: a. street paving/patching: _4ZYes _ No b. curb & gutter. ~'Yes _ No c. sidewalk: _L/Yes _ No If not, the amount of escrow taken: $ 11 9'R - 4VO Items escrow is taken for: Gp GScJ ? H.w4 Has Escrow Agreement been exuuted: _ Yes ✓No 3. ✓ State Highway Access Permit needed: _ Yes ✓No 4. Dces a11 existing roadway/alley R.O.W the standards of the City: y~ Yes _ No If not, what is requested: If R.O.W. is required, has the deed been received: _ Yes _ No 5. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Pernvt Application, subject to the above and/or attached stipulations. ! 7/0 1(2 Signarure David F. Brossman, P.L.S. Date 6. ^.,/Yf NOT APPROVED: The Pablic Works Department has reviewed the submitted materia] and dces not approve this Pertnit Application for the reason(s) stated: Signarure David F. Brossman, P.L.S. Date 7, ✓ Stipulations attached: ✓Yes _ No g, v"~ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.OJ q ✓ ppTE; pny damage to the existing Public Improvements as a result of this conswction is to be repaired ro meet City standazds by the Pertnit Applicant prior to the issuance of the Certificate of Occupancy. Oty of Wh~ Mdge oepn~t w a,nk www MEMORANDUM TO: Chad Root, Chief Building Official FROM: Dave Brossman, Development Review Engineer DATE: Monday, July 17, 2006 SUBJECT: 3825 Pierson Court SFR Building Permit Application I have reviewed and approved the Building Permit Application for the Salvato single family residence located at 3825 Pierson Court. There are a couple of outstanding issues that the applicant will need to be made aware of prior to the issuance of the Certificate of Occupancy: As the 38~h Avenue corridor design has not yet been completed by Public Works, an escrow of funds in the amount of $11,943.40 is to be taken for the curb, gutter, sidewalk, and associated asphalt patching in lieu of construction for these items. (Please see attached itemized Engineer's Estimate). 2. A Drainage Cer[ification Letter from the Engineer-of-Record, Mr. Andrew J. Marner, P.E. stating the site grading and drainage functions shall be required prior to C.O. as well. To ChadR - 3825 Pierson Ct- SFR (7-19-06) (1-31-06).doc \ .....,`,~~~'I . aqau'iW waw DeqMart d R~Mc Wab Da[e: 7/17/2006 En¢ineer's Cost Estimate Escrow Funds for Public Improvements 3825 Pierson Court (Salvato Residence) Item CosUUnit Unit 2' wide X 9" HMA (asphalt) Patching: $ 65.00 SY $ 14.44 /L.F. for a 2' wide parohback) 2.5' Type 2 Vertical Curb & Gutter: $ 1633 LF 5' detached 4" thick sidewalk: $ 42.46 SY $ 23.59 /L.F. for a 5' wide sidewalk Truncated Dome ADA Ramp Type IA: $ 1,487.00 Each Frontage leng[h for 3825 Pierson Court = 165.00 feet Item Cost/LF LF Totals HMA Patching: $ 14.44 165.00 = $ 2,382.60 7.5' C, G, & SW $ 39.92 165.00 = $ 6,586.80 ADA Ramp: $ 1,487.00 1 ramp $ 1,487.00 Total Cost t'or Public Improvements = $ t1,943.40 l Estimate By: David F. Brossmaq Development Review Engineer 3825 Pierson C[ - PI Estim.xls DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: FlvR ~ Applicant: ~~6nLE CW ~/17 ~uu /CYL~.Q,S Phone # Location of Construction: 3232.15 / 1 GZS6-Q CouA,i Purpose of Construction: 57=P Single Family Commercial Building Permit Value: DEVELOPMENT REVIEW FEES Development Review Processing Fee: (For documern processing) $100.00 Multi-Family $ IDO•ap Single Family Residence Review Fee: $50.00 $ (For review of applicable tecluucal documents) CommerciaUMulri-Family Review Fee: •(For review of existing technical documents) $100.00 $ •(For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Perntit Fee: $150.00 $ (for document application and processing) Traffic Impact Study Review Fee: $200.00 $ (For document review and processing) . . TOTAL REVIEW FEES (due at time of building permit issuance): $ /5e) • 00 PLEASE NOTE TfIAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITi'ING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant % Date KAFORMS & 1,E7'[ERS\DEVELOPMEN'I' FORMSTee Structurc (68-04).doc Rev 6/04 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-2345933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 75676 6/11/2003 Property Owner: ROBERT SALVATO Property Address : 3825 PIERSON CT Contractor License No. : Company : Phone : 810-9881 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit appliration are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; thal all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on lhis application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $300.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $6.00 Total: $36.55 Use: Description : OUTDOOR BATTING CAGE - 65' LONG, 10' HIGH. ENCLOSED W/ TWINE NET BUILDING DEPARTMENT USE ONLY Approval : MA Zoning : R-1 "t7ig~ommen'ts: Approval: DM k~l..~t'1'ts Comhi'eri Approval : Occupancy: Walls SIC : Sq. Ft. : APPROVAL PER RE-SUBMITTED PLANS. 6110/03 MAXIMUM HEIGHT (INCLUDING POSTS) NOT TO EXCEED 10'-0" Roof Electrical License No Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subjecl to the laws of the State ot Colorado and to lhe Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixdy (80) days fmm issue date or (B) the building authonzed is suspended or abandonetl for a period of 120 days. (3) If this permit exDires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans antl specifcations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No vrork of any manner shall be done that will change the naturel Flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspector N✓enry-four (24) hours in advance for all inspections and shall receive written approval on inspection card batore proceediing with successive phases of the lob. (8) The issuance of a pertnit or the approval of drawings and specifcalions shall not be construed to be a permit for, nor an approval of, any violalion o(the provisions of the building codes or any olher ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15676 BUILDING INSPECTION LINE -(303-234-5933) Date : 6/11/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: ROBERT SALVATO Property Address : 3825 PIERSON CT Contractor License No. : Phone : 810-9881 Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cer[ify that the setback distances proposed by this permit application are accurate, and do nol violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measure ents shown, and allegations made are accurate; that I have read and a r o a ide b cond ions printed on this application, and that i assume full re sibili iance wi lhe Wheat Ridge Building Code (U.B.C.) and all other appl' le Wh ' e inanc, forwork under this permit. Construction Value : $300.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $6.00 Total: $36.55 Use: Description : OUTDOOR BATTING CAGE - 65' LONG, 10' HIGH. ENCLOSED W/ TW INE NET TI, BUILDING DEPARTMENT USE ONLY Zoning Comments: SIC : Sq. Ft. : Approval : MA APPROVAL PER RE-SUBMITTED PLANS. 6/10103 Zoning : R-1 Building Comments: MAXIMUM HEIGHT (INCLUDING POSTS) NOT TO EXCEED 10'-0" Approval: DM Public N/orks Comments: Approval : vionle NOW. ~~pp~eEOt is respuosible for 10e868 ProP" Occupancy : W alls : Roof : ~y~q~{tKydptieiMtlinG4giecording to the . _.___a.,. ~eandards. Electrical License No : Plumbing License No : TheCityisnotpE~Q ~SMcti ~°~t-- ~bm~~~ ~~inaccurate infannat1On. Company : Company : s~ erron re Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance with ihe provisions set forth in yopur application and is subject to the laws of the State of Colorado and lo the Zoning Regulalions and Building Code of W heat Ridge, Cobrado or any olher applicable oNinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue date or (B) the building aulhorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifrations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or a6andonment exceeds one ('I) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done lhat will chan9e the nalural flow of water causing a drainage problem. (5) Contrector shall notiry the Building inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection wrd before pmceediing with successive phases of the job. (6) The i5 ce of a pe it or the appmval of drawings and specifcations shall not be construed to be a permit (or, nor an approval of, any violation of the 'io g codes or any other ordinance, law, rule or regulalion. e Chief Buildin spector COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF w"EA' gUILDING INSPECTION LINE - 303-234-5933 Date: ~ ° CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE 5,~) WHEAT RIDGE, CO 80215 - (303-23j5-2~85'V1~ij~j ~j c~CORA00 . A,~,~~yIL'.PllIN$~' Proper[yOwner: 0W'r (,r~IV Property Address: ~ Phone : ~ s ~ Conhactor License No.: OWN ER/CONTRACTOR SICNATURE OF UNDERSTANDINC AND ACREEMENT I hereby certify that the setback distances proposed by this pemit application are accurate, and do not violate applicable ordinances, mles or regulations of [he CiTy of Wheat Ridge or covenants, easements orrestrictions of record; that all measuremen[s shown, and allegations made are acwrate; [hat I have read and agree [o abide by all condi[ions printed on this application and [ha[ I assume full responsi Jiry for c liance with the Wheat Ridge Building Code (U.B.C) and all other ic t Ri e Ordinances, for work under this permi4 SIC: ✓ DESCRIPTION: '~~js I z0,17_I (TJ~ti~~ `~i l~,yC v BUILDING DEPARTMENT USE ONLY ZONING COMMENTS V2-.~-¢~- SlNe~ ApprovaL 'A-\-A 6 / ~ c Ity Zoning: ~ ~ - BUILDINGCOMMENTS: Approval: , d No-t 71d PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Electrical License No: Plumbing License No: Company: Company: Residenrial Units: ?=-p~/ 74,-7/ F- / Mechanical License No: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (1) This pemit was issued in accordance with the pmvisions sel forth in your applicarion and is subject to the laws of ihe Stare of Colomdo and m the Zoning Regulations and Building Codes of W heat Ridge, Colondo or any olher applicabie ordinances of ihe City. (2) This pemit shall expire if (A) Ihe work authorized is not wmmenced wilhin sixty (60) days fmm issue dam or (B) the building au[M1onzed is suspended or abandoned tor a period of 120 days. (3) If tfiis pemit expires, a new pemit may be acquired for a fee of one-half ihe amowt normally required, provided no changes have been or will be made in theoriginaiplansandspecificationsandanysuspensionorabandommenthasnotexceededone(I)yeac If changes have been or if suspension or abandonment exceeds one (1) yeaq PoIl fees shall be paid for a new pertnit. (4) No work of any manner shall be done Nat wiil change the nawral Flow of water causing a dreinage problem. (5) ContractorshallmtifytheBuildinglnspecmrtwenty-fow(24)hoursinadvance forallinspectionsandshallreceivewrinenapprovalonmspectioncardbefore proceeding with successive phases of thejob. (6) The issuance of a pemit or the approval of drawings and specificatlons shall not be conswed to be a pemit foq nor an approval of, any violalion of the provisions of the buiWing codes or any oNer ordinance, law, rvle or regulation. Chief Building,Inspector COT15tI'llCYl011 V81Ue:$ ~ W Permit Fee:$ Plan Review Fee:$ USe T3X:$ TOt21:$ F WHEqT City of Wheat Ridge ~ ° ~o Planning and Development Department ~ m Memorandum ~~LORP~O TO: Robert Salvato i FROM• Mary Austin, AICP, Planner SUBJECT: Batting Cage at 3825 Pierson Court DATE: May 30, 2003 I have reviewed the submitted building permit application for the batting cage structure at 3825 Pierson Court. The use is subject to the regulations for recreational fences. The property is zoned R-1, single family residential and the setback requirements of that district apply to this structure. The following issues need to be addressed in order to comply with the City's Zoning Code: 1. The following minimum setbacks apply to the batting cage: 30 feet front yazd (Pierson Ct.), 30 feet side yard (W 38" Ave.), 15 feet side yard, 15 feet rear yard. These setbacks are measured from the most recently platted property line. 2. The height of the recreational fence is limited to a maximum height of 10 feet. 3. Enclosed is a`Building Permit Condition Acknowledgment Form". This must be signed and returned in order to issue the permit. 4. Also, prior to re-platting, the lot on the comer was previously addressed as 11125 W. 38' Ave. We would like to do an official address notification to clarify the official address of the corner parcel as being 3825 Pierson Court and the northern lot as being 3845 Pierson Court. Please revise the drawing to reflect code requirements and re-submit the permit application. Alternatively, a variance from the setback or height restrictions may be applied for through the Community Development Deparhnent. That process would require a public hearing before the Board of Adjustment with a processing fee of $390. The Board of Adjusrinent meets to hear variance cases once a month on the fourth Thursday. If you haue any questions, feel free to give me a call at 303-235-2852. BUILDING PERMIT CONDITION ACKNOWLEGEMENTFORM The undersigned owner(s) of the property located at -~D J(J U/C~~ ~~f Wheat Ridge, Colorado, understand and agree that the granting of a building permit authorizing the construction and placement of a battine caee in a residential zone district is being allowed with the understanding that the users of the batting cage are limited to the owners of the property on which the batting caee is located and their immediate family members who reside at the property. Owner(s) further agree to remove the batting caee in the event of noncompliance as determined by the Community Development Director and/or the City Manager. OWNER: Print Name ~ Signature DATE: 1~r ! (J"77 WT5 SCALE 1' . LOT 6 OM RAGE SUBDeSAN R-IA ZDIUNG LOT 7 WEST ERIE TRACT 4. WOO SOOMWESI ~b l~lyy~ gE ~g APPLEWOOD VILLAGE ESTATES SUBDIVISION - SECOND FILING - FIRST AMENDMENT A RESUBDIVISION OF LOTS 1 & 2 APPLEWOOD VILLAGE ESTATES - AND A PORTION OF PLOT 4 BROOKSIDE BEING A PORTION OF THE SW 1/4 SECTION 21, TOWNSHIP 3 SOUTH RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN NET F 19 / CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO COME ESTATEW APPIEWWOVl!F NWppRfIA%bT pu®LtSU 91 LOT 2 9D}L1909 R-1 MUMS 1 ) s N wisly E 130,571 'f mR. o WEST 38TH PLACE Rod OF WAY VM43 r C2 LOT 2 _A @ FOUND LOT C7 SEE A AND ACCEPTED 5/8' PIN RED 25.050 W. m I Ls' 26956 PIJLSTIC CM YANI(m 0.575 AC. MU EASA5ENENT LOT J w I - - - MLff FASELENT , RI I SEE NO1F 5 I 6 p~ t~ II- `-m.V. YY mR mLL.tlOJ A°I pis I Tn ml !I 24. R SD. rt. G TAC- I 9 UTY I~K HOi/NCVEt BENT M 2Z' !WENT OF iRMI 4. 7 510E 1 -J L CORNER SECTDN 21 L~ OLD}` Ls sa12't; ECOi1t/a'siBwsS ur N RwCE S 89'11'13' W 14.22' 71.24• Ala o .Y:.INNT DO%LS 13212 ` TPUE POINT TPACT 04,1 UBAWItSDE OF BEY:NNNO TR Au 4, VROONSHN: M `414174 WEST 38TH -AVENUE--- Ij-?141.27 o. °I`-- j1 s erlrDl• w (ewbJ 263s.6t• SOUTH V4 CORER SECTION 21_~_/ CK VI-CI_NITYv / 314 ~SSPtm;WGE mum LINE OF THE SOUTHWEST wER t/4 OF SECRON 21. v TL~ •,Ts++' TOY6191R+ 3 SOlJfil. RM6E 89 OF ME OH P.W. u y. AWE Fy'.~ -J 1 I WRrE DELTA MGLE RADUS IELWIII CHORD CHORD "m ✓ . < sC r f 6 01 1811'23• MOO, 21.03' 20.41' 52127'511 C2 ' 1-.,r^TT'c-(y?T [ . 4716'22' 60.00' 41.68• 0.19' s2140.22E 7011'26- 17.00 20.63' 19.55 531'4X3311 4Y~ - c Y ROO m10'E - r•;:. m a I PREPARED BY: COLORADO ENGNEERIHC k SUR9EYWO. INC. 0 16 SA70 SOUTH SIERWAN STREET LEWWO. CO. 60110 a` / ISIS (3U3) 761 - 9055 ~2. AX, ENG (303) 761 - 0641 z - 1. KONG A NON-TANGENT COIFS TO THE IFFY WHOSE RADRFS S 50,00 FEET. WHOSE CENTRAL MOLE S 1746"22'. VASE CHORD WE S 2 40'2Y E A DSTANY OF 10.19 FEET. fDR AN ARC D4DJIfE OF 4119 FEET TO A POINT OF REVERSE p ATLWE: 2 HONG A DIRVE LO NNE RAM, WIIOEE RADI14 425,00 !EFTA =A CENIML MO S 16'11'23. WHOSE CHARD GEMS S 2122'51' E A O6DHCE OF 10.41 FEET. FOR M MC OVOWCE OF 2T= MET TO A NWT OF NCE W=IV E A DSDNCE OF ]53..16 FEET TO A PoOT OF DRAATME; 1 4. AANG A CURVE TO THE RAM, WHOSE RADIUS 4 17.00 FEET, WHOSE CDWAL AJIfNE 4 7011k6', WHOSE CHORD DFMS S 3113'=' W A OSTAWE OF TOM FEET. FOR M ARC DISTANCE W 2087 FEET TO THE TRUE FONT OF RGNNN6 OYINLTC n 4 ~ ~ A. COLORADO OEJERA PARTNDS;tl 2601 WEST RH AVENUE OEWM. CDOWOO 80204 303-534-1808 RATE, OF COLORADO C01RRY OF JfSFfRSQm THE ASOVE AD FDEGORIG WAP AND OED M. WAS K12O OGED BEFORE WE TM'//M DAY OF ( 200~BY ROBERT P. SALVATO AS YAt1AFJNG GENERA. PARTNER OF R.., A COLORADO GENERA PARNEILSIUP. 001 'S W HAND AND OFfXX SEAL J~ HAkBLAL0.. w awusvTRE .E3B7BE5:1-d1~__ Pu6uc NOTAR).'- ; S S.4t wdas..4NJ1±wl e-- : ADDRE5stAlAEUx6d, CA !OY'16 CASE HISTORY JOB N0. 2001 - 3374 WAY08'S EERTMATION: M 4 ro CfRRfY 11041 1NL C1R a W11F.1T R$IfE, GOLDg~m99WIBk D. ON 1MIS./0-w orrj;-. D 200J,. ADOPT AHO ATRNE THE WTNN PLAT. 6 T ATTEST: GIt' /CI/E/KK 1 W _ ~rwi ~4• 4177 W1EAr ' ~ WZLTOR OF PLBUC WDiMS ~na1AO.'A /1tcJL~,WRS . CDY OF WHEA NDGE CITY Of w1EAT PoDGE DEMAP Of RAMNNG AN ODWm Ntt DF PIIJ@IWG DDELawEE1T CC1kN S510N PJRVEYOR'S CERIFlGTE: L ROHAB W. FLAWf.M, DO HERESY CERRt' MAT THE SURrt.Y OF THE BWRWRY OF THE A PLMOD W W)E ESTATES SUfiDMSAN - SEWN FWNO - FIRST MENOWENT. WAS WOE BY WE OR OLDER WY DPECT DIPERJmIXE DH JUNE 11M. 2001. AND TO THE BEST OF WY KNOWEOOE NFORWATDN AND BELIEF. AND N AKINDAMY YRtHI Al APPIADWLE COLORADO STATLOM SHOWS S) PA am AND THE BURVLY 1NBEOf. 9O RFC' ~ RONALD W. FLANAGAH u WT1D (S~ RETATFRfD LAND COLORADO NO. 200 NOnm MCORONO TO COIORAD LAW. YOU DOUSE COWWENCE ANY FECAL ACtDN BASED UPON ANY DEFECT N MIS SURrEY WOIAN THREE YEARS AFTER YOU RRST O6Cd4R SUCH DEFECT. N NO EVENT. WAY ANY NMON BASED UPON ANY DEFECT N M4 SIRVM BE CONWENCED NAM THAN TER TEARS FROM THE DATE OF THE GERIINJSDN SHAWN HEREON. NOTES! 1.) • WDGIES FWNp AID ACCFPIEO PN k CM ELATED LAS 1807. UNESs OTHERWISE NOTED. 2.) • NDCATEs FOUND 3-1/4' BRASS CM mON EHl' N RARE BDL 3,) W NODATEs mHD AND ACCEDED BRASS TAD N CORIRETE lS LLECEIE. 4.) O WOIGTES SET SIB REBNE - IB' LONG WON A RED PLASTIC CM WMKEO LS. 260.56 6) ORA'IINL LOT LINE ANO UiWTY .<ruENi FPOY APPIEWOOD VWAYE STALES S1NOA1510N TO BE Y TfD AND REJIOVEO NY TH4 RAT MD 4 LID w ON THOS SURVEY BY lHb 1NETYPE: 6) 111E SASS FOR THE BfiRN05 sHowm ON TH5 5 5 THE BfMNC MONO THE SOUTH LINE OF ME SOUTHWEST 1/4 OF SECODJ 21. TOWx51KP 3 SCUM RANGE W f011ND Y~ONUWENI" SHOWN ON RRS 98FEY A )~smTED O REWIRED FIAT OF APPLEWOOD VEUOE ESTATES SL6Dh4pN. 7.) VFJOCUAR AOOOS FOR LOT 2 4 RERMTED TO f ON ODURT ONLY. 6) UfRRY EAS um ME HEREBY GRATED ON PRWITE PROPERTY ADNCDT TO THE FRONT AND REM LDT ONES OF FADI NOT N TIE SMDVLS10% OR PEALED AREA THESE EASEWENIS ARE OEOICATM FOR THE INSTAlW110N. tLAO1TEAlAIKL AND RET4ACfAENT OF FLELTRA, GAS. TElEV1SAN FABLE MD TELECOWWIIwrRANS FADUTES. UIWNE$ SINN 0450 BE HIOIfTFO WRNn ANY ,Y.CESS F.ETDKNTS AND PPAATE Sl E N THE SUBONMDN. PERWANENT 51R000MFS MD WATER WETERS SHAL NOT ST PERWTTW WHIN SAD UTRTY FASEWEMS. 9.) THE CURRENT ZONN OF THE EAeonmaN 4 Rt. 10,) WLOM00 TO DEIIXWNE WN~ NE OWNERSNP k W O EASBJASFWWC. OF NAS NOT RECOPD CD FOR (XA TITLE SEARCH E R. FOR INFORYATDN CONCFRNNC WIRRSHW K , R ANY APED O MIE NS 02 WITH A A I$ BY wWM OF 6 RJSUPANCE CDWAM' DATED OCCWFR 2ND., IND., 1882 WI POLICY NDYBER CE 6 52 W 662& GLERN AND RECORDERS CERIFICATRN: THOS OOCUWENT ASEMm FOR RUNG W THE OFRFE Of ME COUNTY M~IE~RRKAAEA,ID RECORDER OF JEFFERSON COUNTY AT GDDER• 00I 0 OR THE ~v_OAY Oi _.__200 j.. IN BDIK Iva- a PAGE 3 RECFPIDN NIWBER L,2 ~ q ~Y o cD YQIJO .E'J/1fbYJr ~ c44. t y. ~ . J CWNM 0. AMD PECOIDER 4 1^ O ✓ o _ WE 0.N.B.. A COLORADO GENERAL PARTNERSWP, OEM THE OWNERS IE THE REAL PROPERTY Of 1.141 ACWS UESCPoBED AS FC4LOW5: 1015 t A WO 2, APPIEWODO VNAOE ESTATES SOROIYSRIN. A 51)BpM90N REOOROED N THE RECORDS OF THE JEFFERSON 00NTY CLERK AND RECORDER N NAT BOOK 104 AT PAGE W. OTT OF WHEAT RACE, Jpip60N CON11'Y. COLONAD0. MGETLWR NOW THE SWM 125 FEET OF THE WEST 164.6 FEET OF THE UTSr W OF TRACT 4. BROOKSAE A SIIDIFYSDN RECORDED N THE RECORDS OF THE JEFFERSOTL COLRITY CIfJN AND RECOROER N PUT BOON 2 AT PACE W. CRY OE WHEAT WOGS. JERRSON COUNTY. COLORADO DDNG WORE PMTIODURLY gSCOWCO AS FOLLOWS: 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Rldge October 8, 2003 Robert Salvato 3825 Pierson Court Wheat Ridge, CO 80033 Dear Mr. Salvato: This letter is in regazd to a building permit approved for your property at 3825 Pierson Court for the construction of a batting cage. The permit was approved on June 11, 2003, but as of this writing has never been picked up. Three of the frames for the batting cage have already been installed in the ground. No additional work can be done until the permit is picked up and paid for. If you do not proceed with construction of the batting cage, the frames must be removed as soon as possible. Please contact this office to advise us of the status of this permit. I can be reached at 303-235-2848. $Imcerely, Meredith Reckert, AICP Senior Planner C: 3825 Pierson Court building file DEPARTMENT OF PLANNING AND DEVELOPMENT ' BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12799 9/18/01 Property Owner: Property Address : 3825 PIERSON CT Contractor License No. : Company : Phone : 810-9881 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh RidqeQ(dinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : 3' 11" WROUGHT IRON FENCE. BROOKSIDE LOT 2 Construction Value : $7,500.00 Permit Fee : $153.25 Plan Review Fee : $0.00 Use Tax : $187.50 Total: $340.75 Use: 1= BUILDING DEPARTMENT USE ONLY f _0y SIC : Sq. Ft. : Approval : MLC COMPLIES W/ FENCE REGS. 4'3" WROUGHT IRQN IN SITE Zoning : R-1 TRIANGLE Please Note: ertY ' pwner / eoetraclot is responsible for locatmog prop ~~ee ~K lines and consWcting improvcments accordino m tle ired developmert Approval : DM approved plan and requ >:acdards. The Cityis not responsiblz for ,nacc ste u form submirted within the plan se' and an7 . . AppPOVaI : _rrors resulzing from ~na_.. . Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) 7his permit was issuetl in acwrdance wiih the provisions set (orth in yopur application and is sub1ect to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzetl is not commenced within siuty (60) days from issue date or (B) the builtling aulhonzed is suspendetl or abandoned for a periotl of 120 days. (3) If this permit expires, a new permR may be acquired for a fee oF one-halt the amount nortnaly required, pmvitletl no changes have been or will be made in the original plans antl speaFlcations and any suspension or abandonment has not ezceeded one (i) year. If changes are matle or iF suspension or abandonment exceeds one (1) year, lull fees shall be paid for a new permit. (4) No work of any manner shall be tlone lhat will chan9e lhe natural Flow of water causing a tlreina9e problem. (5) Contraclor shall notify the Building Inspector hvenry-four (24) hours in advance for all inspec[ions antl shall receive written approval on inspeclion cartl before proceediing with successive phases of the job. (6) The' nce of a pe mit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions , -QLX611 dinr any other ordinance, law, mle or regulation. C/ ' Chief DEPAR'I'MENT OF PLANNING AND DEVELOPMENT Building Permit Number: oF wH`q P BUILDLYG INSPECTION LIIYE - 303-234-5933 Date: CTTY OF WHEAT RIDGE V m 7500 WEST 29TH AVENUE WHEAT RIDGE CO 80215 - (303-235-2855) C~CORPO~ . ASPUL!.A.lION . PropertyOwner: E0BSAVRp0 Property Address: '2BLCS p`'F_RSom CT Phone :9 a3 -S lv ^'Azz' ( Contracfor License No.: Company: Phone: °a~ .-LA'Z'(.-. (~pa 6 OWNER'COiYTRACTOR SIGNATURE OF UMIERSTANDING AND ACREEhffiNT I hereby certify that the se[back distances proposed by this petmR applica4on aze accurate, and do ¢ot violate applicable otdinaaces, cules or regulaflons of the City of Whea[ Ridge or covenants, eazements or restricflons of mcord; [hat all meazuroments shown, and allegafloas made aze accurate; that I have rcad and pgrec tn a6ide by all conditions printed on this applicatioa andthaz I assumc full responsibility for compLiancc with thc 4lhcat Ridgc Building Codc (LJB.C) and a11 othcr applicablc WheatRidgeO[d'tnance5,focwor[cunderthispe t (07;N-ER)(CONTR.4C20R):SIGNID ~A ' DAIE Descri '3' k4 " 113fCtKj\lt iY2C~ll ~ Construction Value: 7~(~, 00 Permit Fee: Plan Review Fee: Use Tax: Total: Pfios F ^ E'3(-,Z 3qa S~x~ cc aL c.:-z- l~~7"s w,.~~ 3CA : vk~o C BUII.DING DEPARTMENT USE OvZY CC~~1 l~~s u~~~ ~,~uc~s . szc: ZONING COMMENTS: ry~ {y~~ ~ ``YY:v^9:: UI~•~--~~,.~ ' ZOD1Ilo: ~ 5\aL ~ BUILOING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Watls: sqTt.: Pkare Niote: 4 t ? . Oamer / coauactor is rosponsible for locating peoFeety Unes and const'ucUng improvements aecording w the approved plan and requirod developmrnt s THacO@y is not resp~A6t'or inaccur&qlf~i'~~5~its: Electricat License No: Company: C7fOi3 [CS{lltltlg Ii0I11 1f19CC11i3iC IIIfOIL73tiOM Plumbing License No: Mechanical License No: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (l) Tlils petmit was issued in acro[dance wi"tu the provisions set foRh i¢ your apolicafiDn and is subj:ccto the laws oi the S:ate of Coloiado md to fhe Zoniag Aegulaeoas aalBuilcing Codes oE CJheat Ridgq Colovado or aoy oCher applicable ocdiunncs oE th: City. (2) This permit sha11 ezpae if (A) Lke work authodzed is noc commenced witti¢ sixry (60) days Eom usue date oc (S) the'ouildic; authorized is suspe¢ded or hSmdoncd ior a pcdod of 120 days. (3) Ii Uilt pemit eXOices, a ncw permit may be acqu:rod for a fee o[ one-halftlle aetount notmally rquirel, p[ovided no changes have 6een or Wi11 be aade in Um onginu olans and speci5ca¢oos aud aey suspeesion or ahandoesenthu w[:xceedcd one (1) y:az. c chang:s have hcen oc if suspevsioe or abando¢ment - ez:eeds ooe (1) ycaz, Cull fees sha11 be oaid:or a new pexmit. (4) No wo[k of any mamec shall be doae !Lac wi1 chan3e the natu:il flow ot wa:s causing a drainage problem. (i) Co¢haerorsha:lnoaiytheBui!dioginap«fornvenry-four(24)houtsinadvance;ocallinsoectioasandsha-1leeceivewTitt:¢aporov-s!oucspec¢oecazdoe[ar: oraceeding with .cuccusive phus oi the job. ' (6) 'L"Ce issuacce oi a pe:uwit or Che a?ocovil o; kawiags md ao<ciczaCons shaL aoc Se coelaued to Se a oec=it:oq eor ae aporovii of, aay riolation of che . ocovisso¢s o"e buJdj47odu or any o+her ordinveq law, fule or cegulatlon. inspector ~ 1I ~ Op - - I avi ~ 023 o~ ww uiI F o M I Z~ WY I Wa ~4 c Q0 I ~ N w M ZZ ~ LLJ J J O Z ~ a LU 0 n~. wn - - 003 o I wo) Z J o " I H OC) 3z I ~I I r ~ ~ORIGIHAL LOT LINE TO BE VACaTEO J I I I I i o' uTiun ~ LOT 1 EASEMENT I (TYPICAL). 8 g _J j--- s as• I T ' w " l~ ri ~ ~ I ~I ~ ~ I I , I 8 I.ITILITY EASEMENT ~ ~SEE NOTE 5 ~o~ ORIGINAI. LOT UNE '0 BE VAGTED i LOT 2 24,649 SQ. FT. OR 0.566 AC. 10' UTILITY ,EASEMENT (TYPICAL) S 89'13'13" W 144.22° ~ '~h O ~ ~ M ~i ~ N ~ W ~ ~ Q o W ~ ~ N w ~ N ~w g I o p~ o V ~ N ¢O 9.49 l 3 ; ZoJ I 0 a =Q ~ oe) W~o n M ~ I I M a ~ N ~ m TRUE POfNT-,--," OF BEGINNING N W 61 zl z ol i= a W I FOUP ~ I N.E. I~y I I I _ LS 89 13' 13" 71,24' LSOUTH LINE OF- TRACT 4, BROOKSIO SOUTH LINE 'OF TRACT 4, BROOKSI WEST 38TH AVENUE 6~Zl ~ 3'It" N o~ 0%5 S~oac2 unde,e f-'tncC, t fQr H, y4f y*' 3 „ ~ 1a' A ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12001 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/12/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3825 PIERSON CT Contractor License No. : 18319 Phone : Company : City Electric Co. Of Boulder Phone : 303-444-0444 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recor ~ that al measurements shown, and allegations made are accurete; that I have read a r a by all con tions printed on this application, and that I assume full res ns ' ty o Pliance wi the Wheat Ridge Building Code (U.B.C.) and all other applicable nea o inances, r work under this permit. (OWNER)(CONTRACTOR) SIGNED ;V \ Y" 1 DATE Construction Value : $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $53.75 Use Description : 100 AMP SERVICE TO FREE STANDING TELEPHONE EQUIPMENT AkCej& C-0101~rs~ Electrical License No : 18319 Company : City Electric Co. Of Boulder Expiration Date : 1/5/2002 Approval : OKIKS Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accorUance with the provisions set forth in yopur application and Is subecl to the laws of the State ot Coloredo and to the Zoning Regulations and Buildiny Code of Wheat Ridge, Coloratlo or any other applicable ordinances ott~e City. (2) This permit shall expire if (A) the work authonzed is not commenced wifhin sixty (60) days trom issue dale or (B) the builtling authorized is suspendetl or abantlonetl for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halt the amount nortnally required, provided no changes have 6een or will be made in the onginal plans antl specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow otwater causing a dreina9e problem. (5) Contr r shall notiry the Building InspecMr twenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspecUOn card before fo tll g with Su ssrve phases of the job. (6) . iss n il or the approval of drewings and specifcations shall not be construed to be a permit foi, nor an approval of, any violation of the provisions Y iltli or any o[her ordinance, law, rule or regulahon. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : b Property Owner : V PropertyAddress8aV.~, Contrector License No. g3 1 q Company : C L I~ C_~ r i L Phone : Phone : 3v ; L-l N Li - Of4c-1 C, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliwtian are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recoM: that all measurements shown, antl allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : 1625Cunnp 19 .z Construction Value : r ~b Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Occupancy : Walls Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : _'J Pians;k~cquired ~ Plgns Required I A ~.,P,laOs tt#qutred.~` (1) This permR was issuetl in accordance with the provisions set forth in yopur application antl is su0ject to the laws of the State of Colorado and to the Zoning Regulations and Building Cotle of Wheat Ritlge, Coloratlo or any other applicahle ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzetl is not mmmenced within sixry (60) Eays (rom issue date or (B) the 6uiltling authorized is suspended or abanEOned (or a period of 120 days. (3) I( lhis permit expires. a naw pertnit may be acquired for a fee of one-half the amount nortnalry requireQ provlded no changes have been or will be matle in the onginal plans anA specifications and any suspension or abantlonment has not exceetletl one (1) year. If changes are made or if suspension or abantlonmenl exceeds one (1) year, full fees shall be paiG for a new permit. (4) N'o work of any manner shall be done Ihat will change the natural flow of water causing a tlrainage problem. (5) Contractor shall notity the Builtling Inspector twenry-four (24) hours in atlvance for all mspections and shall receive written approval on inspection rartl before prOfREdiing with SuccessiVe pha5e5 of NE IOb. (fi) The issuance of a permit or the approvai of tlrawings anE specifcations shall not be construed to De a pertnit for, nor an approval of, any violation of the provisions of the builtling codes or any other or0inance. law. rule or regulalion. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 19 . ~ ^ 4 ~ ~ m m y A N ~ ♦ See Map 15 ♦ 10 NOS2131d ~ coa ~ ~ 02 N N ax 03 N N N U" ~ Z O U) ry w EL LO W Q 2 H CC) M 3: ,6 N M a~ ~0 w (n LL w~ J O~ a A! °a ~ W wo ~ .W lo -iidna \ g ~ MN Ma~ 21 20U1 9 3'sAM ~i ! I I ;w7 r I i>~:>~' : . ~i . ri _ ty ~.y t+~ ~ ~1 •L ` ~ " ~ ' ~ : . N • ~ 2 V~ctYr ~ ~ ! .^'w•r' ~ I ' I IL~I l IV ~ I 1 ! ~ I • i 1 I ~ . ~ n . ~ . N 6 ~ V \ N' N).If:3 G ~ il j ° _ r_ s• \.,~:q; a ~ pl" C I I y, i.G~ W F 3/4-- - da ri x f " I ~I V c• 'V ~ J W f ~ ~ tl ` • . ` ~ . _ i_ ' • ~ i , ~ ~ nt: !J~' _ ~ l r. ~ ~ _ _ V • ~ - ..s,.r.`- . , a • , - e t i 5 a I 1 ~ ~ n I L1A01!0 Ma,21. 20~1 334AM ro :y 's. 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