Loading...
HomeMy WebLinkAbout3106 Benton Street► ' , City of Wheat Ridge (/ Residential Roofing PERMIT - 201707775 PERMIT NO: 201707775 ISSUED: 09/28/2017 JOB ADDRESS: 3106 Benton ST EXPIRES: 09/28/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 22.06 sq Pitch = 4/12 *** CONTACTS *** OWNER FISHER BRITTA SUB (303)568-9896 Henry Sydnor 170058 Diligent Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,066.50 FEES _ Total Valuation 0.00 Use Tax 127.40 Permit Fee 156.75 ** TOTAL ** 284.15 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. ► City of Wheat Ridge Residential Roofing PERMIT - 201707775 PERMIT NO: 201707775 ISSUED: 09/28/2017 JOB ADDRESS: 3106 Benton ST EXPIRES: 09/28/2018 JOB DESCRIPTION: Residential Re -roof to install GAF asphalt shingles - 22.06 sq Pitch = 4/12 I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perform all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 0�lZi' /7 Si of O or TRACTOR (Circle one) Date 1. his permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of anmanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett c' I 'Z 7 From: no-reply@ci.wheatridge.co.us Sent: Monday, September 25, 2017 8:14 AM To: Subject: CommDev Permits Online Form Submittal: Residential Roofing Permit Application- Follow Up Flag: Follow up Flag Status: Completed C C. 17) 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 fora Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3106 Benton st Property Owner Name Britta Fisher Property Owner Phone 720-201-4947 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract fisherhhstuff@gmail.com Yes fishercontract. pdf CONTRACTOR INFORMATION Contractor Business Diligent Roofing Name r Contractor's License -J,7�24--- Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-817-1554 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 735 s Sheridan Blvd (Primary address of your business) Contractor Email Address jacob@diligentroof.com Retype Contractor Email jacob@diligentroof.com Address DESCRIPTION OF WORK TOTAL SQUARES of 22.06 the entire scope of work: Project Value (contract �6,066.50 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) 6 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 4.12 22.06 GAF Timberline Quarry Grey Asphalt House with attached garage 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 7 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Jacob Ray Email not displaying correctly? View it in Vour browser. � DILIGENT ROOFING Homeowner - h ;41J) Q,AW' 1. c0,41., Date: Z01 /� C Phone Work Phone Street �i��0 a"I a✓1�2 City&?$ dRM 9— State 05) Zip 104lq 1.•,4j it P;" being the owner of the premises described in the caption above ("Homewoner"), do hereby authorize Diligent Roofing ("Company") to furnish services in accordance with the terms and condition set forth n this Contract from q/ 2'ii / 11- (date) through final insurance negotiations and payment received in full MRTG,CO. V` S &K I,::_ Approximate Cost of Services: It is estimated , based on the damages known at the time of the execution of this written agreement, that the services proposed by Company will cost approximately $ :2nta 1 CVO , Please be advised that this constitutes a rough estimate of the cost, and the amount is subject to change based on such events as supplemental claims to Homeowner's insurance company and claim adjustment by Homeowner's insured. Company cannot assess the exact cost of the services before work has commenced. Diligent Roofing Inc. shall hold in trust any payment from Homeowner until Company has delivered roofing materials at the property site or has performed a majority of the roofing work on the property. Scope of Work Company agrees to furnish all materials and labor completed in accordance with the specifications identified in the checklist below. Company agrees t perform the repairs and/or replacements specified by Homeowner's insurance company. Supplemental claims billed by Company, on behalf of Homeowner, and which are approved by your insurance company for additional work or increases in costs, in addition to this contract, are a part off this contract as if contained herein. ° Shingle Manufactured Yr. ColorVfa 0 Tear off all layers of existing roofing 0 1 year workma ip warrh 0 Install Decking (7/16"OSB) 0 Remove all debris resulting from above work 0 Install new felt0 0 Install pre -painted eave metal to code -color ` Clean out gutters 0 Install Gutter & Downspout Color bKa 0 Diligent Roofing will 0 Valley(s) will be closed 0 provide general 0 Ridge(s) to be color -coordinated liability insurance coverage 0 Install new pipe jacks and vents, painted to match 0 Make a magnetic sweep of the driveway and 0 Re -flash chimneys and all wall abutment as needed and if possible yard for removal of any nails (Stucco or siding may bea deterrent) 0 Install T in. ft. of ridge vent 0 Install ice Md water shield to code All checks received by Homeowner's Property, and Casualty Insurance Company shall be transferred to Company within 3 days of receipt thereof, Insurance Company: A� z Claim No: d ag 62s rJ T 3!9 % I (We) hereby authorize & instruct the insurance company and all lien holders to include the name of Diligent Roofing Inc. as Co -Payee on any subsequent loss drafts or checks after today's date as indicated belovA (We) also authorize any legal representative and or agent of Diligent Roofing Inc. to obtain information necessary to complete any funding process relative to claim number as referred above. I (We) 1 - further authorize Diligent Roofing Inc. to pick up in person any loss drafts or checks on both my (our) behalf Diligent Roofing Inc.* Date of Acceptance 2-014— Homeowner Signature (s)�C�S� Diligent Roofing Rep �Aell Gulk Emergency Call 720-998-4133 735 Sheridan Blvd. Lakewood CO. 80226 www.DiligentRoof.com w i CITY OF WHEAT RIDGE Building Inspection`1$1vision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3 I r t, �� >, _4c 0 S �- Permit Number: 0 o a -70 -7 � -;' SS ❑ No one available for inspection: Time1 AM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: ?/ a///-7 Inspector: _Fl:� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO ICE Inspection Type: r___7,V4 L 1O© . Job Address: Permit Number: 7\0 l `;� 0 ❑ No one available for insp - on: Time/ % AM/PM Re -Inspection required: a No When corrections have been made, call for re -inspection at 303-234-5933 r f, Date: J' Inspector: I' DO NOT REMOVE THIS NOTICE i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r ADa Job Address: 0 �%!l < L7 Permit Number: Z 0/ `�?n "j `�? L, ❑ No one available for inspect' r t ime AM/PM Re -Inspection required: Y660) When corrections have been made, call for re-inspellctidiii of 303-234-5933 fr f Date:, // Inspector: z - 08/06/2013 12:49PM 3039378374 CRONEN PLLHBING PAGE 01/02 t . # Tit • to • . #t IN r x t r r.�;. M = a • # ♦ N Arc E-ma Ph one; [Or-71 117-17M N17 9 +; Su b Contif actors: * * umblrf It U 06 W O W R Ck Lk wise 0 ►. e C omplete n t ao to to BOTH sides of i s form 88/06/2813 12:49PM 3039378374 CRONEN PLLHBING PAGE 02/02 Ito ft F \ j / * mr ^~ ^® «>— i . w CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110739 Stipulations: Monopost Replacement. Issued: 07/06/11 This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3106 BENTON ST Parcel Number: 39- 254 -02 -018 Owner: Britta Fischer 3106 Benton St Wheat Ridge CO 80033 Contractor: T. Jay Gilpatrick TCon Restoration 425 Santa Fe Dr. Denver, CO 80204 For the Following Purpose: Residential Miscella Code Editions NO change shall be made in the USE of 6 ICC /2008 NEC this building without prior notice (_/2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System ector Zoning Administrator FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES -� uiiu"11 ru:41:12 city ox wheat Ridge rage bp701 -1s PERMIT INFORMATION - 110739 m mackey PERMIT INFORMATION: Permit #: 110739 Address: 3106 BENTON ST Permit Type: Residential Miscella Parcel Cd: 39- 254 -02 -018 Permit Dt: 06/28/2011 OWNER: Drifts Fischer Expires: 06/27/2012 Address: 3106 Benton St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: - Zone Cd: Unassigned DO: 1 SetBacks- Front: 0.0 Fount Use: Unassigned Last Zone It Left: 0.0 Subdivision: OLINGER GARDENS Annex DL Right: 0.0 Cont Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: MonopoSt replacement, fireplace box andlge iron FEES QTY DUE PAID: Permit. Fee 2,100.00 93.35 93.35 Plan Review Fee .00 60.68 60.68 Total Valuation 2,100.00 .00 .00 Use Tax 2,100.00 37.80 37.80 ---------- --- - - - - -- 191.83 191.83 CONTACTS: owner Britto Fischer 3106 Benton St Wheat Ridge CO 80033 7202014947 gc CL2 TCOn Restoration T. Jay Gilpatrick 425 Santa Be Dr. Denver, CO 80204 3038934201 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 2007.00 30 Property Type RESID PERMIT CONDITIONS: JS: Approved per stamped drawing. Must comply with 2006 INC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. * *Engineer of record will need to provide letter stating that work was done in compliance with approved drawings. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 MIS:Miscellaneous 11 -0141 06/30/11 no BCSI 07/01/11 07/01/11 COMPLETE 2 BFI:BUilding Final Insp 11 -0141 07/05/11 no KC 07/06/11 07/06/11 .COMPLETE kmc fsf- glcumer& INSPECTION RECORD Occuroancy /Tone INSPECTION REQUEST LINE: (303) 234 -5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Caissons �- Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter Do Not Pour Concrete Prior To Ap royal Of The Above Inspections Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below / In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above In ections Rough Inspections Date Inspector Initials Comments GYQ ys2A Above Rough Inspections Wall Sheathing Roof Sheathing Lath / Wall Tie Rough Electric Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Approval Of Rough Framing Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Final Electrical - Final Plumbing Final Mechanical Roof Final Building / Frame 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. Fire Inspection / Fire Protection Dist. * *Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. occupancy Is Not Nermitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 3i DU DUYYCh 5-1": # 0 1 L&. f�r -5TV P' INSPECTION RECORD Occupancv /Tune INSPECTION REQUEST LINE: (303) 234 -5933 C � Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Sewer Service (Underground) Caissons Water Service (Underground) Concrete Encased Ground (CEG) Plumbing (Below / In -slab) Footing /Stemwall P.E. Letter Heating (Below/ In -slab) Uo imoT Pour L;oncrarn Prior i n Annrnvni fit Tha Ahnva Inanarfinnc Underground /Slab Inspections Date Inspector Comments omments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below/ In -slab) Do Not Cover Underground or Below /ln -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Roof Sheathing Lath /Wall Tie Rough Electric . 'Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame 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. Fire Inspection / Fire Protection Dist. * *Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 10841 Hickory Ridge Street Littleton CO 80126 /� r- Jf /� (3 03) 627 -3791 phone / fax /, /, /�1�� ryana,hardestyconsulting.com /�►^r ,�i,ww.hardestyconsulErng.com July 5, 2011 Britta & Ryan Fischer 3106 Benton Street Wheat Ridge, CO 80214 Re: Repair Compliance Observations 3106 Benton Street, Wheat Ridge, CO 80214 pi=olm //0737 RJH File No.: FIS62011 Reference: Repair Plan: Column -To -Pier Connection & Steel Shelf Angle Detail by Hardesty Consulting, LLC dated June 13, 2011, RJH File No.: FIS62011. Dear Mr. & Mrs. Fischer: As requested, I observed the steel column within the crawlspace prior to concrete placement as shown on Sheet 1 of 2 and the installation of the steel shelf angle along the exterior wall adjacent to the fireplace as shown on Sheet 2 of 2 of the referenced repair plan. The column was observed to have been properly fastened to the top of the associated drilled concrete pier below and fastened to the bottom flange of the associated beam. The steel shelf angle was observed to have been properly fastened to the foundation wall, directly below the existing sill plate. The repairs were observed to have been performed in accordance to the above referenced repair plan. I appreciate the opportunity to be of service. If you need additional information or have any questions or concerns, please feel free to contact me at (303) 627 -3791. Respectfully submitted, t, s sionioi' E� Ryan J. Hardesty, P.E. Colorado Registration No. 35805 A V 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 57 Permit Number llo7 ❑ No one available for inspection: Time �� AMA& Re- Inspection required: Yes When corrections have been made, call for re-inspection at 303 - 234 -5933 Date: 7144? Inspector: DO NOT REMOVE THIS NOTICE ♦��4 f CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237- 8929 -Fax INSPECTION NOTICE Inspection Type Ar Job Address 91,94 s ev—lew is Permit Number_ !f 07�r/ ❑ No one available for inspection: Time AM Re- Inspection required: Yes No *When corrections have been made, call for re- inspection at 303- 234 -5933 Date: 7 e i r Inspecto DO NOT REMOVE THIS NOTICE ,1 i' .. ® CITY OF WHEAT RIDGE ter/` Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type ;'i° 6114 Job Address Permit Number r `I; '73 q ❑ No one available for inspection: Time // � , '� WPM Re- Inspection required: Yes o When corrections have been made, call f¢ if inpech n aY 303- 234 -5933 Date: � NI Inspector: 9� (J f ( �' DO NOT REMOVE THIS NOTICE . A 4' City of Wheat Ridge 1� Residential Miscella PERMIT - 110739 PERMIT NO: 110739 ISSUED: 06/28/2011 JOB ADDRESS: 3106 BENTON ST EXPIRES: 06/27/2012 DESCRIPTION: Monopost replacement, fireplace box andlge iron * ** CONTACTS * ** owner 720/201 -4947 Britta Fischer gc 303/893 -4201 T. Jay Gilpatrick 11 -0141 TCon Restoration ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0525 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 2,100.00 FEES Permit Fee 93.35 Plan Review Fee 60.68 Total Valuation .00 Use Tax 37.80 _ ** TOTAL ** 191.83 Conditions: JS: Approved per stamped drawing. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. * *Engineer of record will need to provide letter stating that work was done in compliance with approved drawings. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named withi cumeyt as parties to the work to be performed and that all work to be performed is disclosed in this dy.¢umERt a or,i o anying approved plans and specifications. , SignatJfi'e of OWNER Or LCONT� (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in change of the natural flow of water without prior and specific approval. - 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature f Building Offical Date INSPE IO REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 RE1 TS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ba r e d City of lk COM heat MUNITY DEVELOPMENT Building & Inspection Services Division I permit # 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 i / Building Permit Application PropertyAtltlxess I�10 &OU_ iU Property Owner (please print): Siz:lf A, `- &4i j 65[,&C Phone: 7z(.ZD) .q94 - + Mailing Address: (if different than property address) Address: 4m(= City, State, Zip: Cori rac*: jaAj k6- sM2A`o.ToN Contractors City License M 11- 01,41 Phone: Sub.Contragtors; Electrical: Plumbing: Mechanical City License # City License # City License # Des�rlptivri�� #works A AA or Re WK,6 FIEAI i Contract Va ue: Review Fee (due at time of submittaq: Squares BTU's Gallons Amps Sq Ft. $ 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (O`WNER))' (CONTRACTOR) or (AUTHORIZED REPRESEN ATIVE a R) (CONTRACTOR / ) PRINTNAME: V..J LI /��� SIGNATURE: I DATE: pillm e ieW T` r , >� `- ✓ r ✓ y r FIRE �EfARTMENY ❑ �pprOYed W/ CAInJnBllte ❑ diSappfo� Bldg Valuation:$ Date: ® ., I L l mo n o 1 � r. r. C] � N O O G1 n BA II a • � � e REVISION NO-1 DATE SHEET: 2 OF:2 HA"ESTY CONSULTING, LLC RYAN J. HARDESTY, P.E. 10841 HICKORY RIDGE STREET LITTLETON, CO 80126 (303) 627 -3791 - Business/ Fax '�L D1 � ti� WHMENO: FIS62011 STEEL SHELF ANGLE DETAIL D..Y: RHi BRITTA @ RYAN FISCHER N.T.S. 3106 HENTON STREET TUNE 13, 2011 WHEAT RIDGE, CO 80214 f_ EXISTING STEEL 4 APPROVED Subject to Field Inspections Date: Plan checkert NEW ADJUSTABLE STEEL COLUMN (SCH. 40)� TO MATCH EXISTING, FASTENED TO TOP OF EXISTING PIER WITH (2) 1/2" DIAMETER EXPANSION ANCHORS (4" EMBEDMENT), AND TO BOTTOM OF BEAM W1Tri STEEL TABS, VERIFY HEIGHT. COAT STEEL COLUMN WITH A CORROSION RESISTANT SPRAY SUCH AS ZRC COLD GALVANIZING COMPOUND, OR EQUAL. INSTALL COLUMN CONCENTRIC WITHIN MIDDLE OF PIER AND CENTERLINE OF STEEL BEAM. i EXISTING CONCRETE d a a d d 4 d d Q d 0 O d d- O O 9 d d < 4 a a a d d d CRAWLSPACE SONOTUBE TO MATCH EXISTING DIAMETER AS EXISTING CONCRETE PIER, WRAP SONOTUBE TWICE WITH A 6 —MIL PLASTIC. TAPED AT END OF PLASTIC. EXTEND BOTH SONOTUBE AND PLASTIC 6" BELOW TOP OF EXISTING PIER AND 6" ABOVE TOP OF EXISTING PIER, AS SHOWN COLUMN -TO -PIER CONNECTION 1 N.T.S. RJHFLENO: FIS62011 COLUMN -TO -PIER CONNECTION O&A4N 0Y: RJH BRITTA & RYAN FISCHER N.T.S. 3106 BENTON STREET NNE 13,2011 WHEAT RIDGE, CO 80214 REVISION O. DATE I HA"ESTY CONSULTING, RYAN J. HARDESTY, P.E. 10841 HICKORY RIDGE STREET SHEET: LITTLETON, CO 80126 OF: 2 (303) 627 -3791 - Business/ Fax v� :2. ",_I?,\",~ Landscape Escrow A2:reement .l,~:; WH[,1r 1'/ '- 0 _ Cl U ,., Cae OR~\lo City of Wheat Ridge Planning and Develop ent Department This agreement made this..zL day of f'I\il(2.cli:, 200'1 y and between the City of Wheat Ridge and S vV\, Q0L0C (contractor/developer/owner), Escrow in the amount of r::ne I- hovs; r Clv , c:P;;", --- DOLLARS ($ S; OtJtJ <=) is being held until all landscaping improveme ts are completed at, 16<';., ;V7C>jL; In the event that landscaping required by Wheat Ridge Cod and/or as shown on an approved landscape by 1/:lyo /()'9' ,(date) the City of Wheat have the right'to enter upon said property to construct and/o or do other such work to accomplish that purpose as may be City of Wheat Ridge shall first give notice in writing to owner of its intent to do so. of Laws, Section 26-502 Ian is not installed ,dge or its designee shall install such improvements ecessary, provided that the e contractor, developer or If the City of Wheat Ridge exercises its right to perform w labor, materials and use of equipment either by force acco have the absolute right to withdraw the escrow funds t improvements, The only precondition to the City's right to for this purpose shall be a letter from the Planning and Devel the landscape improvemepts )have not been completed compliance date of 1130 _0-::;- has expire Approved and Agreed: k of any nature, including or contract, the City shall complete said landscape ithdraw the escrow funds ment Director, stating that r provided and that the Contracto r/DeveloDer/Owner :), 3/./0 /O-::f- Date /<) od Of/J eI Title City of Wheat Ride:e, Color~o By:~ , Title: ~ ?y~ Date: 3 - Z. L - 0 :t 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City 1" Whea Ridge DATE: 9 May 2007 TO: Accounting Department FROM: Director of Community Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: Li a Marquez!3! 06 Benton Street The Landscaping has been completed to the City of Wheat Ri ge satisfaction, RELEASE TO: Lina Marquez Address: 289! S. Lincoln Street Englewood, CO 80113 Amount to be refunded: $5,000.00 tit !))k Alan White Director of Community Development ~...~...."'...H...,...E....'.. '... 4,0 ,,"\~0 !::'~\: " Gl C,l "i rn C'OLo~p..QO Community Development Escrow Transmittal Sheet An escrow has been submitted for the property locat d at 3/0& ~-/o-vJ 5i. . The crow is in the amount of J--{./ dollars and 0/ ( cents ($ ::SOw ~ ). The escrow is submitted for: ~ndscaping: o Public improvements: o Other: The escrow shall be held by the City until A bid for the deficient work has been attached from he contractor. Notes: ~d. 4L;ffi ~~:A_ 6 Date 2936 23t7J1~,1.050 227~ D." FROM : PHONE NO. 3034255571 Mar. 28 2007 12:58PM P2 9605 Wesl491h Avenue Wheat FUdge, Colorado 80033 Project Number206-114 March 29, 2007 420-5020 Mr. Saul Marquez 2891 South Lincoln Street Englewood, Colorado 80113 Re: Sin Ie Family Residence at 310 .Benton Street Wh at Ridge, Colorado 80033 Dear Mr. Marquez, This letter is inresponse to your request for a field observation an evaluation of the general drainage requirements'at the above referenced residence. OBSERVATION: An observation was accomplished by this firm on March 28, 2007 with particular attention to the site conditions and general drainage of the property, The residence i nearly complete and the exterior landscape is now contemplated, EVALUATION: The "As Constructed" conditions of the exteriordrainage for the roperty is in general conformance with the 'Drainage and Erosion Control Plan' that was prepared y this firm and presented with the design drawings. All anticipated nm-offis directed towards the s t or alleyway with exception of the small area at the south oftbe residence where no roof downs uts are present and run-off would be at historic flows. Installation of a sub-surface drainage pipe is ecessary to dischaxge the run-off from the rear of the residence to the alleyway. An additional i let could be provided within this sodded area of landscape to intercept the south garage run-off d wnspout, The drainage patterns for this property improvement is in confo drainage requirements. ce with the City of Wheat Ridge Enclosed, herewith is a Site Drainage Plan for the property. Should you have any questions concerning this project. do not sitate to contact this otlice. Enclosure zr. U707 , "'. ALLEY (16') PAVED FROM : PHONE NO. CONCRETE APPRO~H BRASS TAG IN ,CO PAVEMENT #16116 .... 50.00' J\! ' . 'i'-~"" 9 ~'i'-'?- ~ ~~<=-~ ,10'.0' M - .. J1\Ul!!i ,.. ~<:r." 61-0" 38'-0" RESiDENCE, 3106 BENTpN ST, .fl,P::i:J."J/~i:.4.'l. ,. !. .,~ ! . I,...,p~ 'J : .," ~' ,. .. J1~.r -, ~" N , ~.ou';: ~~ 5000' --:--,--- 4' SIDEWALK IEXISTINGI o .' '" LANDSCAPE AREA ~ 1- 3034255671 Mar. 28 2007 12:58PM P3 II co.' " " fqv I ~y",/ll ';I}" ]i/~ \ ~J I ('1' I ,.~. , ., ,,~ /:lto.lUS(- , . I PIN OUNO . CHAIN UNK FeNCE 3' Wlot CONCRm WfJ.J,.KWAY 61~O" 1;> 1~ , DOWN SPOUT DISCHARGE LOCATIONS {sHOWN THUS} ::ttlo:~~~.-;-::--=r .ct.~~~il;".~~,- ~T , o , in eAASS TAG ON I'ETAlNING WAIJ.' 11$116 CRiT~ WAU:. 5 'AS REOtJIftfOl L cuoo A 0 G~TiEA IEXISTING) aENTON STREET l60' ROWI DRAI,..,jt:..c,~ R.A..>4 SCALE: 1" - 20' 20 0 1020 I I I I ~ <. 1<1 ( IN FEETI 1 INCH - 20 Ft, -,-,;-,-~,-,.._".... 40 I 1 Landscape Escrow A2reement City of Wheat Ridge Planning and Develop ent Department This agreement made this 30th day of March, 2007 by and bet een the City of Wheat Ridge and!Mina Marquez (contractor/developer/owner). Escrow in the amount of Five Thousand DOLLARS ($ 5,0 .00) is being held until all landscaping improvements are completed at: 3016 Benton Street For landsca in and re lacement of dama ed sidewalk In the event that landscaping required by Wheat Ridge Co e of Laws, Section 26-502 and/or as shown on an approved landscape plan is not install d by May 1, 2007 the City of Wheat Ridge or its designee shall have the right to ter upon said property to construct and/or install such improvements or do other su h work to accomplish that purpose as may be necessary, provided that the City of heat Ridge shall first give notice in writing to the contractor, developer or owner of its i tent to do so. If the City of Wheat Ridge exercises its right to perform w rk of any nature, including labor, materials and use of equipment either by force accou t or contract, the City shall have the absolute right to withdraw the escrow funds complete said landscape improvements. The only precondition to the City's right t withdraw the escrow funds for this purpose shall be a letter from the Planning and Devel pment Director, stating that the landscape improvements have not been completed or provided and that the compliance date of May I, 2007 has expired. Approved and Agreed: l Contractor/Developer/Owner Date Title City of Wheat Ridl!:e, Colorado BY:J~V\.s p-. ~e. Title: P\dv'lV\6r'-:U: Date: $:> M 0( Of BRASS TAG IN PAVEMENT #16116 CONCRETE APPROACH HIGH POINT ELEV, 65.00 PIN FOUND ELEV. = 5462,32 ~ <;> M ';l N r- / ELEV, = 63.50 ~ ALLEY (16') PAVED 50.00' ~ ELEV. 62.6 o "0 '0 ~o( 10'-0" os 6'_0" o 6<';" 6l>-~1" FNO ELEV. 65.50 <;> N N , , , , , , o .' i~ lfl~ !to( ,~/~ ~i"i .'" N!'~ Ii:/o I!iIlg ;.,; , , , PIN FOUND "1' t-- DOWN SPOUT DISCHARGE LOCATIONS (SHOWN THUS) SEE EROSION CONTROL PLAN lE.lI 3' WIDE CONCRETE WALKWAY o o '" N ELEV. 63.00 1'-0" 6'-0" 38'-0" RESIDENCE 3106 BENTON ST, FND ELEV. 66.20 1'-0" LANDSCAPE RETAINING WALL PORCH w > " o w I- w " U z 8 9 ~ 0 '" o ;@ 0< ;it;; T os <;> Co g" " 0< "" ." 5000' 4' SIDEWALK (EXISTING) ELEV. = 62.8 LANDSCAPE AREA BRASS TAG ON RETAINING WALL #16116 '.6' CONCRETE WALK ISTEPS (AS REQUIRED) BENTON STREET (60' ROW) VRS AND GUTTER IEXISTINGI ~ DRAINAGE PLAN SCALE: 1" = 20' 40 I ( IN FEET) 1 INCH = 20 Ft. COMMUNITY DEVEL PMENT DEPT. Inspection Servi es Division (303) 235- 855 Correction Notice Job Address: /.> ~ <.S DO NOT REMOVE T. When corrections have been made, call fo 303-234-5933. Date: COMMUNITY DEVELO ENT DEPT. Inspection Service Division (303) 235-285 Correction otice Job Address: When corrections have been made, call for r -inspection at 303-234-5933. Date: DO NOT REMOVE THIS OTlCE COMMUNITY DEVELOP ENT DEPT. Inspection Service Division (303) 235-285 Correction otice Job Address: /' 7 o:(? ~ /VoT //VS~ ~D .JcL?, When corrections have been made, call for re- nspection at 303-234-5933. Date: Inspector COMMUNITY DEVEL PMENT DEPT. Inspection Servi es Division (303) 235- 855 Correction Notice Job Address: e ,. .RA'N6.6' #000 "':SY572=,-v /. /Vo- 0;- When corrections have been made, call for e-inspection at 303-234-5933. Date: LJ3-/.5-07 DO NOT REMOVE THIS COMMUNITY DEV LOPMENT DEPT. Inspection Se ices Division (303) 2 5-2855 Correcti n Notice Job Address: ~ & L , ,- ~ V~~ 7 '?2 ~ When corrections have been made, ca I for re-inspection at 303-234-5933. DO NOT REMOVE Date: COMMUNITY DE ELOPMENT DEPT. Inspection 5 rvices Division (303) 35-2855 Correct on Notice Job Address: -/~A'L- ~ When corrections have been made, call or re-inspection at 303-234-5933. Date: /.: DO NOT REMOVE TH COMMUNITY DEVEL PMENT DEPT. Inspection Servic s Division (303) 235-2 55 Correction otice Job Address: 3 \ <::lIe... ~ ,"\ ~ , \ When corrections have been made, call for re-inspection at 303-234-5933. Date: Inspector DO NOT REMOVE THIS OnCE COMMUNITY DEV OPMENT DEPT. Inspection Se ices Division (303) 23 -2855 Correctio Notice Job Address: 7/- . <r < When corrections have been made, call 303-234-5933. Date: COMMUNITY DEVELOPM NT DEPT. Inspection Services ivision (303) 235-2855 Correction N Job Address: ~/..:5~. "'" fi'::i When corrections have been made, call for re-i spection at 303-234-5933. Date: d#C77-cJ~ Inspector ,~..........' ",~..",-..w'"..t,l..., ~~~~} INI'~etI8N I ~crln 7500 W. 29th Avenu Wheat Ridge, Colorado f 0033 (303) 235-3855 ~.on 11_- ~~ Inspections will not be made unless this card is posted on the building site 24 Hours notice required for I pections /;\>0 "b yrz Date Issued h I,~\ r'\l_ Type Occupancy f>3 Job Address :2,\ '" L:, ?'pVlJ - c;+- Building f?ermit No. OC,oo? 0 d- OWner ~l vYlnrCtllD7- rn~IT"c Contractor \ I ,,,,! ",,' "" n ..-- Contractor Address FOUNDATION INSPECTIONS DATE APPROVAl DIS~rrROj~ :~~C;OR COMMENTS: Footings/Caissons ~3 c.e C9 ~p.~ ~->7// flZ..<;!;C"~';y,,,-,, A3'""/ Stemwall I ~/ V ReinforcingorMonolilhic a?123.c),;; 6 L{.I~/ i::' -~or:;I#&$'E;:"}~ Weatherproof / French Oraio/~t1,.td. ~ ~ Water/Sewer Service LiIl64}1-, 177 a; r<---> ) ~' ./ <.. ,._ M''''/./1~POURNOCON~ A NSIGNED CONCRETE SLAB FLOOR ( f EJectricaI (Underground) I A . Plumbing (Underground) (//-JV: 06 r~ p ~. Heating (Underground) \ / Do NOT POUR FLOOR UNTIL ABOVE HAS ~ED O/-/.J.~67 _ /~ A I //".<;,:.-..,-; _ /~/ /,/f,;(''7i1l'T7A,x-tiJ:,'''' //. V.AC ~ "7 V # ALc1& cz=, -< '" ;/-l 70& ~ ~ -' 'l 11- /IF ;77J Do? ~: II /7~1-,.- ~ ~ ..e~ /)/. j"u') 7-. -' ,:~. FiNAlS EJecbicaI Plumbing Mechanical Frame /lnterior Finish R.OW & Drainage Fire Department Parking & Landscaping _u__ _ .. ____..... ,,,''''''U'''''r'^&I~ I ,. "'UUI:"'T~ nN R.4CK EJectricaI Service Rough EIeclric Rough Plumbing ,.. Test Gas Piping Rough Mechanical " ,r,:AlI, Framing Roofing Insulation Drywall Screw INSPECTOR MUST SIGN ALL SPACES PERrJ NING To THIS JOB -/ V /2./~-~ I.-? _ ~ '" I _ " - \.Rh rt-.' .)\ up Jtrj'7 I \' ~1'V ('l" "- p"O'V1\/I \,c..,/A '\ \ ~~\I -~w I'~'''\ '-'\.1\, \ >,)' "'-'1 C' / I'';; v, ~'f7 7 ./ vC7 I ~ ~~tn <!!FP C9' (Q ..i1ltr ;""~ r.ace In~\7is Ole Location for In pector .~~ , , ["1.". , ,~. .. '.,1 n ADDITIONAL COMMENTS & INSPECTIONS: ~ -./ ) 4A"<,V.o / ..?'~8 -a~ .J-NSV~<> ~~ /~n... ..--/ AI.&:? ~r ".;v. 46'Z1,;!C1<>"" ae ,z; //A>'7C:> 7~.4"7" ~ I i"1 ..., ,.' .....t;fr L I, f.-I", ",,"'1 'v ; City of Wheat Ridge Res. New SFR PERMIT - 060 02 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060502 3106 BENTON ST Single family home. ISSUED: EXPIRES: 06/15/2006 12/15/2007 *** CONTACTS *** owner 720/231-0573 ~ ~ Marquez ** PARCEL INFO ZONE CODE: SUBDIVISION: ** R-1e UA USE: BLOCK/LOT R-3 01 Engin. Review Fee GradelFill Permit Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VAL ATION: FEES 150.00 23.50 2,267.47 1,473,86 .00 4,202.25 8,117.08 233,458.56 ** FEE SUMMARY ** Comments: Reviewed by JH, CR & DFB Please see nNOTESll on page 2 I hereby certify that the setback distances proposed by this permit application ar ordinances, rules or regulations of the City of Wheat Ridge or covenants, easement measurements shown, and allegations made are accurate; that I have read and agree application and that I assume full responsibility for compliance with the Wheat Ri appl' e Whe Ri rdinances, for work under this per t. PI TIS subject to fi accurate, and do not violate applicable or restrictions of record; that all o abide by all conditions printed on this ge Building Code (I.B.C) and all other Id inspection. Signature b IS 0(,. ate 1. This permit was issued in accordance with the provisions set forth ln your appl cation and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ri e, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within si y (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 mount normally required, provided no changes have been or will be made in the original plans and specifications and ny suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment e eeds 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 auslng a drainage problem 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advan for all inspections and shall recelve written approval on inspection card before proceeding with successive phases 0 the Job. 6, The issuance of a permit or t roval of drawings and specifications shall t be construed to be a permit for, nor an approval 0 via lOll of the V1Slons of the building codes or any 0 er ordinance, law, rule or regulation. All plan v ~;;;;:.' ' ,",pectinn,. date Signature of Chief Building affical INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTIO (303)235-2855 THE FOLLOWING BUSINESS DAY. 06/15/06 15;39:22 bp701-ls city of Wheat Ridge PERMIT INFORMATION 060502 Page shut to PERMIT INFORMATION: permit#: 060502 Permit Cd: Res. New SFR Permit Dt: 06/15/2006 Expires: 12/12/2006 Address: 3106 BENTON S1' Parcel Cd: 39-254-02-017 OWNER: Sam Marquez Address: City/St/Zip: vocu ents from the manufoetu r shall be onsite or finol roof insp.ctlon w ieh specify roo fin mattrlals hfNf boon Inst /led to meet 11 0 1/ thWlII.slrlCond wind t--!Be LAND PARCEL INFORMATION: Zone Cd: Residential SFR Funct Use: Residential Subdivision: Unassigned Cont Type: unassigned Legal; DU: 1 Last Zone Dt: Annex Dt: Lot: Block No: 0 line Please Note: I conIraclor is responsible r. r locating property and constructing improvcme ts according to the .vet! plan and required devel pment standards. I~ IS no! f7sponsible for ina curate information tted WIthin the plan set and any construction ors resulting from inaccura information. JOB DESCRIPTION: Single family home. FEES Eogin. Review Fee Grade/Fill Permit Permit Fee Plan Review Fee Total valuation Use Tax QTY .00 .00 233,45856 233,45856 233,458 56 233,45856 DUE 150.00 23.50 2,267 47 1,473.86 .00 4,202.25 PAID: .00 .00 .00 .00 .00 .00 8,117.08 0.00 Section-26-501 (D,I) For 0 r two-family dwellings. the fir. twenty-j1'" fed (25 oJ driveway area from the exi ting edge of paveme. / into the site shall be surfaced ith co~ lISphall. rick pavers or similar materia CONTACTS: owner Sam Marquez 7202310573 PERMIT NOTES: 06/15/06 CREATED FROM APPL# 06-0034 06/14/06 JH: OK. 06/13/06 cr: plans ok with notes subject to field inspection all electrical shall meet 2 02 NEC. JH: OK 6/14/06,house and garage meet zoning regulations 06/12/06 RUSH!!! KS: Given to JH, DB, & CR for review. 06/12/06 DFB: Site grading shall be performed as to NOT negatively impact adjacent prope ties. (See attached sheet E1 ommen ***Seeattached sheets* 06/12/06 DFB (cont) The site drainage will be checked by P.W. prior to issuance of 'h- 0 ~ ~ rt. of occupancy. INSPECTION INFORMATION: J..ANDSCA n R1!'nmv1r.MF.NTS Sins'. and two-family residential use. Section. 26-502 (D. 1. a & b) L One .treet /ree per seventy (70) J..t (or portion Ihereof) ofstreelfrontage to be placed within /hefront utbackprior to issuance of a certificate of occupancy. I!. No less than twenty-five percent (25%) of the gross /ot areG 8rId no less than one hundred percent (100%) 11/ the lront yard sholl b. landscoped. ""nh(!t the PI.nnlner Oenartment for nennitted p1eclCl. Rnd lizeJ of street trees. of Wheat Rid BOIL.ERS I FUR GAS WATER HEATER A MINIMUM OF .60 ENERGY FACTOR ELECTRIC WATER HEAT RS A MINIMUM OF .93 ENER Y FACTOR SETBACK THERMOSTA REQUIRED (EXCEPT HYDR NIC HEAT) R-21 WALLS . R CEILINGS. R-19 CRAWLS ACES O(o~ 00 L/ City of Wheat Ridge Building Permit Number: Community Development Departmen Date: &~.z/D6 SINGLE AND T~ FAMILY BUILDING PERMIT A 'PLICATION l2a U€C, 8lT/Jt'O II-' Property Owner: Property Address: Contractor License No.: Company: "3 10 ~ ~/4- Phone: rZO 23) 015' 13 Phone; 1ro Q;5S b'/-Z-3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Bu Idin De t, Valuation Figure: $ 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. ~ljS subject to field inspection. (OWNER)(CONTRACTOR),SlGNED SJ l!t-tVl-f ,/ DATE O'//2j. "J (/ , ( , (OWNER)(CONTRACTOR):PRINTED ~....I 1'14R oll Lf I-?'L DATE "rfl:z.!fIi Use of Space (description): !:/A/tf:117 CH-MIIY 1-+",,~tT Description of work: Value: $ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ EW Sq. Ft added 2. '-( 00 BUILDING DEPARTMENT USE 0 L Y ONING COMMENTS: U f, I A ()' Approval: J f" "" .,. - \(} Zoning: ~ -I C SIC: Sq,Ft.: BUILDING COMMENTS: Approval: /R E \C ii' \'."f">II~ .-- U 'IN ',:,'" k:J JUl'4 1 2 (U~~ PUBLIC WORKS COMMENTS: ApprovaL --- -...-............- --- IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: A roval: Expiration Date: A roval: Expiration Date: A roval: (1) This permit was issued in accordance with the provisions set forth in your ap Iication 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 if (A) the work authorized is not commenced within s (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 mount normally required, provided no changes have been orwill be made in the original plans and specifications and any su ension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds on (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 wa er causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in adv ce for all inspections and shall receive written approval on inspection card before proceeding with successive phases of t job. (6) The issuance of a permit or the approval of drawings and specifications s all not be construed to be a permit for, nor an approval of, anyvio\ation of the provisions of the building codes or any other rdinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official APPLICATION FOR MINOR GRADINGIFIL PERMIT APPLICANTS NAME: ~ ~ z..... APPLICANT'S ADDRESS: '1l ), tr VVOO 3 ADDRESS OF FILL: DATE OF APPLICATION: All permits shall be applied for through the Public Works Department. approved permit is effective for a period of one (1) year from date {)f issue and may be renewed. All fees hall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Nofe: All public improvements, when constructed, shall be maintained company responsible for fhe consfrucfion of that public and/or pr development) on a daily basis, or as needed, such that they are free ffacking from fhe site. Failure to comply with this requiremenf will r Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code 0 y fhe respective individual(s) and/or ate improvement in the respective mud and other construcfion debris u/t in the enforcemenf of Article 11, Laws. MINOR GRADING. EXCAVATION. AND FILL PERMITS L 1-50 Cubic Yards: No permit is required for dumping or excavation f earth materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in epth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, 0 a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials n exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the approp ate fee and sketch plan indicating the following information before the permit will be issued. A. Location and dimensions of all property boundaries and structures, n the site. B. Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where , historic run-off will be maintained on and through the site. ' , ! D. Cross-section area to be filled and/or excavated indicating original lope, new slope and depth df filL E. Statement that indicates the proposed use or purpose for said fill or 'xcavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as ay bales, etc. 3. 501-10,000 Cubic Yards: Operations inwhich earth material fill or xcavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit iss ed by the City Engineer after review of an application and supporting information. The following informati n shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered profess' nal engineer, at a scale of no less than 1 inch to twenty feet (I :20) which illustrates the following: B. Location and dimensions of all property boundaries and structure on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating y changes. (for a site containing an established irrigation ditch, a letter of approval from the appropri te ditch company shall be required). E. Location of existing at)d proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in s ch vegetation .and methods of rehabilitation on site vegetation after earthwork operations are co plete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lin s) ground contours with contour intervals of 2 feet and spot elevations. 1. At least two cross sections (east to west and north to south) throu h the site showing depth offill and/or excavation. J. A drainage report may be required if site runoff characteristics ar changed. K. Relative elevations of adjacentproperties and.structures. L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Permits: inor Grading, Excavation!and Fill A. Rehabilitation: Within thirty (30) days after cessation of filling a site shall have been completed in accordance with the approved leveling, grading, landscaping or any combination thereofto min to the City Engineer. d/or excavation, rehabilitation for the ans. Rehabilitation shall corisist of ize potential erosion and be acceptable B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the s e meaniug as the terms "girrbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 1 4." In no case shall debris or contaminates identified or classified as azardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat idge. C. Excavation and/or fill areas shall be graded to facilitate weed co 01 until fmal grades are set and site rehabilitation and use occur (must be leveled with side slopes no to exceed 3 to I). J:\FORMS &: LETTERS\ APPS & PERMITS\MinOl Gnding &; Fill Pcnnil.doc 2 Rev 2/05 5. Permit Fees* 50 cubic yards or less $23.50 k 51 to 100 cubic yards $37.00 IOHo 1000 cubic yards for the first 100 cy $37.00 plus for each additional 100 cy or fraction thereof cy X $17.50/IOOcy 1001 to 10,000 cubic yardsfor the first 1000 cubic yards $194.50 plus, for each additional 1000 cy or fraction thereof cy X $14.50/IK cy TOTAL $ 'Z..'.S.5D *Wheat Ridge Code of Laws Section 5-76. All permits shall be applied for prior to fill deposition or excavation 0 erations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subje to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill re uested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE F LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CO. CT AND UNDERSTAND THAT I CANNOT START TillS PROJECT UNTIL THIS APPLICATION IS A PROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZO ING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COM ENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPRO D PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: City Engineer. Owner's Signature (if different than above) r Approval Date J:\FORMS &: LETrERS\APPS &: PERMITS\MiOOl GT1Iding &: Fill Pennil.doc 3 Rev 2/05 CITY OF WHEAT RIDGE CERTIFICATE OF WATER AND SEWER SER CE A V AILABD.JTY Note to Applicant: A building permit will not be issued witho this Certificate siped by tile District or Agency supplying services. . . ex bv authnri'7.'in2 82ent. C7~ .(/; -v; SEWER Name ofDimict: ( ) Sewer Service Available () Sewer Service Not A Comments or Conditions: I hereby certify that availability of service is as indicated above, Signature of Authorized Agent JeffeI80n County Health Department (IF SEPTIC) Authorized Signature WATER ''t:, Septic Permit No, Date Date Colon Wen Pennit No. Name ofOistrict: () Water Service Available o Water Service Not A ailable Counnents or Conditions: I hereby certify that availability of service is as indicated above. Signature of Authorized Agent Jefferson County Health Department (IF WELL) Authorized Signature Date Date "1'::1 I,,;i"~:" ,Ii' '~'P ! ~l it b: i~ l'. :,) i~l~ [I": t. ~. .,1. , );f ;. ~:: . ~~; ~"I I, :\1 'j 'J ,,; !';I ~:1 , , , n L~ ~,); pi .' ',i ,,:,' .,. II " : ~~ ;f 'L hi l:i .; 'l " ::)1 'I: .'! 'i , i I ;,-, ,'I i JW: II DEPARTMENT OF PUBLIC WORKS 7500 WEST 29TH AVENUE WHEAT lOGE, CO 80033 LETTER OF NOTIFICATION FOR PUBLIC IMPRO DATED 6. /;3 It)?- .v S"77J t::;",,", ADDRESS 3/t;'" Dear Contractor: (303) 235-2861 FAX (303) 235-2857 In conjunction with the approval of the building permit application r the above referenced address, this letter is to inform you that all existing public improvements located long the frontage of said address shall be restored, (if damaged from related construction) to an accep able condition, as determined by City of Wheat Ridge Public Works Department, and prior to the iss ance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative wil conduct an onsite inspection to determine the existing condition(s) of the public improvements at th s address. If you have any questions, please contact me .at 303-235-2864. Sincerely, A'lL ~~~'Flfl 1 David F. Brossman, P .L.S. Development Review Engineer Cc:File Rev 4/03 Property Owner: Property Address: Contractor License No.: Company: 00~ D03~ Building Permit Number: t Date: t1w?~<'6 SINGLE AND T'Wi ..FAMILY BUILDING PERMIT A PUCATION l2a (,(.tic. I3lJPf"O A) Phone: ?20 23) o'f) '13 City of Wheat Ridge Community Development Departme '3 lOCi. "-'/4- Phone: f-Z$ <1 ~S ~q,.Z-3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t. Valuation Figure: $ ;:) 27 '-! '<~) 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 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'otherapplicable Wheat Ridge Ordinances, for work under this permit ~ljS subject to field inspection. (OWNER)(CONTRACTOR),SlGNED S,..;/ 'l!1-Q/l-, ,/ DATE OI)IZ/' ~J 7/{ I , (OWNER)(CONTRACTOR):PRINTED ~k I M ~ (! u: {'?'L DATE {N~I/~ Use of Space (description): ..,-,...t fT Description of work: Value: $ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total: $ Sq. Ft.added Z t( tvo EW BUILDING DEPARTMENT USE 0 Y SIC: Sq.Ft: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: 'c~ ,...,,~ fRlEC[fOVto JUN I 2 tUU6 PUBLIC WORKS COMMENTS: Approval: ......olo...___oa. ............-- IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Eiectrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: A roval: Expiration Date: A roval: Expiration Date: A rovai: (2) (3) This permit was issued in accordance with the provisions set forth in your ap Iication 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. This permit shall expire if (A) the work authorized is not commenced within si y (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. lfthis permit expires, a new permit may be acquired for a fee of on~-halfthe mount normally required, provided no changes have been orwill be made in the original plans and specifications and any sus ension or abandonment has not exceeded one (1) year. Ifchanges have been or if suspension or abandonment exceeds on (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of wa r causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in adva ce for all inspections and shall receive written approval on inspection card before proceeding with successive phases of th job. The issuance of a permit or the approval of drawings and specifications s all not be construed to be a permit tor, nor an approval of, any violation of the provisions of the building codes or any other 0 dinance, Jaw, rule orreguiation. All plan review is subject to field inspections. (1) (4) (5) (6) Chief Building Official "~~ ,"H"~r 1', ~ '" - " " ~ rut ORp.,fJO ()&;.J ()03 ~ City of Wheat Ridge Building Permit Number: Community Development Departmen. Date: t1~o/()6 SINGLE AND T'Wi FAMILY BUILDING PERMIT 'PLICATION l2a ,-<-€c, 8{$~ If) Property Owner: Property Address: Contractor License No.: Company: '3l0CL 1-'14 Phone: ~zo 23)05'13 Phone: 1-l!e 'l3S €I> 7-z3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t. Valuation Figure: $ 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 (l.B.C) and all 'other applicable Wheat Ridge Ordinances, for work under this permit. Pia s subject to field inspection. (OWNER)(CONTRACTOR): SIGNED DATE O~J,.zA 1 :"J ( , (OwNER)(eONTRAcTOR):PR'NTED ~... (-1:1 A-R ~ u l-?'L. DATE bo//2.f Use of Space (description): ~ IT Description of work: Sq. Ftadded Z if /YO Value: $ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ BUILDING DEPARTMENT USE 0 LY SIC: Sq.Ft: ONING COMMENTS: Approval: Zoning: ~!Ecrrn~:z[[) JUlY I 2 tUU6 BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Si ~ GJ/ZA"t)/ AJG.- S ~ a.:: A I. J~ :>..x;:H r1 M-'f7IJ,.JGJI!.' ~ ~ -*pl'rova./. .I't b::rA<E:lLlr PiUJjJ,;;:t2::;78!> . DK, Ji;lit6 "flz/t:{,. -S"€€ /HT~ IREOEPARTMENTCOMMENTS:-=-/'7tIE. ~,7e. b~If-,,~,,~rs.E: ~.k Approval: Pue!L -n> fSS~~ ... Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: A roval: Expiration Date: A rovai: Expiration Date: A rovai: (4) (5) (6) This permit was issued in accordance with the provisions set forth in your ap lication 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. This permit shall expire ff (A) the work authorized is not commenced within s y (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. If this permit expires, a new permit may be acquired for a fee of on~~halfthe mount normally required, provided no changes have been orwill be made in the original plans and specifications and any su pension or abandonment has not exceeded one (1) year. if changes have been or if suspension or abandonment exceeds on (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow ofwa er causing a drainage problem. Contractor shali notify the Building Inspector twenty-four (24) hours in adv ce for all inspections and shall receive written approval on inspection card before proceeding with successive phases of t job. The issuance of a permit or the approval of drawings and specifications s all not be construed to be a permit f.or, nor an approval of, any violation of the provisions of the buiiding codes or any other rdinance, law, rule or regulation. All plan review is subject to field inspections. (1) (2) (3) Chief Building Official --. O'~____,'-~c." n,_ ,'__ _ ~.-~~~-----,--.-~------~--- " i:W::::=~r _~.; .... ..J~ ,..,.~~--:=~... , ' - --.~ <1i Al1ili u Structural & eotecll1lical Consultants CASTLE ROCK ENGINEERING 4)95 WHcOXSl In;t'.Castl.Rock, OSO"04.ph3)3-6SB,E1S11;,303-660.5243 Subsurface 111vesti gatio 1 .... and Foundation Recommenda OIlS at ;3l'O(.", ~ Benton St. Wheatridge, Colorad for Saul :Vlarque! 2891 S. Linccln Englev/0od, Colorado 80113 ; ,/ hsue By: I i \ , r- 3o:?)41l-7fpe, z- Dale W, Guillen, P.E May 17,2006 CRE Project l1umbcr 06-4474 T . d E;.~S-099-EOE ;::'.~$WH ~":lo~Wd RtO'OI 90 81 ~R~ <l'''' --~~----I- CGstlc Rock Engil1C:~.I;:1g Sub~urlacc hl':~~::12alic'-1 Pmjf'c: 11(' ()6.4474 TABLE OF CONTENTS 1 I~TRO D U erlOi'< ........................._................................. ......................................... 1 FOUNDATlO:-1 RECOYIl\IE:-1DATlONS _.......mm..'" ........._...m.............mm...... 1 2_1 DRILLED PIERS.................................................... ....................................... ] SITE DESCRIPTION & PROPOSED CO]';STRUCT ON.................................. I fiELD A...~D LABORATORY ANALySIS.................. .........................................2 2 3 .:I 5 Sl.iBSURFACE CONDITIONS ..................................... ......................................... 2 SLAB RECOMMENDA nONS .................................... ......................................... 2 SITE PREPARATION ................................................... .........................................3 BACKFILL...................................................................... ....................m....._........... 4 Sl'RFACE DR.A.J1\'AGE................................................. .................................L..... 4 SUBSURFACE DRAINAGE ..................................... ......................................... 4 LI:\IITA TIO:'-lS ........................................................... ......................................... 5 A PPE'iDlX A: MAP .................................................... ........................................ A ,-\PPE"iDlX B: LAB SUM'vLARY ....................';...............................................B APPE"DlX C: BORING LOG ........................ ......... ........,...........C APPE"JDIX D: SWELL COKSOLIDATION.............. ..................................... D APPENDLX E: DRAIN AROL'ND FOUNDATION ALL DETAIlS.............E APPENDIX F: PIER FOUNDATIONiDRA1N SYST M & BACKFILL DETAILS............ ......... ............. ........ ......m .............. ..... ..... ....... ............. ............... F 6 ., , 8 9 10 11 Ev<lS-099-EOE ~~""H ~~~"d "LO:OI 90 Bl ~"W E'''' CasLle Ruck Engil~ccrin:; Sub~urtJ,::e Iiln::~tlgat\0n Projecll~o. Df)-4..f::'4 1 INTRODUCTION Ca.,tle Rock Enginecring has compleled a subsurface properly. This report presents tn8 results of that Inv- wa, pc,ro!'med at the request of Saul Marquez in requirement5 and to dc[ennine the allowable fuundatl nvestigation for the subject tigation. The investigation rder to comply with locd n construction at this site. 2 FOUNDATION RECOMMENDATIONS \\iith res.pect to the soil investigation pertonncd at lhz5- sit: and the intended st11lct:1re as described by tr.e client, the following is the recommen ed foundation t)l'e: 1.1 DRILLED PIERS 1 his foundation mal' consist of a grade bcam ani concrete pier foundation systen:;. These drilled piers must be a minimum of 22 feet in length and must penetrate a minimum of 10 feet into bedrock. These iers muSI be a minimum of tr lllches in diameter. Tne maximum allowable en beeling pressure for these ~icrs is 25,000 psf. and there is a cO:Tesponding ,500 psf side shear value wailable for the bOtt0111 portion of the pier within b rock. The minimulr. dead "'a( on these piers shouid be 15.000 psfwhen based 0" the pier end area. .' ware'- is encountered cluring oc aner drilling the pi rs, measures must be taken ,0 keep the holes dry wpile placing concrete. C nCTete may be placed by pumping it into the ve:y bot:otn of the holes ')Pd fo ing the water out. Ca'\lng 111ay be required to eliminate collap:;ing sidewall5; or 0 minimize any infil tralion )f ~Nater. Piers must be poured as soon as possible after drilling to enstu"e the mtegrity ofthe d'illed holes. Ensure all loose materia has been removed from the pier hoies prior n placing concrete. Piers must he vertically reinforc:d throughout .heir I ngth using steel reber of at least Qne ~5i60 ~ba" for every 16 inches of pier circ mference, or a minimum of 3 - # 5 grade 60 rebars, whichever is greater. This renar must extend into the founda:ion waF s to the top row of horizontal reinforci g. There must be a minimum 6.inch void space under -ade beams to separate the !;,ade beam fn,m the soil. The estimated active case equivalent nuid pressure is 55 pct: 3 S/TE DESCJUPT/ON & PROPOSED CON TRUCT/ON The site is vacant at this time. The existing ~".::getati n consists of native grasses and weeds. ,'r is our undei'standing that a single~fa ily residential structure is planned for (cnstruction on thi, sir.e. Ev<lS'-099-E:OE ~~""H "~~"d RLo:nl ~n AT ~RW v'''' '.,l:'i':"'-: Rt1c..... EngillC;':"in; S. !v'.;rfa::~ Im'e~tig/ti(lJ1 Prl '! '10. 06-4474 4 FIELD .c.ND LABORATORY ANALYSIS T cst holers) were drilled in the \'icinity of the propo ed strutlme (see Site Map) l:sing t;-uck-r'nr;unted power auger equipment. Tes; il01es are generally drilled to a depth of 20 fcct. oks may haY~ been drillcd to greater depths if needed lO make bedrock detennl tions. In-situ soil samples were retrie'led fwm depths appmpriate to adequ tely anticipate fou<1dation requireIl1cnts. These samples ,-"ere rctlieved utilizing 2-inch Ca1ifornia sampler. Tt:.es~ saillples were returned to the laboratory for al1alysis. In-situ samples consist of relalively u<1dislurbcd soil. Additional 10 se samples may also have been brought t(l lhe laboratory in order to make a de nnination of the soillypes enco:mtered at depths other than lhosc where in-situ a:-nples were retrieved, and to indicate where changes in soil composition occur a a function of dcp:h. '..aboratory analysis consists o:a detcnnination ofmo sture conten~, densit)', swell ",lei consolidation potential, and particle size disni ut;oa, where possible. In o:'der to achieve valid results, non-cohesi\'~ or highl granular sampies may nor no ve been tested for swell or consolidation pOlcmiaJ. ~ S"bjcctive analysis of lhe soil conditions W33 also ade in the lield during the driiJing operations. Subsillface conditions repr sent the results of this in','estigation based upon the field and iaboracor analysis as well as our exp~ri~r;cc in the area. Invesrigations performed on nearby sites tnq also have been c.onsidered in these results. If 5 SUBSURFACE CONDITIONS See the Summary of Laboratory Ar:alysis, the B ring Logs and the Sweil- Consolidation Test Resuits for additlonai infon .atlan. Water was not encountered during the investigation. 6 SLAB RECOMMENDATIONS J'he Slab Perfonnance Risk at this siie is judged .0 b 'high' (over 5% swell with a 500 psf surcha:ge). These soils may not be SUil ble for the eonstructioc of slabs. It must be undcrslood that the risk of slub mo ement docs exist. Changes in the water content of these soils may cause the so I to swell or shrink, which me)' Calise mOVeiTI~nt 0f cracklng of slabs. If movement of a slab is nol acceptable, finish room areas should be constructed utiHzing a structural floor system over a crawl space. 2 Ev<lS-099-EOE ~~""H ~~~"d "BO:O! so Bt ~"W S'''' C1,,~lc Rock E:l.gi:1::eli:1g SIH'''l.!...tacl~ Ir\!e-~[igalion Pr(Jv (,1 nr O(,~44 74 Shnuid the (YNner elect to accept dl: 11Sks of expans 'e { consolidating soils and t11C cffects they may have O~ slabs. the :0!Jcwii1g ha c been shown to b~ helpful ..,,,11en constnlcting slabs: .~ . Slabs sho:lld bear on undisturbed catural soils. or an ropedy conditioned and reo compact~d matcrials, as opposed lC1 gcavel or other lalelials. which may allow the migrmion Of\\'3ter be10w the slabs. If the on-site OIls arc not accepta~)le~ it is prefccable 10 bear slabs on non.expansive imported a,er'als that are not highly granular. Tl,is will minimize the tram IeI' and relenti . n of water below the slab. Materials with a Liquid Limit,oeiow 30 and 0 Plast city Index less than 15 ace '1referred. S.abs shall be isolated fro!:',l f(}undarlon components Y slip joints constructed to akw the independent Inevcmcnt of the slo,,_ Slabs han also be separoled from any Jtility components bj isolation joints. Mechanic equipment resting on slabs must be titted with eXFandable ! collapsible sections n order to allow 11l0veme111 of the slab without da'nage to lhe equipment or to the u-ucture. N(>'l'b~a;-ing partiti.:m walls "1USt be constructed witl a minimwu of 3 inches of float to allow for movement of the slab without dama:;.<ing 2.ny part ~f thc structure. All doors shall be constructed w: lh at leas a I inch gap at floor level. It ic:: the owner's respons~bility to monitor and mai rain all floats and gaps a.t;; neces~2ry_ !f additional information on float is neede : please contact this or any geotechnical oftice. I' Slabs mu't be appropriately rcin~orccd 10 resist the an icipated loads as well as lhe effects of the supporting soils. Floor slabs must also e scored in accordance with the Amencan Concrete InSl1tute (Ael) reconunen ations in order to control cracking .of lhe slab due to shrinkage or other factor. Thesc scorcs should be a ma.,imuPl of 12 feet apart. 7 SITE PREPARATION '-':"e an!lcipate that additional grading may be. necessary Sire preparation procedures shoule" be performed such that the potentiai for sta ding and ponding of water <.rour;! the site is minimized. Clay soils should be kept from desiccating (drying and shrin~:ing) by sprinkling the soils occasionally. Drain 'e swales or channels should be Cl: ;atcd where necessary i:1 order to route \\'ater a 'ay from tile excavation and cons"nlction area. , .1 E"<lS-OS9-EOE ~':l~1il j:;;~~Rd "60:01 SO B1 ~"W s.'" (;t:;tk Reck Engineering SU:-.;'..lrl-IC~ Invel'tigalion P:'c. ,.;1 1.:1.0Ci-447J 8 BACKFILL The backtill placed a:ound the foundation wal s shOltl€l bc melhodically compacted to help red',ce settlement after completi 11 of construction. TIle top 1'100 foot 0" tbe backfi:; malerial should be relalively mpervious. Basement 11001' and main floor frami:lg should be cor:.structed prio:, t the backfill proces:.. l1:" the fou:1u.ation \-valls shrJuld be supported by some other ean$. 9 SURFACE DRAINAGE The area SU1TO'lnding the structure should be grade drainage away from the structure. This is typica:ly a !le,cent (12 kclles in 10 feel) s'ope down and awa, spots should be filled in order to prevent accumulati tile ~tructure. so as to p.o\'ide adequate om;olished by utilizi:Jg a 10 from the foundation. Low and ponding of water nelr Smface ".aler rUP.Iilng toward the structures from up s ope areas should be diverted around and away from the structures by rneans of dra nage s1vales or other similar measures. ~ Decorative edging should be consullcted to allow w tel' to flow through. around or under the edging and not so as to cause damming 0 'water behind the edging. Sprink,er systems should be construoted so as to kecp the area withia 5 feet of the struclure as dryas possible. Sprinkler heads or ther inigation components should not be placed in, nor should they release wat into, the area tbat is within : fcc~ of the structure. Downspouts and sill cocks must terminate outside of the backt111 area of the sm'cture and a minimum of 6 fee, from ~he slructure Downspouts and sill oocks should discharge into splash blocks that eXlend we I beyc.nd the limits of the backfill. The use of long downspom extensions i ,.place of splash bloclG is advisable. See the attached graphical reprcsemation of some of t e abOve. 10 SUBSURFACE DRAINAGE Due to the presence of expansive clay minerals, an chances of water damage to the stn.;.cture(s): a perim strucmres belllt an this site. This drain may daylight or may tlow into a sump pit tlned wilh ~ pump. If selected, ~"'nsure that the dr2.in opening is protected by in order to r~1inilllize the er d;'ain is required for any an cXlerior outfall location exterior outfal: location is creen. See the 8'tached dlagra.m(s) for a typical pelimeter dra n cross section. 4 Ev<l~i- oss- EOE ~~""H ~~~"d "01'0! 90 Rl ~"W LO'" Ca::tJc Rock Er.gineering SUb,~lli~~C~ ]I.,\.~~ti~aric:i Pmjec: no. Oti-4-.t?4 11 l.IMITA TIONS In any subsurface invesligation, iimited dzta is u\'a11a 1c rrol11. which to tonnulale ;;;nil d::scriptions a.nd generate recommendat1.)ns 1" foundations anc related COlBt~]ctL::n components. The samples taken arc. dicative of the SUbs'Jlface 1113terials r.t the tl11'"!e ar:.d at the location the s8mple \Vere mken. Prcc:pir.alinn, se2.sonal cnanges: and excavating l::lre ju:;r a few of the factor~ [hat ITlay crea(t' changes in tbe composilion of the sileo If condition are encountered which are significant1y different :rom those described in thi rcpo~ cont3cT this oftice before ~.,roceeding. By acceptance of this report all pa:-ries agree lhal th purpose of this report is to provide geotechnical datu and foundation recomme dations only and docs not add;-c~s nor v.--as intended to addrc.:s$ any envir mnental issues, hazardous materials, mold issues, toxic '.vaste issues or oth r subsurface situation5 or conditions other than d10se described within this re rt. This rep011 is intended for the sole use oflhe above named client and rheir proved agents. This otlice cannot be responsible for any conclusions or reeo mendarions made by other parties based upOP. the data contained herein. " 5 Ev<lS-099-EOE ~~""rl ~~~"d . .. "I 1:01 90 B1 !,:"W APPENDIX A: A B'''' AP H Ej,<lS-OS9-E:OE: &=;~SIllH ~~~RrI , .. V~I :nT ~n RT i=:RU ,--. !~- 7 I --s--. -...:c !('~ '-'r>' /. -:-().~~ I "' _~:::'1~...... ;.t..../CK !.~/.;C/1'IZEF!./:..'~; 1__- ,--. , ALL MEJ~SURE}{J;.':\'7'~' ~~.RE _~PPRO);.7}ViA. T E I ! I , I I I f- ti) :z C: f- w t...;. i.x:nv;":I'):' PR(l~EC.Tv :'~J::: S'''' , r----------___ ; I J 70' T.H. /\ ~ . I 1----------'- I " "c..".:'.: '-:-"-_:: LOC.~, 110..\- ;iiAF _C~'n.SU! tiny' i....C.;. . $,,';; .r .""r.~~''";:t= T.~:. _ :;.::;~~ .";,;:::..:~. ,." " E'ng1. e;-,'-ir'fL. .'~'1l~.-:~'I''' .~ ,;..,~- ,,.::' Ev<lS-OSS-EOE F;~""H ~~~"d i ----, I . I , I I , I -_.J ! Id.:.Y " I I I I JC3 Yr.. :::S-~4.(~ 's; =;u,r,~I; )1 ..,:.~:::;~: .::;~ , . :~ . . I " I & ~ "El :01 SO Bl ~"W APPENDIX B: LAB S B nl . '" .- . ~ l\1MARY " ~.tr;::!~-nqq-f=':n~ I=;':L~R/....l ~"J."J.IiiI'....I 5t....r tnT an OT C:DU >- 0:: <:( ~ ~ ::;) en <:( I- <:( C >- 0:.: o I- <:( 0:.: o CO <:( ..J - C ..J W - LL.. 11'''' m I i ii i . II I I , I I I I . ~ I i '.. ; ~~ I l() I I ci'! I 1"'0' f(l) .~ \U) CO fLU Wi , .<:1' ;0::: >1 0>. '0 .Ii ~ (jj~ LU C. I- ::Y ::;::e' 'v, W ! CO CD o ~ I'" ! 51 ~ ~ == 0::: o LL Z I- <..> ~ I c.. ' W N~ == WI' <:( ~II Z l2"'! I- ro 0:::2 o ~ c.. ro "ILU en [0::: j I , 0::: LU :0 :i: I ::l'<t z!:;: I-,,/, ~frl;g: .0 '0: c.. ..J:z: <>-- >-",>- ow~ ....c 0" ...." ~~t !LC_ "n" , "''" .. - :I: '" to~t= i.LJ f- <~_ :Q ;;:- "' 11.1 ~rog> " <C..., UJ 0.. ... U5 ..J.J- ..Jo" ","' ~~@ ~'Tc ~ ...Jw~ <e"'- "'~.... ::l~z <( I-U)LiJ I- <5!Z ct %50 o u ~L ~ ftEii:i,. ~d,! ~ _::>"':z &1 {:!. ~~CW-1' -0 en z. c 2 z o ;: '" 5< u "' "' " ~ o III ;:!Z~ 0:0 ~ ..JO~ a:lU! 1 ':J:I: 0......;::- :=:"'IJ. <11.1_ ",0 ..J"'W _lllci;:: Oj2;!'o "'U;:?- 11.1 "'0 O- m Ev<lS-09S-EOE I '" I '" ~ I " ~ i '0 [ 2 "' >..'-= i?-vf ~!!i ~ Co m 0.... ~~,... C3~C? ~-ti~ .:2 3: .?:-.... e > ~ ~~CO >.. d;."E ~~)- ';:;;8 0'" CC.~ -co ~ - >'CJ c: - 0 ~'i3 ro: ~ c. =.2 t:f) ctll E3 a:: ! " I <3 I " I n ... 6 N ..:. ~ '" ~ ... ,.. <5 '" '" o '" '" ~ v .,; ~ N ~ '" C1 ~ ::: ji i ~ 1 ~:;; I III :> , ,;:E I iJj~ I .,;-E I' e," 0- (;;--: 1;'> (3 '" c '" '" '" .0 I i ~ ~ o N N ~ ,"J I' I: I, i r I' I i ~~.." ~~~"d ~ ~. . ; '.t ;" G .. ~~ ~ &i ;; ., ". f: -~ o ':) ~ J j o Z 0:;; -,,, t:llrl ci' ~s z u~ ~ .:>2r;; w ~~. w ~ ~ Z ::;;1.1.. 8 ~ Z _ w.:,; ~ t~.- U ~~ o &>l.l'i 0:: ,;;~ lIJ ~':2 ~ ~~ r- ~ <2 f/) t"" '1 ct 0', ~ (J €' a: "~l :01 SO Bl ~"W APPENDIX C: BORI " ~ '- <ll'''' ~ GLOG Ev<l~-OSS-EOE ~~.." ~~~"d ~st:nl gn Rt ~RU SUBSURFACE INVESTIGATI JE p'.h 'FTJ Bore Ho~ #:1 o i ---, 1....1 20l12!::::::: (:,: ; , , ; ~ . , , 10 - - ., 15 ., .' " " 20 " ---..J " -~ .. :!~ 25 " " , " , ---j ~!< -I 30 I ~ 400 S ''"h,-c.'' ~:rlie: 5.uile I, ':'511... R..c~. .,;:. 8Cl04 ;':?r.~':1<;>_ Om;f-33.';15i Fa.: ~(3)':;8)-f.::~3 E1'''' E..<lS-099-EOE I' ,;.g~9:,1t>;.: <r" -ir,d-:;~I~:/J..~t E~I "'~.." N BORE LOG I t. . ~ f"l''',~ I , ",~':l"d ~~. L.~:':o" ~NAN ~''"-OE'!L.L [(<Xi .:.:.:~S...HC,ScL7Y }:~: SAM:, CL.AYEY .,. : . ~ :;AhD, vo.~u.. ul'AOen CV.'1. H:Gt-i PLASTIC CLA'l'ST':;lNif. L~. CLA'1ST:lNS, HoP SANDSTONe AUGER ~!F1.JSJ..l BLOW COl]lIIT FO~ Y./X 5AMP:'!: ..-J W.'TER !.EVEL A."': DRiLl. -"- WATIiRL.liy:c.I..A.-:2~-4t T HOURS PROJECT NUMBER Of...4474 DRILL DATE 0504106 NOTE; AODITIONAllNFORMATlON IS AVAilABLE IN TH; COMPL.E.TE SOILS R5PORT. ,HIS DOCUMENT 15 NOT Sr.A..ND ALONE AND DESIGN ASSUMPTIONS SHOULD NOT BE MADE BASED SOLELY ON THIS SHEET. "SI:OI RO Rl ","U \ APPENDIX D: SWELL COl SOLIDATION o vI' '" Ev<lS-OSS-Em: " ~~S~ ~~~v~ R/.r:nT ~n RT ~RU : Swell-Consolidation Tes 4 I I ' Wa!tH Added I I' I I I I I I , ! I, Sv...'sll under constant pres ure due to wetting l~ 3. c; !: '" + ';- ~ .~ " :g '0 :'l ;; u 2 - 0; u 0; Q. o .1. ~ -2 100 3,000 Load (p$f) 10, 00 100,000 S ecimen Identification Bore #1, 8 Ft Classification Claystone, Silty, Sandy, Blocky. V. H rd, oist, Choc. Brown OD pc 93 Me 1:1/0 26 Date: 5/4/2006 Job #: 06-4474 Geo clmical and Structurai Engineering CASTLE ROCK ENGINEERING, INC 409 S. Wilcox Street Suite I. Castle Rock. CO 80104 Phone: (303) 638-5151 Fax: (303) 660-5243 Sl .", E1><lS-099-EOE I;~.." I;~~"d "Bl:OI SO BI ~"W 0; !> 1Il .;:. " ., ~ '5 ~ o u " ~ ~ ~ 0. I 6 . , ~ 3 2 D -1 r- Water Added -2 100 Swell. Consolidation Test ill i I I I' I i I I, 'I ill ! J~el u:der ~o~sl~nl ~r~s; we due l:l wetting 'iC7""~ Ii AI 'I "-I' I I " "'" I . ( I ! ! ! , i I ~I' I , I I ! ! i I i I ,! I I , L...--l-' I .......-r I I i I i II 500 1.000 I I 3.000 Load (psi) I'I' II II, I I I I 1'''1 I h -!- I '" I I I I ! I i I 10, OD " Bore #1.1, Ft Classification Claystone, Silty, Sendy, V. Here, M. Moist lI!:.!;c '. Specimen Identification I Dalo:! , Job#:! ..~ CASTLE ROCK ENGINEERING, INC 409 S. Wilcox Street Suite I. Castle Rock. CO 80104 Phone: (303) 688-5~ 51 Fax: (303) 660-5243 ~~~c:-nqq-lC':nr 5/4/2006 06-4474 I III' ! , I' i . 'i. I , I ! I ! I . I ! i i I ~ I ! I , :! I 100,000 DD loeft MC (%1 111 16 91 .", ! ! Goot chnicaf and Structural Engfneen"ng C;':.\~;l'L ~'J..').I;;L.J go~T !nT on roT CO" - . " Ll'''' APPENDIX E: DRAIN ROUND FOUNDATION'VALL ETAILS " E Ev2S-0S9-EOF:: ~~SR ~~~Rri Rn?:nT qn RT ~RW r APPENDIX F: PIER FOUND TIONIDRAIN SYSTEM & BACKFILL DETAILS II I' 61 .", Ev2S-0S9-F:OF: ~'J.SIi~ ~'J.':1Iil....l RT;::J:nT on ..l?!____c:::_I?'.1 .. c. , 15l BUIW<~C ffiJ - ~ I , . . p:r ~ to""~c::f ~ : i " ~>>-t ,_~C~= ,..,,"~ ='" pfl . ~~.,_'" "~ O~ -----. r---..... ."'" :--....... . ~\ ! I FLOOR 3Y 01llERS . . I ! 1'-- i I' velD 3EiJ1r'S~ ?1::M~ I i I / I / r-::A..:'s';''lG;;:: ':;';.;C :'C ','!X,;_ :,'1: l / 3/t.. TC 1-~ /2" J CJ:l.li GP...\V:L 8(TlliOD M.ONG lliE: eoTTQ~ Cf !"r:'E EXC>."ATIOtI I / i ( I , I i ! ...."~/ f\ (/ '\. '~ ~ -'-...... / al30EiW"El'l' Cf:NP .ocrED 3\C.'<f!.L I L _' :,;." i=~,:;;~::;::,'r -'~.~ ?t::l:: S:'CPE OAAN P.?E 1 i5~ i'S Foe- TO OA'UGhT oR TO .:. SlJH? ~!T i\lCl<rIU, ~D ll'E ;oUHill.iUl SHOUtL BE OISTDiED.'IlD ccuP= .lI<C iHE fl'W. GAA:lE SHOUlD BE WElL SLOPED ro ?REt:.L\IE FC~OO;:; Cf' P.AlNFIU. p.fIIG'1lON WATEil .'HJ ~ ~ElT o"w N FUUN[.I.1XlH ..:.u.s. CJ.lIilOt'I; 00 JKlf CII<E CR IIIPS)( 7liE nffil Cf' WAT'i:R ~AY FRCU fOUK0A71ON W,lLLS 'MiH seo. CG:NO OR!T.:' 1M: GAA\a AN!) F>:ll'TUh"'~ ~ .'liD S~ = .XLD CISClW(GE iN;O S?VSI' i:l= OR LONG ~. PIER FOUNDATON I i I I i I L , , , I JOB NO. I _ I DRAiN S'fSEIJ & et.c fiLL DETA:L.S CASTLE ROCK ENGlNEER./NG, lNC. O<l'''' E:l>?,c;-O!l!l-RnE: ~~sv ~~~V.-l it?? :nr ~n R'~W- . ;.4Y= ~ Structural GeowchnkalConsuUan~ CASTLE ROCK ENGINEERING 409 S. Wilcox St, Unit I, Castle R ck, CO 80104. ph 303-688-5151/fx303-660-5243 Subsurface Investiga . on and Foundation Recommen ations at QI~ 3601 Benton St. Wheatridge, Colora 0 for Saul Marquez 2891 S. Lincoln Englewood, Colorado 801 13 Issue By: Dale W. Guillen, P.E May I 7,2006 CRE Project number 06-447 " Castle Rock Engineeling Subsw'face Investigation Project no. 06-4474 TABLE OF CONTENT 1 INTRODUCTION........................................................ ............................................ 1 2 FOUNDATION RECOMMENDATIONS ................ ............................................1 2.1 DRILLED PIERS................................................... ............................................ 1 3 SITE DESCRIPTION & PROPOSED CONSTRU ION .................................. 1 4 FIELD AND LABORATORY ANALySIS............... ............................................2 5 SUBSURFACE CONDITIONS .................................. ............................................2 6 SLAB RECOMMENDATIONS ................................. ............................................2 7 SITE PREPARATION ................................................ ............................................3 8 BACKFILL................................................................... ............................................ 4 9 SURFACE DRAINAGE.............................................. ............................................ 4 10 SUBSURFACE DRAINAGE .................................. ............................................ 4 11 LIMITATIONS....................................................... ............................................5 APPENDIX A: MAP ................................................. ........................................... A APPENDIX B: LAB SUMMARy............................ ............................................B APPENDIX C: BORING LOG ................................. ............................................C APPENDIX D: SWELL CONSOLIDATION........... ........................................... D APPENDIX E: DRAIN AROUND FOUNDATION WALL DETAILS ...............E APPENDIX F: PIER FOUNDATION/DRAIN SYS EM & BACKFILL DETAILS ................................................................... ............................................ F 1 Castle Rock Engineering Subsurface Investigation Project no. 06,4474 1 INTRODUCTION Castle Rock Engineering has completed a subsurfac investigation for the subject propetiy. This report presents the results of that in estigation. The investigation was perfonned at the request of Saul Marquez i order to comply with local requirements and to detennine the allowable founda . on construction at this site. 2 FOUNDATION RECOMMENDATIONS With respect to the soil investigation performed at this te, and the intended structure as described by the client, the following is the recomme ded foundation type: 2.1 DRILLED PIERS This foundation may consist of a grade beam d concrete pIer foundation system. These drilled piers must be a minimum f 22 feet in length and must penetrate a minimum of 10 feet into bedrock. Thes piers must be a minimum of 10 inches in diameter. The maximum allowable e d bearing pressure for these piers is 25,000 psf, and there is a correspondin 2,500 psf side shear value available for the bottom portion of the pier within edrock. The minimum dead load on these piers should be 15,000 psfwhen based upon the pier end area. If water is encountered during or after drilling the iers, measures must be taken to keep the holes dry while placing concrete. oncrete may be placed by pumping it into the very bottom of the holes and rcing the water out. Casing may be required to eliminate collapsing sidewalls to minimize any infiltration of water. Piers must be poured as soon as possib e after drilling to ensure the integrity of the drilled holes. Ensure all loose mate al has been removed from the pier holes prior to placing concrete. Piers must be vertically reinforced throughout their length using steel rebar of at. least one #5/60 rebar for every 16 inches of pier cir umference, or a minimum of 3 - # 5 grade 60 rebars, whichever is greater. s rebar must extend into the foundation walls to the top row of horizontal reinfor ing. There must be a minimum 6-inch void space unde grade beams to separate the grade beam from the soil. The estimated active ca e equivalent fluid pressure is 55 pcf. 3 SITE DESCRIPTION & PROPOSED CO STRUCTION The site is vacant at this time. The existing vegeta ion consists of native grasses and weeds. It is our understanding that a single- amily residential structure is planned for construction on this site. I Castle Rock Engineering Subsurface Investigation Project no. 06-4474 4 FIELD AND LABORATORY ANALYSIS Test hole(s) were drilled in the vicinity of the pro sed structure (see Site Map) using truck-mounted power auger equipment. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater depths if needed to make bedrock detem inations. In-situ soil samples were retrieved from depths appropriate to ade ately anticipate foundation requirements. These samples were retrieved utilizi a 2-inch California sampler. These samples were returned to the laboratory r analysis. In-situ samples consist of relatively undisturbed soil. Additional oose samples may also have been brought to the laboratory in order to make a etermination of the soil types encountered at depths other than those where in-si samples were retrieved, and to indicate where changes in soil composition occur s a function of depth. Laboratory analysis consists of a determination of oisture content, density, swell and consolidation potential, and particle size dis 'bution, where possible. In order to achieve valid results, non-cohesive or hig Iy granular samples may not have been tested for swell or consolidation potential Subjective analysis of the soil conditions was also made in the field during the drilling operations. Subsurface conditions re resent the results of this investigation based upon the field and laborat ry analysis as well as our experience in the area. Investigations performed n nearby sites may also have been considered in these results. 5 SUBSURFACE CONDITIONS See the Summary of Laboratory Analysis, the oring Logs and the Swell- Consolidation Test Results for additional infl rmation. Water was not encountered during the investigation. 6 SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to e 'high' (over 5% swell with a 500 psf surcharge). These soils may not be s 'table for the construction of slabs. It must be understood that the risk of slab ovement does exist. Changes in the water content' of these soils may cause the oil to swell or shrink, which may cause movement or cracking of slabs. If movement of a slab is not acceptable, fmi hed room areas should be constructed utilizing a structural floor system ov r a crawl space. 2 Castle Rock Engineering Subsurface Investigation Project no. 06,4474 Should the owner elect to accept the risks of expan ive I consolidating soils and the effects they may have on slabs, the following h ve been shown to be helpful when constructing slabs: Slabs should bear on undisturbed natural soils, or on properly conditioned and re- compacted materials, as opposed to gravel or other materials, which may allow the migration of water below the slabs. If the on-sit soils are not acceptable, it is preferable to bear slabs on non-expansive imported aterials that are not highly granular. This will minimize the transfer and reten ion of water below the slab. Materials with a Liquid Limit below 30 and a Plas icity Index less than IS are preferred. Slabs shall be isolated from foundation components by slip joints constmcted to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanic I equipment resting on slabs must be fitted with expandable I collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls must be constructed wit 1 a minimum of 3 inches of float to allow for movement of the slab without damaging any part of the structure. All doors shall be constructed with at lea a I inch gap at floor level. It is the owner's responsibility to monitor and m . tain all floats and gaps as necessary. If additional information on float is need d, please contact this or any geotechnical office. Slabs must be appropriately reinforced to resist the icipated loads as well as the effects of the supporting soils. Floor slabs must also e scored in accordance with the American Concrete Institute (ACI) recommen ations in order to control cracking of the slab due to shrinkage or other factor. These scores should be a maximum of 12 feet apart. 7 SITE PREPARATION We anticipate that additional grading may be necessary Site preparation procedures should be performed such that the potential for s ding and ponding of water around the site is minimized. Clay soils should be kept om desiccating (drying and shrinking) by sprinkling the soils occasionally. Draina e swales or channels should be created where necessary in order to route water a ay from the excavation and construction area. 3 Castle Rock Engineering Subsurface Investigation Project no. 06-4474 8 BACKFILL The backfill placed around the foundation wa s should be methodically compacted to help reduce settlement after complet" n of construction. The top one foot of the backfill material should be relativel impervious. Basement floor and main floor framing should be constructed prior 0 the backfill process, or the foundation walls should be supported by some other neans. 9 SURFACE DRAINAGE The area surrounding the structure should be grad d so as to provide adequate drainage away from the structure. This is typically complished by utilizing a 10 percent (12 inches in 10 feet) slope down and awa from the foundation. Low spots should be filled in order to prevent accumulati n and ponding of water near the structure. Surface water running toward the structures from up around and away from the structures by means of measures. lope areas should be diverted inage swales or other similar Decorative edging should be constructed to allow ater to flow through, around or under the edging and not so as to cause damming f water behind the edging. Sprinkler systems should be constructed so as to ke structure as dry as possible. Sprinkler heads or should not be placed in, nor should they release wa 5 feet of the structure. the area within 5 feet of the other irrigation components r into, the area that is within Downspouts and sill cocks must terminate outsid of the backfill area of the structure and a minimum of 6 feet from the structu e. Downspouts and sill cocks should discharge into splash blocks that extend ell beyond the limits of the backfill. The use of long downspout extensions in-place of splash blocks is advisable. See the attached graphical representation of some 0 the above. 10 SUBSURFACE DRAINAGE Due to the presence of expansive clay minerals, chances of water damage to the structure( s), a peri structures built on this site. This drain may dayligh or may flow into a sump pit fitted with a pump. I selected, ensure that the drain opening is protected See the attached diagram(s) for a typical perimeter 4 d in order to minimize the eter drain is required for any to an exterior outfall location an exterior outfall location is Castle Rock Engineering Subsurface Investigation Project no. 06-4474 11 LIMITATIONS In any subsurface investigation, limited data is avail ble from which to fOffi1Ulate soil descriptions and generate recommendations or foundations and related construction components. The samples taken are ndicative of the subsurface materials at the time and at the location the sampl s were taken. Precipitation, seasonal changes, and excavating are just a few 0 the factors that may create changes in the composition of the site. If conditio s are encountered which are significantly different from those described in thi report, contact this office before proceeding. By acceptance of this repOli all parties agree that purpose of this report is to provide geotechnical data and foundation recomm ndations only and does not address nor was intended to address any envi nmental issues, hazardous materials, mold issues, toxic waste issues or 0 er subsurface situations or conditions other than those described within this re ort. This report is intended for the sole use of the above named client and their pproved agents. This office canno; be responsible for any conclusions or reco endations made by other parties based upon the data contained herein. 5 APPENDIX A: AP A ALL MEASUREMENTS ARE APPROXIMATE f- c.n :z o f- :z w CD L FOUNDATION TEST ,",OLES ----------- I I I T.H. : 70' 1 12' L___________ ~ U PERCOLATiON iEST riOLES n SOIL PROF!LE HCL:: PROPERTY LINE LoeA TION MAP --I Consulting E ineering CASTLE ROCK ENGINEERiNG INC. Soil &: PeTcola.tion Tils Foundation &: Se?;~c Slisti:m "sign ALLEY JCB .^lO. 06-4474 3106 3ENjGr~ Si. 'N~~~.-:-R::;GE) CO N ) '. APPENDIX B: LAB S MMARY B 0 u Q) ~ < ~ ~ :J en ~ z 0 < f= C <I: ':i: ~ a:: 0 u. Z 0 I- () ~ w ""') 0 rx: a:: ll.. 0 r::c < ..J - C ..J W - LL ~ 'W ar ~'<T =>, I'- Z''<T ;~i,'"7 (:)<0 tLlO ""') o a:: D.. i<;F' -IX <0-- ...0..... ow!:.. "'0 O~ ...u :c 0.;::-. "'C::lL 0..0- WW 0<0 :r: 0:= "'O~'" o.....<(u, :!:: == it,,"""iW (fJO> ~'<t:~:!:!:! :,~::,<<,UJ '>"'li;:'..d' ...J'o>::'. o.;J"'::~:T W~@) ==0, . ;:,~;"'O~:i :w,'> en Cl . :::!cn<("Z+"'" O...J<(lL (1)0,0:=:; W tt:O .0- <0 o N .... ~ o CO? O'l CO? <Xl " 2 "' '" Q) f- 0 Z .11' ~ g, Iii 1;; ~ u ~ OJ ~ " u ~ c' " 15 " 8 o <Xl ": '" <0 <0 '" N ~ 0 ~'" 2!: "'"" -N " rj ~i Q) ~ Z '-'- 1;) CO? ~ ii: .", Q) O'l ~ -gS f- W 0 '" x W m ~ Z Z '=u. "' a ~ >=.~ ,.:; () " z ~ 1:l.~ co- W ~ co 0 a:I .~ >,.- 0 a:I ~ C (1)0 ~ 'S ~ 0 en r.n _ 3: ,::;; "'- ~ ~ ~ ~"E e >- 0 -'" =~ m_ 0 m", >~.gUJ~~ (I). =<1, >. Q) Q.i - . t.) a)""E a: .~ al =:: (I) >- Q) > 0 co OJ W o- W ~ C g >.t5 OI u'" 1;). ..I ~8 -cO~OO-D >-> I- c.e~.Q OJ ~ ill m ctI:2co -II} (3 c (I) () g,g 0 ~o. '" '" N <3 - <3 <3 '" '" N CO? CO? <Xl .... , o N ~ r-:. o N N ~ ~ Cll APPENDIX C: BORl G LOG c SUBSURFACE INVESTIGATI N BORE LOG Depth-{FT) o Bore Hole #1 Leaend: TOP SOIL 2 MAN MADE FILL SAND, Sll TV 4 }:;: SAND, CLAYEY ~ ; ~ : SAND, WELL GRA.DED O^O _0_ 0"0 GRAVEL. .*~.~ 5 8 50/5 CLAY, HIGH PLASTIC 7 CLAYSTONE, L,P. 10 CLAYSTONE, H.P. 11 SANDSTONE 12 13 CONGLOMERATE 14 15 AUGER REFUSAL 16 X f X BLOW COUNT FOR SAMPLE 17 SL WATER LEVEl.. A.T DRILL 16 WATER LEVEL AT 24-48 --'- HOURS 19 20 PROJECT NUMBER 21 06-4474 22 24 DRILL DATE 05/04/06 23 25 27 NOTE: ADDITIONAL INFORMATION IS AVAILABLE IN THE 26 28 29 COMPLETE SOILS REPORT. 30 THIS DOCUMENT IS NOT Geotechnical and Structllfal E meering STAND ALONE AND DESIGN ASSUMPTIONS SHOULD CASTLE ROCK ENGINEERING, INC 409 S. WIlcox ::."treet Suite L Castle Rock. CO 80104 Phone: (303) 68fJ-5151 Fax: (303) 660-5243 NOT BE MADE BASED SOLELY ON THIS SHEET. APPENDIX D: SWELL CO SOLIDATION D 0; ;: rn :!; " o :;:: .. :E '0 .. " o (.) 'E '" " ~ '" c.. . . Swelf-Conso/idation Tes 4 . 3 2 .-/ :well under constant pres ure / due to wetting lo.. ~ ~, o -1 // Water /' Added I ,2 100 1,000 3,000 Load (psI) 500 Specimen Identification Bore #1,8 Ft 10 000 Classification Claystone, Silty, Sandy, Blocky, V. H rd,Moist, Choc. Brown I Date: I Job#:1 5/4/2006 06-4474 DD (Dcf) 93 I I 100,000 MC(%1 26 .'..""'- Geo echnical and Structural Engineering CASTLE ROCK ENGINEERING, INC 409 S. Wilcox Street Suite I, Castle Rock. CO 80104 Phone: (303) 688-5151 Fax: (303) 660-5243 '. 7 6 Qj 5 ;: '" + 4 ... " 0 :;:; 3 co :!1 0 on 2 " 0 U - 1 " " " ~ " 0 a. ,1 V,.... I- Water ---- Added I ,2 100 . Specimen Identification Bore #1,13 Ft Swell-Consolidation res I I I Swell under constant pre' ure due to wetting .7'........ r'... jt. 1\" 500 1,000 3,000 Load (pst) ) \.- " 1 0 000 Classification Claystone, Silty, Sandy, V. Har , M. Moist Date: I Job#:1 5/4/2006 06-4474 100,000 DO locft MC 1%1 I I 111 16 Geo echnical and Structural Engineering CASTLE ROCK ENGINEERING, INC 409 S. Wiloox Street Suite I, Castle Rock, CO 80104 Phone: (303) 688,5151 Fax: (303) 660,5243 '. APPENDIX E: DRAIN AROUND FOUNDATION WALL DETAILS E I I '~~t~~!- ..;:.'i.:':~.;:;Fii;;';. ". '0 ~ " <(::;;:{;:t):;;;; ~:; ~:; >.~.: '~./\~-;'::~'-: ::~ )'~'}'::\.<.' }~..';{-(':(::X .: -.~.::...'. ,," .: ~........' ~..~ . ,~;:\':~I,(~:'''?;': ".:~<;.'~:;:'C~; :.'.' .: ~: "...,. PRO E A MINIMUM SLOPE OF 12' IN THE FIRST 10FT. OUT FROM THE STRUCTURE ROOF GVT1ER OWNSPOUT AND EXTENSION SHOULD mEN BEYOND THE GRAVEL OR BARK MEA '~~~~j:r)Jo /1 o~ c):cq-p~ "'_"'--(1 ..... l/ --. '"" {~'---'0 v ,} JC) () C-,- '-'\.~(;':"ri) DECORATIVE j GRAVEL OR BMK WOO HO mo OR METAL EDGE WITH WEEP OR 1/2" SPACE TO THE 'REE WATER FLOW DRAINAGE AROUND FOUNDATI N WALL CASTLE ROCK ENGINEERING, INe JOB NO. '. APPENDIX F: PIER FOUN AT ION/DRAIN SYSTEM & BACKFIL DETAILS F . ~', . , ~U <J) jwaLSlCPtll 12" PER 10 fEET DO NOT DII<E I\11H SOD OR E.OONG . BAACE 'IIms TOP 00 BOTTOM PRIOR TO S,l,CI<F1WNG ~ s TOP 12" Of \lIELL COMP= BACl<,9l CONCREiI GR.ADE 8EIll ~ Fl.IJOR BY 0lHERS [).4J,(P PI1OOf1NG S 15# SUI ~'l . . '------.. - ----- YODERAiElY COMP= 8ACI<F111 VOIO Brn'r'EEli P1ERS~ POlYffiiYLENE G..UED TO 'HAll A~D EXTENDED ,\LONG lliE BOTTOM OF TliE EXCAVATION 3/J,' TO 1-1/2' aDi'1 GRAVEL ~ J,' DIA. PE.i<FORATED/FillIBl.-': PIPE SLOPE DRAIN PIPE 1/8' Pm FOOT TO DAYUGHT oR TO .1. SUMP Prf PACKFlll. AAOOND lliE FOUNDA1lON SHOUlD 8 YOISTENED).IjO COMP= ).IjD lliE FWL GRlllE SHOULD lie waL SlOP TO PREQuo€ PONDING Of RAlNF.'li. IRRlG\T1ON '/lATER ).IjQ SNOW M T AOJACOO TO FOUNDATION VlAJ.l.S. CAlIT1ON; DO NOT DII<E OR IllPEIJE lliE F1..O'II 'IIA1tR /:fAY FRaY FOUNDATlON W~_'!@i.2.9!1 EllGlNG OR DE JM: GRAI1'l ).IjD POL ~ U<JWr<:>tVU I' ).IjO SIll. SHOULD e&;HAAGE INTO SP1JSH BlOCKS OR lDNG EXTENSIONS. KFlLL DETAILS PIER FOUNDATlON I L DRAIN SYSTEM JOB NO. CASTLE ROCK ENGINEERING, INC. .. Wheat Ridge Sanitati n District 7100 W. 44th Ave. #104 P.O. Box 288 Wheat Ridge, Colorado 80034-0 88 FAX: 303,424,2280 Phone: 303-4247252 April 28, 2006 Ms. Meredith Reckert City of Wheat Ridge 7500 West 29'h Avenue Wheat Ridge, Colorado 80033 Re: 3106 Benton Street Availability of Sewer Service Dear Ms. Reckert: This letter is in response to your request for confirmation of the avail bility of sanitary sewer service for the above parcel. By supplying this information, the Wheat Ridge S nitation District is not liable for the misidentification or misrepresentation of the subject lot. The locatio of the subject lot is based solely on the description provided by the requestor, and the Wheat Ridge Sanit tion District is not responsible for the way in which this information is used or disseminated. The subject lot at the address referenced above is entirely within the oundary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated wit ,in the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District ( etro). Wheat Ridge Sanitation District facilities in this area consist of an 8-inch sanitary sewer mai located between the properties located in the limits of Benton Street and Ames Street. The sewer m n is east of the subject property and runs north to south. This parcel is subject to the assessment of both Wheat Ridge Sanitati n District and Metro tap charges. The sub-dividers and/or developers ma be re uired to extend sewer ines to their project sites and/or share in the cost of providing additional capacity to serve their proje s. In addition, you should be aware that the District requires appr al of plans for sewer main construction, sewer service connections, determination and pay ent of tap fees, as well as inspection of construction by the District's Engineer. If you have any questions, please do not hesitate to contact Ms. Sue atthews during regular office hours, 8:30 am to 12:30 pm, or Tom Repp, MARTIN/MARTIN Consulting Engineers, 303-43 1-6100. Sincerely, T:tt- 07,~ Tom Repp, EIT District Engineer MARTIN/MARTIN, Inc. C: Sue Matthews - Wheat Ridge Sanitation District Saul Marquez - 2891 South Lincoln, Englewood, Colorado 8011 TR Wheat Ridge Sanitati District i...J 7100 W. 44th Ave. #104 P.O. 50 288 Wheat Ridge, Colorado 80034-0 FAX: 303-424-2280 Phone: 303-42 7252 April 28, 2006 Ms. Meredith Recker! City of Wheat Ridge 7500 West 29lb Avenue Wheat Ridge, Colorado 80033 Re: 3106 Benton Street Availability of Sewer Service Dear Ms. Reckert: This letter is in response to your request for confirmation of the avail i1ity of sanitary sewer service for the above parcel. By supplying this information, the Wheat Ridge S 'tation District is not liable for the misidentification or misrepresentation oftbe subject lot. The locatio of the subject lot is based solely on the description provided by the requestor, and the Wheat Ridge Sani tion District is not responsible for the way in which this information is used or disseminated. The subject lot at the address referenced above is entirely within the undary and service area of the Wheat Ridge Sanitation District. Treatment of sewage generated wi in the Wheat Ridge Sanitation District is provided by the Metro Wastewater Reclamation District etro). Wheat Ridge Sanitation District facilities in this area consist of an 8-inch sanitary sewer main ocated between the properties U located in the limits of Benton Street and Ames Street. The sewer . is east of the subject property and runs north to south. This parcel is subject to the assessment of both Wheat Ridge Sanitati District and Metro tap charges. The sub-dividers and/or developers ma b r . d t xtend sewer I nes to their project sites and/or share in the cost of providing additional capacity to serve their projec . In addItion, you should be aware that the District requires appro aJ of plans for sewer main construction, sewer service connections, determination and paym nt of tap fees, as well as inspection 'of construction by the District's Engineer. If you have any questions, please do not hesitate to contact Ms. Sue tthews during regular office hours, 8:30 am to 12:30 pm, or Tom Repp, MARTINIMARTIN Consulting ngineers, 303-431-6100. Sincerely, ~EIT67.~ District Engineer MARTIN/MARTIN, Inc. c: Sue Matthews - Wheat Ridge Sanitation District Saul Marquez - 2891 South Lincoln, Englewood, Colorado 801 13 -~- J~ffi.,a' ~ ~ (~ '? (,dht:t r /)U.U!t . u TR Wheat Ridge Sanitati n District 7100 W. 44'" Ave. #104 P.O. Bo 288 Wheat Ridge, Colorado 80034- 288 FAX: 303,424-2280 Phone: 303-42 -7252 April 28, 2006 Ms. Meredith Reckert City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: 3106 Benton Street Availability of Sewer Service Dear Ms. Reckert: This letter is in response to your request for confirmation of the ava lability of sanitary sewer service for the above parcel. By supplying this infonnation, the Wheat Ridge anitation District is not liable for the misidentification or misrepresentation of the subject lot. The locati n of the subject lot is based solely on the description provided by the requestor, and the Wheat Ridge San tation District is not responsible for the way in which this infonnation is used or disseminated. The subject lot at the address referenced above is entirely within th boundary and service area of the . Wheat Ridge Sanitation District. Treatment of sewage generated w thin the Wheat Ridge Sanitation' District is provided by the Metro Wastewater Reclamation District Metro). Wheat Ridge Sanikltion District facilities in this area consist of an 8,inch sanitary sewer ma n located between the properties located in the limits of Benton Strect and Ames Street. The sewer ain is cast of the subject property and runs north to south. This parcel is subject to the assessment of both Wheat Ridge Sanit ion District and Metro tap charges. . The sub,dividers and/or developers ma be re uired to extend sew lines to their project sites and/or share in the cost of providing additional capacity to serve their proj cts. In addition, you should be aware that the District requires app oval of plans for sewer main construction, sewer service connections, determination and pay ent of tap fees, as well as Inspection of construction by the District's Engineer. If you have any questions, please do not hesitate to contact Ms. Su Matthews during regular office hours, 8:30 am to 12:30 pm, or Tom Repp, MARTIN/MARTIN Consulti 'Engineers, 303-431-6100. Sincerely, ~o~Elf'~ District Engineer MARTlN/MARTlN, Inc. .. C: Sue Matthews - Wheat Ridge Sanitation District Saul Marquez - 2891 South Lincoln, Englewood, Colorado 80 13 TR Wheat Ridge Water District DIRECTORS CLARENCE DEGENHART -FRANK STITES. JAMES MALONE. BILL 'I EF/.' DIANA KLLLEY RE: 3106BENTONSTREET WHEAT RIDGE, COLO. 80214 TO WHOM IT MAY CONCERN, This letter is to.oonfirm that water service, for the above sta the Wheat Ridge Water District and further that the Acco good standing. Respectfully, Mdl- tM Walt Pettit, District Manager Wheat Ridge Water District Apri125,2006 property, is provided by # 80106104 is current and in P.O. BOX 637 . 6827 W. 38TH AVENUE. WHEAT RIDGE.'OLORADO 800J4-0637 PHONE (303) 424-2844 . FAX (303) 423 9462 Date: _ g /27 j(Jy, I " Certificate of Occupancy or Completion c'yf ADDRI::SS: PURPOSI:: or 5TRUCTURI::: Building Department Approval: Remarks: -@~ ,"*;1.. ,..,"'\"~ .., .lljj"-.I", :'-.'\. Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: ....:.J, /\, ,. --f. (. I ; ..1 ,.. ~:( ( Ii s been requested for: ..' \ ,I _J(.... ~ ) r;, 1/ &<; "., <. 14- '/OI/l'Ir.v/r 4 fl 0 ful (j,1 1/3.5/07 f n-Jer f'rDr>1 c- . T"ffe 1-5:.