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Home My WebLink About4195 Dover StreetINSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 OcCupancy/Typee Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation/ P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/ln-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof K,17)7 Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIOI—N- NOTICE Inspection Type: oci Job Address: �UV�rZ S� Permit Number: O (J 4 ! =-::, V ,--E) ❑ No one available for inspection: Time Z% A /PM Re -Inspection required: Ye N r When corrections have been made, call for re -inspection at 303- 34-5933 Date: bdo- Inspector: DO NOT REMOVE THIS NOTICE IV � i W City of Wheat Ridge �J Residential Roofing PERMIT - 201704451 PERMIT NO: 201704451 ISSUED: 07/19/2017 JOB ADDRESS: 4195 Dover ST EXPIRES: 07/19/2018 JOB DESCRIPTION: Residential Re -roof to install OWENS CORNING DURATION STORM asphalt shingles with 50 SQ HOUSE ONLY *** CONTACTS *** OWNER (303)484-8164 RONSCAVAGE JOHN A SUB (303)422-2725 Gary Theriaque 021170 Bear Brothers Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,597.47 FEES Total Valuation 0.00 Use Tax 327.55 Permit Fee 299.40 ** TOTAL ** 626.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1., 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY .roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201704451 PERMIT NO: 201704451 ISSUED: 07/19/2017 JOB ADDRESS: 4195 Dover ST EXPIRES: 07/19/2018 JOB DESCRIPTION: Residential Re -roof to install OWENS CORNING DURATION STORM asphalt shingles with 50 SQ HOUSE ONLY 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 a le ally authorized to include all entities named within this document as parties to the work to be rm perfoed and that all w r to erformed is disclosed in this document and/or its' accompanying approved plans and specifications. Sigre of OWNER or CONTRACT R (Circle one) Date l , Oii� permit was issued bas e 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 Offiial and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Off t6g REQUESTS MUST BE MADE BY 11: 1�!NFOR ECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Tuesday, July 11, 2017 8:45 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4195 Dover St John Ronscavage 303-484-8164 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Bear Brothers Roofing Contractor's License 021170 Number (for the City of Wheat Ridge) Contractor Phone 303-422-2725 Number Contractor Email Address ap@bearbrothersroofing.com Retype Contractor Email ap@bearbrothersroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Duration Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 50 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 50 roofing material for this project Provide additional detail ,lust House here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 15597.47 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Justin Smith Email not displaying correctly? View it in your browser. C R I VA A, L§!�sl i I I July 5, 2017 7245Gilpin Way Unit 280 Denver, CO8O229 303-422-2725 Fax 303-274-2151 SUBMITTED TO: John Romscavag 4195Dover st Wheat Ridge Co. 80033 Asphalt Shingle Rmroof Upon inspection of the above nahsrenmad property, Bear Brothers Roofing, LLC recommends that the following work beperformed: I. SCOPE OF WORK —ROOF Bear Brothers Roofing, LLC shall furnish all labor, materials, and equipment required completing the following "Schedule of Work." 2.SCHEDULE OF WORK-PULLPERMIT 21 Tear off old roofing system down hothe decking and haul away. 2.2 Install 5Ueqofsynthetic felt. 2'3 Install 791f of painted metal VVvalley. 2~4 Install ice & water onall eaves. 2.5 Install 422|fofpainted metal 2x4drip edge. 2.6 Install all new pipe jacks. 2.7 Install all new roof vents, 2.8 Install 3181fofowenscoming hip & ridge shingle. 2.9 Install 50sq of owens coming storm IMPACT RESISTANT SHINGLES, 3. GENERAL REQUIREMENTS 3.1 Clean upall debris from the site. 3.2 Project to start within TBD working days of signed contract date and be completed within TBD days ofstart date orsooner weather permitting, 3.3 Customer has the right to cancel this contract with full refund within the first 72 hours mfsigning. 4. WORKMANSHIP 4.1 Bear Brothers Roofing, LLC shall complete the project in a workman like manner. 4.2 Bear Brothers Roofing, LLC shall make every effort to protect the property during the work process. 5. GUARANTEE 5.1 Bear Brothers Roofing. LLC guarantees all work to be performed in accordance with the manufacturers' requirements and/or specifications. 5.2 Guarantee shall beaafollows: Bear Brothers Two Year Workmanship Warranty Manufactures Material Warranty 5.3 Guarantee shall commence upon receipt of payment in fu||, effective as of date of completion ofproject. 6' FINAL Once Bear Brothers Roofing, LLC have completed the project awalk through with owner shall bamade prior bzfinal payment. JA2017�ohnmnscavage contract.doc July 5, 2017 7.PAYMENT TERMS 71 Payment shall bedue aofollows: Total Contact price cf$INSURANCPROCEEDS due upon delivery ofmaterials. 8due upon completion ufproject. 7.2 All insurances for Bear Brothers Roofing, LLC (includes Workmans Compensation and Liability insurance of Two Million Dollars per occurrence) are furnished for this project, 7.3 Bear Brothers Roofing, LLC proposes to perform the above "schedule" for the sum of. 8. GENERAL CONDITIONS 8.1 This Contract shall become binding only upon written acceptance hereof by the Contractor uran authorized Agent of the Contractor or upon commencement of the work. 8'2 This Contract constitutes the entire understanding of the parties and no other understanding, collateral or otherwise, shall be binding unless in writing and signed by both parties. 8.3 Bear Brothers Roofing cannot pay for orcover any Insurance deductibles. 8.3.1 Price does not include possible supplements paid hy Insurance Company. 84 Replacement ofrotten and/or deteriorated fascia boards, shingle mcdd, venb|abono, siding nrother materials, unless otherwise stated in this contract, are not included in the total cost and will becharged additionally ontime and material basis. 8,5 Any representation orother communication, not written in this Contract, is agreed to be immaterial and not to be relied upon by either party, and do not survive the execution ofthis Contract. 8'6 Bear Brothers Roofing, LLC workmen shall have access to al I building water and 110 volt electricity during the entire work project. 8.7 Owner will provide access to gates and the perimeter of all buildings on the property for stocking delivery ofmaterial. 0.8 Bear Brothers Roofing. LLC will not be held liable for any interior damage incurred during the roofing process. Or damage to driveways orwalkways and mechanical units or air conditioners, spas, etc. during the project. While we exercise the up most care and use current industry practices, the re -roofing process is inherently stressful and pobanho||y damaging to the already compromised existing roof system. The re- roofing process includes increased roof top traffic and loads, which can damage roof systems. Therefore we cannot be responsible for the watertight performance of the existing rocfingsystem during the re -roofing process. 8.9 A SERVICE CHARGE/administration #*e of 2% per month will be charged on all overdue accounts, which shall be defined as all accounts remaining unpaid atter their due date, unless otherwise specified, In the event Sellers directs the use oflegal remedies to collect payment, the Buyers agrees to pay to Sellers all costa and expenses, including legal fees, incurred in the course of collection or pendency of the action. UWA :9 11114 _01NIZ Lenny T�idrnpson Bear Brothers Roofinq, LLC i CITY OF WHEAT RIDGE Building Inspection Division % (303) 234-5933 Inspection line l/ (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rnI-1 Job Address: q R S -t— Permit Number: 70 W-5 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No,,,/ When corrections have been made, call for re -inspection at 303-234-5933 Date: Q p ' / 7' Inspector: �G '6i (! DO NOT REMOVE THIS NOTICE ivr u�r vii nvn i�: ee rau �v� ea, 021, ava nen< way WIVU',UU INSPECTION RECORD Occuoancv / T une IV INSPECTION LINE (303) 234 -5933 C � nspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. � INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB WPACE T ION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Caissons / (CEG) Concrete Ground ng or Monolithic roof / French Drain rvice Lines rvice Lines CONCRETE SLAB FLOOR Electrical (Underground) Heating (Underg R ice c Gas Piping Rough Mechanical Insulation Drywall Screw FINALS , .. %Orlml „-mil/” Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERT/FICATEOFOCCUPANCY/S/SSUED. FINAL INSPECTION BY THE BUrw iA rGDI WSION DOES NOT CONSTITUTE AUTHORIZAT /ON OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS. ISSUED PROTECT THIS CARD FROM THE WEATHER • CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 2352855 Office ` (303) 237-8929 Fax INSPECTION NOTICE Inspection Type Job Address 1, 7 Permit Number �l .rte City of Wheat Ridge / Faxed Mech. Permit PERMIT - 111183 PERMIT NO: 111183 ISSUED: 10/03/2011 JOB ADDRESS: 4195 DOVER ST EXPIRES: 10/02/2012 DESCRIPTION: Replace (2) furnaces (80 ° s) and(1) 50 gallon hot water heater * ** CONTACTS * ** owner 303/484 -8164 John Ronscavage sub 303/421 -3572 William Buras 01 -7865 Lakeside Heating & A/C ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0280 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Permit Fee 120.00 Total Valuation .00 Use Tax 90.00 ** TOTAL ** 210.00 M M Conditions: Both front and back of permit need to be posted on job site. If one or the other is not present, INSPECTION WILL NOT BE PERFORMED. Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. Subject to field inspection. 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 within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the 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 a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field i�DeAj®n. aurlarng uttrcai Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSPECTION RECORD OccugancvITvpe cy - INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. T Ho hV V ilmnanc It If INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons kPlum Stemwall / (CEG) Concrete Encased Ground ervice Reinforcing or. Monolithic ctric mbing Weatherproof/ French Drain Gas Piping Rough Mechanical Sewer Service Lines ABOVE - Water Service Lines Insulation Drywall Screw CONCRETE SLAB FLOOR Electrical (Underground) Heating ( ktt,up mu€ lImuDnn lvl Hnuu Replace FINALS HPSP i11183e (2) fLITflaee> 210.00 - Electrical Permit Fee 120.00 se ax .m0 Plumbing Mechanical PAYMENT RECEIVED AMOUNT VS 5589 210.00 Roof Auth Code: 012819 Building Final TOTAL 210.00 Fire Department --------------------------------------- R'O'W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ' * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER tie kPlum ervice INSPECTIONS TO BE SIGNED PRIOR TO PROS CITY OF WHEAT RIDGE 10/03/11 1:30 PH edha William P. Du'ra =_.ii_a4:. ctric mbing Gas Piping Rough Mechanical ABOVE Framing Insulation Drywall Screw ktt,up mu€ lImuDnn lvl Hnuu Replace FINALS HPSP i11183e (2) fLITflaee> 210.00 - Electrical Permit Fee 120.00 se ax .m0 Plumbing Mechanical PAYMENT RECEIVED AMOUNT VS 5589 210.00 Roof Auth Code: 012819 Building Final TOTAL 210.00 Fire Department --------------------------------------- R'O'W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ' * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 2011 -10 -03 07:40 LAKESIDE HEATING 3034638837 >> 3032352857 P 1/1 ♦ AI City of Wheat iclge Date — rA4 1, - - -- -- ... - -- - - - - -- ___ � 1118'3 7500 W- 29" Ave.. Wheat Ridge, Co 80033 _... _ Office: 303 - 235 -2855 . Fax: 303 - 235 -2857 _ Inspection Line: 303 - 234 -5933 Building Permit Application Use of s acesc, ration); f e.�lctc�'Tr��L7 Sq. Ft./L.Ft added: Squares ` s 5v i Plan Review (due at time of submitla /): $ Gallons ...lrvwn I rcnc I UK 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, allegations are a curet hat I hove R idge and cove to abide by ail conl restricti Pited an this application thatt I assume full responsibility for compliance with the Wheat Ridge So (ding Code (I.B.C) and an other applicabis Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE: ( O�WNER)�C:O,NTRACTOR) r PERSONAL REPRESENTATIVE of (OW ) (CONTRATOR) PRINT NAME: &, z/I /kiwi— L3/.t+QF}.S. SIGNATURE: 3 —�1 Bids Valuation; $ Credit Card Payment: Use listed on file. Print name: s / //4wA 0 Signature: Property Owner (p /ease prtno; , h O Q ,�'� c GG>, �C� G'o Phone X73 Malting Address: Of different than property addtass) 7 — Address: , City of Wheat Ridge Miscellaneous PERMIT - 060987 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060987 4195 DOVER ST Driveway replacement & ISSUED: 10/16/2006 EXPIRES: drainage improvement. *** CONTACTS *** owner 303/494-8164 gc 303/668-6541 Jon A. Ronscavage Mauro Loera 06-0193 silverbridge ** PARCEL INFO ZONE CODE: SUBDIVISION: ** R-2 UA USE: BLOCK/LOT#: R-3 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ,.-,\,';' ~,,1'?,')'1 c ,"''' ESTIMATED PROJECT VALUATION: FEES 2 72 . 1 0 Please Note: . 0 0 Ownerl'__ ..!~ Is responsible for locating property u........ <UHOUuwng improvements according to t;'. 216.00 cd Ianand . 488 . 1 0 a~v. p req~tred de.velopment slltl1dard,. .J . cr u. The City IS not responsIble for maccurate informa:;on .II) 12,000.00 ** FEE SUMMARY ** Comments: errors resulting from inaccurate information. KS: Any work w/in the city right-af-way will require a separate permit. Driveway connection to street requires a separate permit. Cannot impact drainage on neighboring property. 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 applie e Wheat Ridge Ordinances. for work under this permit.O:a~'leet to field inspection. date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan r is ~ 'eld inspections. ~ . Signa fical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. '''~' ~HE^r 1', ~ 0 - " u ~ COLORr>-OO City of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPUCATION ~"O '" , Ra 1'\ sco-.V'v...a, "- ' --t\C?S Dove..-r <;;$-b. lISnU-~~!W -Plan "Rs',iew #: f)\Oi()q~q- Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Phone:~O 'i!, - 4S+,9' (.<:.:>4 .c:, Ilva..r , S.......d'j"'- 1....... c.., Phone: -:; 63 - CO t08- "' <:>4 ( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina DeDI. Valuation Figure: $ 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 1 assume, full responsibility for compliance with the Wheat Ridge Building Code (I.B.G) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field Inspection. (OWNER),eOIlTO!""".)' SIGNEO~ Q'f2dt.uo"'mr~ATE l3fu'tas ,,5( (OWNER)(CONTRACTOR):PRINTED DATE /use of Space (description): Pnvaw~ ~ejyl<i.~e,0d::.4D,~~L~~~~ "Description of work: R<2..\'>\q.s'e, <>-~, '5" t u~~~ +C>~ UJ. c ~ ~OV\.C.eA-0 tf, "'0....<2-- OC~ d..~n<>-p\"-'~ --'-~- \R~ 5=.\O'W--".. c:~ \,}':;l Sq. Ft.adfed '2aoc 'p<b~w~t.,~~.K""'.-eLltb~ b..N-cl ~Q.., ~r"<1<Ul I ~r1."i!r.oo'i"*~TQigQ..~"""'Y~ BUILDING DEPARTMENT USE ONLY SIC: V alue:$ i 2pJX):;!: Pennit Fee:$ Plan Review Fee:$ Use Tax:$ Total: $ ONING COMMENTS: CO Y /l Approval: {/ i/ Zoning: '1-% Sq.Ft.: lRE DEPARTMENT COMMENTS: Approval: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: . Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subjectto 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 sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage probiem. (5) Contractor shall notify the Building Inspedor twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications'shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review Is subject to field rnspections. Chief Building Official DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13798 5/2/02 Property Owner: JOHN RONSCAVAGE Property Address: 4195 DOVER ST Contractor License No. . 21170 Company: Bear Brothers Roofing Phone: 431.2719 Phone: 422-2725 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit (OWNER)(CONTRACTOR) SIGNEI?)J ~ ..;JA1L/JA.~~ DAnf2-O Z- Description: RE-ROOF / TEAR OFF REPLACE ASPHALT SHINGLES Construction Value. Permit Fee: Plan ReView Fee: Use Tax: Total $7,50000 $153.25 $000 $90.00 $243.25 Use: Wi~~IID BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: --- Approval: Approval: Occupancy: Walls: Roof: Stories: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: SIC: Sq. Fl. : Residential Units: Mechanical License No : Company: Expiration Date. Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slale of Colorado and to the Zoning Regulations and Building Code 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 sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (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 water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. . The issuanc a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vioiation of the provisions e building '1de r any other ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) t UJ ~ ' ...".4 i &1 ::;, ....-.....-.-.-.0. 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I ~,...~ ~, \..I".l~ t 0 \ \ c "{ \ ~i I; "-" . ~..._ .. ---\.0' ~~\/ A--r r 0 -ro ert::. \ \ll \ \, \ \ \ s t) .,1 tl~ -\ \. ~t~ .~ (\ ~~ {'f\ r~" ~.~~ V~ !:i Ci{ ... \ i f ;it \. r \ \'-' \ \ 1 " , l...-t\t \J~ \. \ \ '\, ........... ~....,. q~\ t"6 /"J /" ./ ., / OJ ro~<<i ltote~ \~\\\~: \0 tbe , · -.... ob\e tot cCoto.\ io.atQ.s, r- . y~\ -.el'\$ t}l ~t ~ ~t\ot\ , . ,,~r- i(O'le;v. ~tt\e .. lO~ ~p' ~tc<\ o.e~e$)~~ ':S~ct\Ot\ ~ ~A ~-~ tfA~\ e tot ~ t1\"i CO a\.\O'" .~PW ...IA1\ _~'(\$\'o\l set e.,t\! \n{Ott" llJ...... ~ l1.1#.....-. 'r\t:n clltate C\~ \\~~ ~itOtt\ \~ ~ ~ce'~\\'" ~~i ; '\ "'~.... / J I \ / / ---- -~.. 9 5. 3 ----- ~-r DR..~ V E~v\j "~I +rq~ PO\J .. ~ L-. t H J~ \~4- CON DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) RtPPUOtTION ..::)""VtN \<: b Aj S'( t\ VAie- '--11'\5' $c>V1O;I2-'S"T WiL '?;0<:o-3-3 2..l110 ~eAlI..- Rt2..<>~<e.,,-;. ~C~N<L. Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Phone: 3D5 --45/-2.7/9 Company: Phone: JD3 -4Z.2..-1..72.S OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certifY that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, andallegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheal Ridge Building Code (U.B.C) and all other applicable Wheat Ridge OI:"dinances, for work under this permit. (OWNER)(CON1RACTOR)'SI~.b ~,--)av. -t., '-<---' DATE5""-z...-O 7 Description: R€ ~ J:. n-- -e A \L t:> ~ r- Construction Value:$ 7 ">7fl)- Permit Fee:$ Plan Review Fee:$ Use lax:$ Total:$ \?_<: \?\ 4.. Le.- As l'\,lt-LT .r'h ('V'11"<' 5 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (I) This pennit was issued in accordance with the provisions set forth in yonr application and is subject to the laws oflhe 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 pennit shall expire if (A) the work authorized is not commenced within si:>::ty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new pennit may be acquired for a fee of one-half the amount nOlmally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year If changes have been or if sllspensinn or nhnndnnll1enl exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) TIle issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number. Date: 13307 1/2/02 Property Owner: Property Address: 4195 Dover St Contractor License No. : 21175 Company: COLORADO WINDOW & SIDING, INC Phone: 303-431-2719 Phone. 303-471-6960 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable ea Ridge ordinances, for work under this permit. Total $18,085.00 $307.25 $000 $27128 $578.52 Construction Value: Permit Fee' Plan Review Fee: Use Tax (OWNER)(CONTRACTOR) SIGNE DATE /-,2-001. Use. Description: Replacement windows BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: ~ Approval: .........i Approval: Occupancy: Walls: SIC: Sq Ft. Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No Company Expiration Date: Approval: Expiration Date: Approval: Expiration Date' Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State of Colorado and to the Zoning Regulations and Building Code 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 sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall n the Buildin Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin9., wit c ssiv s of the job. (6) The issuance a p mit proval of drawings and specifications shall not be construed to be a permit for. nor an approval of. any violation of the provisions of IIdi c e or nce, law, rule or regulation , Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPUOfTION Building Permit Number: Date: '-II '15 -( ., /? JJ~;;l.h X<'/I-,<C".',zae .?:::bver 5-( W)",;{:-J,y..7 &' 003> Phone :f, 03 _._'1if/- ;n1'1 Property Owner: Property Address: Contractor Licen,e No.: Company: ;J;. J"..., -r- _'5-~<.l;... c Phone: (;10)) ~(71-6-?CQ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certifY that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. ~ (OWNERXCON1RACfOR): SIGNEDC y" . ' _:::::::::_'d' D.. ~' /1 !"/.~ e'cnptlOn: ^ / '._, {./ 1/.7 ,,. :;;P{&U.~ "/1,,.0> . Construction Value:$ i8 06'5= , Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ ~ DATE/-:;;-O::l. BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: A Approval: I':>. If-. I / ;;j~!7' PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing Licen,e No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This pennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colomdo or any other applicable ordinances of the City. (2) This pennit shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the natural flow ofwaler causing a drainage problem. (5) Contractor sliall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. g&f~~ector L;: mont Way 100 etan, CO 8D125 303) 4/1-6960 COLORADO WINDOW & SIDING, INC. SALES CONTRACT ONORANDEX lfiWEATH6RSHIELD INSIDE TRIM o Streamline o Anderson o 2 1/4" o 3 1/4" 3/4" Cove Pine Oak Vinyl Angle Jamb Extensions o Yes 0 Pine ~, ~ HAUL AWAY ALL TRASH UPON COMPLETION. GUARANTEE DOES NOT TRANSFER. OUTSIDE TRIM Aluminum Coil o Brick Mould o Contempra o Cedar o 1 x2 0 o 1 x6 0 1 x 4 1 x 8 BOW OPine BAY OPine STORMS o 2T o Inside o Exterior o PW o 3 Lite o Slider o S.H. SILLS OPine 80ulder 303-440-9395 East 303-343-0790 No!th 303-45 -131?! OACCENT o EXT. COLOR Adobe Ok Bronze Desert Tan Tan Vinyl Mill Primed Wood White Alum. White Vinyl Hartford Green o o o o o o o H& S BOARD o Oak ~ ~- I!l pf'.~-e , ^ t"",,- AI C ORADO WINDOW & SIDING IS NOT RE SIBLE fOR: STAIN, WOOD FILLER. PAINT, WALLPAPER, TEXTURE, UNFORESEEN ELEGRICAl OR PlUMBING PROBLEMS, WASHING W!NDQ'vV5 OR DOORs OR PRf-EXfSTING CONomONS. Any unitfs) needing repair or replacement, a doJJar amount equal to its value may be held back from the C.O.D. balance. The held back amount is due upon completion of service. . NA PHONE NO. Z<. PAY INSTALLER C.OD, s- THE UN ED AGREe-TO URCH DATE PURCHASER ~ LS 3uyers ri t to cance . as part of your home improvement contract '\lith us you are notified that: "If this agreement was solicited at lS 'our residence and you do not want the goods or services, you may This contract is subject to ancel this agreement by mailing a notice to the seller. The notice nust say that you do not want the goods or services and must be SAL _1ailed before midnight on the third business day after you sign LEAD S 1is agreement. The notice must be mailed to the above." PURCHASER =-/110+ F.~-Pr ~ A Mountain Design Group, LLC 29713 Troutdale Scenic Dr., #B-l Evergreen, Colorado 80439 (303)670-8811 (303)670-9472 (Fax) ARCHITECTURE/STRUCTURAL ENGINEERING October 31,2001 John Ronscavage 4195 Dover Street Wheat Ridge, CO 80033 Dear John: This letter serves to document our visual observations ofthe foundation repair at your residence in Wheat Ridge, Colorado on October 31, 2001. The following are the conditions at the time of our visual observations: . The existing foundation was excavated to the elevation ofthe bottom of the existing footing. . The new footings were covered by backfill. . The exterior wall had been waterproofed. . The drypack between the top of the new footing and the bottom of the original footing had been installed and was visible from the crawl space. . The new external reinforcing plates had been installed. It is our professional opinion that the foundation repair is complete and has been constructed in general conformance with the construction documents. If we can be of any further service, please call. Sincerely, ~1v;t Kenneth W. LaGreca, P.E., R.A. KWL/ml CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS October 11,2001 John and Judy Ronscavage 4195 Dover Street Wheat Ridge, CO 80033 Subject: Excavation Observation-Second Visit Residence Foundation Repair 4195 Dover Street Wheat Ridge, CO Job No. 13641 Dear John and Judy: As requested, we visited the subject site on October 10, 2001 to observe conditions in foundation excavations. A Soil and Foundation investigation for the proposed foundation repair at the subject property was prepared under our Job No. 12641, dated March 12, 2001. Foundation excavations for two underpin areas were observed as detailed in our letter dated September 20, 200 I. The existing, spread footing foundations are being underpinned near the northwest comer of the house by DRS Engineering Contractors. The three remaining underpin areas had been excavated to a depth of about 2 feet below the existing footing level. The observed underpin areas were on the southwest and northwest comers of the repair area, and an area along the north side of the residence. The excavations on the southwest comer and along the northern wall were bottomed in native soil. The excavation below the northwest comer was bottomed on severely weathered claystone bedrock. The proper depths were obtained in the observed areas. If you have any questions, please contact our firm. ...........;,,">'.,., '....;,' -. ({~'~ ~,';');? ~~~ '. .) - \ v' -, "';';'" ~ ':rlp~":,\ " Mark 1. V essely, P~~' ~. \..% ~ 'I~ ~ i; Project Engineer "r.. /~~ /ei; )1 -6,::. ,,/ "? .' '< ,,-; '.~~"'" ,."._~~" If 'S '" ~... ~G 3 copies sent SV')N ^' "''<' " ~.~:-. ':~,,",,?I' Sincerely, 1 copy to: DRS Engineering Contractors A TTN: Mike Kerker 10375 East Harvard Avenue, Suite 210 Denver, CO 80231 1 copy Faxed to DRS at 303-798-9670 DENVER 4501 Wadsworth Boulevard Wheal Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970,663.2124 WESTERN SLOPE 970.948.5803 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 20,2001 John and Judy Ronscavage 4195 Dover Street Wheat Ridge, CO 80033 Subject: Excavation Observations Residence Foundation Repair 4195 Dover Street Wheat Ridge, CO Job No. 13641 Dear John and Judy: As requested, we visited the subject site on September 19, 2001 to observe conditions in foundation excavations. We performed a Soil and Foundation investigation for the proposed foundation repairs at the subject property, our Job No. 12641, dated March 12, 2001. The existing, spread footing foundations are being underpinned near the northwest comer of the house by DRS Engineering Contractors. Two of the planned five underpin areas had been excavated to a depth of 2 feet below the existing footing level, one on the west side, south of the northwest comer and one on the north side, east of the northwest comer. The excavations were bottomed in native soil or severely weathered, sandstone/claystone bedrock, and the proper depth had been achieved in both areas. Both foundation excavations are now ready for concrete placement. We should observe the other three underpin locations after they have been completed. If you have any questions, please contact our office. ~(ieJ~ ;Ite ]. Sincerely, Reviewed by David A. Cushman Project Manager 3 copies sent 1 copy to: DRS Engineering Contractors ATTN: Mike Kerker 10375 East Harvard Avenue, Suite 210 Denver, CO 80231 Faxed to DRS at 303-798-9670 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 12818 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 9/21/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4195 DOVER ST Contractor License No. : 19681 Company: LAKE ELECTRIC Phone: Phone: 341-8275 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: 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 arid agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat Ridge ordinance f work under this permit. ~ DAT6-Z/-{j I Total: $3,900.00 $97.25 $0.00 $58.50 $155.75 (OWNER)(CONTRACTOR) SIGNE Use: Description: INSTALL 200 AMP SERVICE ON SW CORNER OF GARAGE, FEEK BACK EXISTING PANEL IN HOUSE & ADD 24 CKT SUB PANEL IN BASEMENT FOR FUTURE. INSTALL ELECTRICAL FROM GARAGE TO HOUSE UNDERGROUND. INSTALL 1" CONDUIT FOR TELEPHONE & CABLE UNDERGROUND BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: ffi~2~lJ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 19681 Company : LAKE ELECTRIC Expiration Date: 2/28/03 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of I/'v'heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building 'nsfector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 the/'ob. (6) The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions .-r;uilding or any other ordinance, law, rule or regulation. .,/ Inspector 58 -21-01 08:33A DEVREVFAX DEPARTMENT OF PLANNING AND DEVELOi':rEKT BUILDING INSPECTION LTh'E - 303-234.593: CITY OF WHEAT RIDGE 7500 "'EST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCA.TjON 303 235 2857 P.02 Building Pennlt Number: Date: Proporty Owner: ~o " "- Property Address: 4 I 95 Contractor Licel1Se No,: Company: f v...K ~ E I ~ ( ..,. yo i ( ), i:- " '-- O"Ol/N!.'RICONTRAc:tOR SlGNATUll1!: or UND!Jt.STANDING AND AC'RE!MJ:NT \, ~(....!-'1 CO u<lr Ko ~5<c- v~1-"'-(,. s'r Pilono: 303 - Phone: 303 - :7-{ ( - ~z. I S I hereby ccrtity'Cl1lt. th.~ sotback distances proposed. by this pCrtIl:t applicwoIl uc' ,::onstruction Value: ~~r a.ecunte, and do nctvio(a.tc applicable ordinances, rules orrciulations of!ht. City of Permit Fee: C(~. :)-~7 W':J.cltRidr;e cccovenants, easements OJ testrictLol1ll cire-eorlS; that all mcU'.tlcme1Xts Plan Review Fee: sb.Oval, lQd .uca:a.tiotl.l made arc ICoura.'that I have read 11111 'gt'e to abide by III eo.dido,. printOd o. tb.ls 'l'pliowoo ..d thil J ossume full mpollSibilltyfor Use Tax: <;.)'\i _ sa compliance wlt'1 the Wheat Ridl' Building Code CUB,C) md all other applicable Wh.ut RidlC Ordi.nan~s. for worK l1dcr 1hls permit . Total: (ow>W..xcmm."';OJ::,'~I~()~-<~ DAm'1-l/-b1 G A 0 Description: ~~.u P.OO o-~ ~ ~ s Lv C-V-'L.-.,J'-'\.... 6~ ,~I ~ ~ --2,~JL C-f.w.r.~ L~ t:~~~5 ~'--'..~ ~"-Z ~ ~~h9-!g;<,-,-1 L~-1.'~~. ~/J. _1._.- tr-___i -1.0 ,,~-):I, ~ ~",-<-t 'l'I("O~rLr 75tr'--. T~~ ~Cc-.~~"""'--r~ , BUlLDL"OG DEPARTMENT USE ONLY SIC: Sq,Ft.: ZONING COM~INTS: Approval: , Zoning: BUILDING COMMaNTs: Approval: PU8L.IC WORKS COMMENTS: Approval: OccLpancy: Walls: Roof: Stork: Residential Units: Electric&! Lie.use No: Company: Plumbing L~:.n'e No: C:>mpany: Mecham.cal License No: Company: EJC;liration Date: Approval: Expiration Date Approval: -, Expiration :Jate: Appray.:: (1) Tltil pmt WII lulled in I.Ccord.a.uce with thll prc-n!ioQJ Jtlt forth ic your ippliCl~b.ll. U' lJ fIl~jeet~ the tawt of the Stale ofColora.do ,e:l to til. ZOn.l.n.g 'R..f1latiOnr and B\Ii1d.inl Code. oiWhllat !.idle. Colondo oc u:.i other lppticlbte Ordic.~e.M Q.fthe CHy. (1) 'Ihi~ permit shall expin :I (A) th.e work luthoriud t. ~ot ec.n:.men.eed witb.m. sixty (&0) If (1 from. iuue date or (B) the b'.llldU::.i uthorlze~ is S\.upe4d~d:>r lbudoue.cl.f'Jr a po.'"illdof12C da.y!. (3) tftQil permit dpLnl, ,aew permit m,yt>>~q,u.ired!Oi I. f~e ofc~e.hllfthc QOw::lt nor ,a1y r~quirtd, prnvid~d t!.O chm&,~! IU"el b~~":1 or will bel ma.del in tlle cririJl,lI pII>> Lnd,pcl;ifiel.tic~ f"O.c1l.O.y s....,peI1J~ctl. ot' u&ll.doD.:l:l.cutb.uc.ot cX~ecied I:\e (l)yea.r. I! cb&r.~' b,1LVt bote. or ifS\,jJpCMioa. orabCl.donmen.t ex:eedi ~c.o(L)yec, fuR r.'!h1l.i. oo"aidforl1~wpe::mil. ,:4) Ncwodt of1ll.)'1:C.lt&!1ersb.allba do!l.tba.lIViU oll.mit :!l.tuaNtll fl~~C{'In..~C'QLuria.!; :a.lnlKeprcblcm (S' Cot.u::tor Ill&1l.AQlify th, B'.;.ilugbr,ieclortwcty..fou:(:l<l.)ll,urs.in d..u.ee ror ill In.!'' :tiou lAC. ab.all uceLve writtec lp~fOVIl Ot. inS'ilCQti~ Cltd. bef:)re proeted.ill.Jwrth!ucc.ui"'p~l.I...atl:1,job. (f,I 'The in\1Ul.cc ora. pcr.lll.tot'the "'~9roval. ordrLwinl' md.lpeei.a~:.ti.c~1 u.ill QOt be ~l Ir':rued w be \ pe:mi~ r(J~. nor Ul, apprv..a.: ef. any 't"lotaUQtl. )f tb.e ?:ovisicu ofrhe ~'li1ding c,dC3 ,:)t my ~tb.e,ardi.n;uctl. ~w,.NJ.e or re(lllalion. Chief B u:lding bs> ector CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 20,2001 John and Judy Ronscavage 4195 Dover Street Wheat Ridge, CO 80033 Subject: Excavation Observations Residence Foundation Repair 4195 Dover Street Wheat Ridge, CO Job No. 13641 Dear John and Judy: As requested, we visited the subject site on September 19, 200 I to observe conditions in foundation excavations. We performed a Soil and Foundation investigation for the proposed foundation repairs at the subject property, our Job No. 12641, dated March 12, 2001. The existing, spread footing foundations are being underpinned near the northwest comer of the house by DRS Engineering Contractors. Two of the planned five underpin areas had been excavated to a depth of 2 feet below the existing footing level, one on the west side, south of the northwest corner and one on the north side, east of the northwest comer. The excavations were bottomed in native soil or severely weathered, sandstone/claystone bedrock, and the proper depth had been achieved in both areas. Both foundation excavations are now ready for concrete placement. We should observe the other three underpin locations after they have been completed. If you have any questions, please contact our office. j}e~.J)C. e<..-{~ David A. Cushman Project Manager ~ ). Sincerely, Reviewed by Mark 1. Vessely, P. 3 copies sent I copy to: DRS Engineering Contractors ATTN: Mike Kerker 10375 East Harvard Avenue, Suite 210 Denver, CO 80231 Faxed to DRS at 303-798-9670 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 .. DEPARTMENT OF PLANNING AND DEVt:LOPMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 12463 7/12/01 Property Owner: Property Address: 4195 DOVER ST Contractor License No. : 21060 Company: DRS Engineering Contractors 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 fOf compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ L-- DATE ~/2-"/O / Description: FOUNDATION STABILIZATION Phone: 431-2719 Phone: 790-8444 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $16,326.00 $279.25 $0.00 $244.89 $524.14 BUILDING DEPARTMENT USE ONLY ---- Approval: Zoning: ----- Approval: DM Use: (01 Ie:> IS SIC: Sq. Ft.: OK- PROVIDE SPECIAL INSP. REPORT WHEN AVAILABLE. Approval: Occupancy: Walls: Roof: Stories : Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: Residential Units: Mechanical License No : Company: Expiration Date: Approval: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buitdin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire .f (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speCifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (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 water causing a drainage problem. Contractor shall notify the Building Insrector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 thel'ob. The issuance of rmit or the a provat 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building e or a yo ordinance, law, rule or regulation. (1) (2) (3) (4) (5) (6) Building Permit Number: 02-~~ Date:~ ~~' WH[~> "/ ~ " - " u ~ C'OL OR p.s::P DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION Property Owner: JOI+I--I RwSc./Tvttc.li" Property Address '(I q:s pO-tE:fL Sf. __ YJ ~I+ T (L I D4. e, CD Contractor License No.: A-PPLlS;-P Fa ~ Company: D E-N4INti:€ '" tV 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 condition" printed on this application and that I a~sume full responsibility tor compliance with the Wheat Ridge Building Code CU.RC) and all other applicable Wheat Ridge Ordinances, tor work under this pennit. Phone(rO J) '13/. '2. 7/7 Phone (10J) 7'77-C,l..99 nstructlOn /4 ~u.22 ee: Plan Review Fee: Use Tax: Total: (OWNER)(CONTRACTOR), S]GNE:'~ DATE7,-A/o/ Description: Fa lI.NO ftTl O.v Srn~ It...I1-l't-'Tfov (SEE: f>C-1T"';) BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: ~ - ,ff""'V;cJ... sre;'.{ rr5f~ ~()h ~ o-u.,.i)..{,LL ~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Stories: Walls: Roof: Electrical Licen,e No: Company: Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: SIC: Sq.Ft: Mechanical License No: Company: (I) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pennit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work or any manner shall be done that will change the natural 1101'.' of water causing a drainage problem. (5) Contractor shall notifY the Building Inspector twenty-four (24) hours in advance tor all inspections and shall receive written approval on inspection card be/ore proceeding with successive phases of the job (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit lor, nor an approval of, any violation of the provisions of the building cod r any other ordinance, law, rule or regulation Chie ~ fVO'fIN& (5~) ~ .. "Ii ,. ~f ~ 21 N: " '" ~ c N >11 3:! .!i 'S ... 0:2 III C 0::: .91 .. I&. '" Q..S .., Q..11 0:: <:is' I ::J rJJ ,-.- d.& (/d:(r/'lf./(L./ - - - - e .y ~ 4(1< I (J c .!! 1 f).1S11/i.6 F{}tJN()Ai 71 0rJ ivAJ.J.. I. PXISTIrJ6J FCO'rIJI.6, ~. .. l .!ill rJJ ~~ rf, ./ 't ,. ''.j! : I 1 /JtKr/t -~ N~ fZX)f)N~ PlJ\j~ SEfX~ OF_CO'N5}&UCTfO N -1~U- ~ ~ - INST;..u.. w~.~flt) (j) - I N$T/'.;l.!.. FDOnNqs LMEf.EiJ @ Mountain Qesign Group ~/" /'-0 -1.. r ~I ~ , ':::.,C'fJ-_t_r-', Gv (', ~ , i ~! , , -' , ~! i -->fr-. I '\,~ ; I; I ~i I ~. ~.~--w ~i I .i ! '"11 ~-, t- i I 01 ~I -.I.- r ~ rXHI B \1' )'tX Project &>fl5Gc\.~e. - 41~S" ~ ~ ~ow.il W eG\:t F-l~ c;re ,ee. 5/, tD/,Ol aJ;:./'; Client JOhn ....:So3..BI.'2.1~9 By /!L- Date 3J14(aJ Architecture Structural Engineering ( , , --!--.'--....--.- .._~-- I I ! ' . , , V'f-n-'r: .--- . "" -.-. ._-- ~ Architecture Structural En ineerin Project Rt.M S c..o..l/o. ~ e Client Sf) k", 1/ 'l~ f) &.kr f.t 5fi$~ Date }j ~ . By K L- I ! I ~: I i "---t---L!- , I .L.1:.. I \ 1 I<j 1'1 - . . [[!T' . :+111 --+ I I , I I , - , , I I I; , ,: '. , I I ":gPtt~=iflE[) I 1 ,~L- ..' """ ~~~~liP~-~ ---.:::::-:... -- .ra~_~If.1IUj;.J,fm~ ---- _~=--=~rE~. fl:-~~c7--P6?'- i~ 't< *lNS~ ---- -,fE'<xm fU.L-'r-1d=l D ~.~ _a2~~ I '_ - (t;tSE-' ~TMsltr; lLf)~~41;~~ -. ________ '___ ___ _ _ ~A5SB ~-9 J:~ ----------:.---~~ ---- ~ L.l-L__. ~_,I I I' _,_,._~_.___~_ I I ; ':_;_~ , , .- . -'--:-i ':-r~.'-~;"",- H- ;-'---": I 1-:-, -"--1--. : -l-.-!........L-: - . . ",~ Il5k.::LI,.:;,iY-C... ----I -"+T-~ __~_-i _.. ,_ .,_. .. ~ --===~=5: , f!1-0-~~~=- .,..--ottA.JL 'flb, '--J-~'l'-ft'~.-"'~. ',-.-.vrr-r-I>.L':' ,. 1I-:jC)C~.. -.jlNLL-J t::r:-v"'-,_.'Q....1LVTV. _",,^'...U""'I-. .LF'COrl/Jq. ~'I'.2:ac-, -.-C"'---i-~'- --- . .:...... _ .~..__; _.,.--1.. _i..._,__ .____.'._ I ~_ _"_..____~+._..; 4+-: -- ~~., .~~.:=-] ~.. m,L C_ ::> -.. l Ic*+~- "-'5 "-,' : i ! ~~ft:-:- .' q-Li.-#i~ ~= i : I :' .. iij. -.--- i ' I ' . I -<-_. . ' I I I ' 11 I: I ~ ! : -~~~='_: -..~~=~---- -. . r+r'-=--";':;;"~'\,~~'-j ':-::~.Y~""'~'~'I!./-/ ,1. I"~ '_,.....,; ~'/',I,.,., I.,'. . --.. .~.. 'I.f.~/..':"'~ i..:-............ ';"U .,ij./ l"-;--.,----- -"'V. //1 ,...... "- /1-1'::.,,'/>............ c--r-r-~-u .-.----- '/'~r/?F" // '(- Ui~w~.foon~~~rAJc - -- -- I: I ':_~=:::=~.:d . .' ... ........ 'JA-".,,/I.{J' 29713 Troutdale Scenic Drive, #8-1, Evergreen, CO 80439 .1 ._--:=(U_,:' ._u_ .. ,.__-;-_____,__.____ ... .......- -#-4~ ~ ''''C.s:.,'' .-,-,--.-'-.~-- ~-~3 x~.~..~.~..I;;.~t.--~~~~~;-~~~(j.L:- I ." " ._..__._.-_....c-.._,____ ~_'.-4 _____~ -~.. JJ~wfWr:/N4,.,.FO'RM:~lQE.~--.:: . .....u,(VSE su~p~.sn()~!~~1:7E7 . ;.,' I . . -'-laJ\Nav' FOOTJM:;,IO}i{.==:....G:---,=C: -- __.~~jt~ U.NDJ57U.1Z~_::::~~:'=-~ _ ...'"__.__.._.......__..._~u__~ . ... ..- -_.__...~. ....-...-..--- '-- -- .---- ...-. -----~_.~--.~------+-i --~ --.- .~...._-_.-_....-- -----'-' _ .__. ....~_ ....--l (303) 670-8811 Fax: (303) 670-9472 RONSCAVAGE FOUNDATION REPAIR GENERAL NOTES 1. Live Loads Used in Design: A. Roof 1. Roof live load (Prl...........................................................................................30 psf B. Floor(s) I. Typica1live load............................................................................................ .40 psf 2. Contractor is to conform to the foUowing Design Standards: A. Uniform Building Code 1997 Edition ,/,~z. In I B. ACI Building Code 318-95 ':J /"11/ C. AISC Manual of Steel Constmction 9th Edition 3. Foundations: (for spread footing foundations) A. Soil data was taken from recommendations set forth in Report #13,641 by Church & Associates. Inc. dated 3/12/01. See soils report for complete information. Mountain Design Group, L.L. C. disclaims any responsibility for the accuracy of the soils investigation and the interpretation of that data. 4. Concrete: A. All concrete shaH be made with stone aggregate and shaU develop 3000 psi 28 day compressive strength using Type II cement. B. All reinforcing bars shaU be ASTM A615, Grade 60, except ASTM A706 shaU be used where field bending of reinforcing is shown, unless otherwise noted. C. Concrete Protection for Reinforcement: 1. Concrete poured against earth....................................................3. 2. Concrete poured in forms but exposed to weather or earth a. #5 bar and smaller .................................................................1-1/2. 3. Grade beams, beams, girders. colunms ...........................................1-1/2. D. No splices of reinforcement shall be made and no welding to reinforcing shaU be permitted except as detail<:d or authorized by the Structural Engineer. E. Detail bars in accordance with the latest editions of ACl Detailing Manual and ACl Building Code Requirements for Reinforced Concrete. F. Provide all accessories necessary to support reinforcing at positions shown on the plans. All dowels, bolts, and embedded plates shall be set and tied in place before the concrete is poured. G. No chloride admixtures shall be added to concrete without Structural Engineer's approval. H. Eight percent (8%) air entrainment shaU be added to all concrete permanently exposed to the weather. I. Concrete shall not be allowed to remain in the concrete truck longer than 90 minutes when the air temperature is under 90 degrees or 60 minutes when the air temperature is above 90 degrees. T. Concrete Placement in Cold Weather: I. Footings are not to be poured on frozen subgrade. 2. Concrete forms shaU be free of frost and ice. 3. Concrete may be poured with no protection if the air temperature is greater than 400 Fahrenheit. 4. If the air temperature is forecast to be between 250 and 400 Fahrenheit, the forms shall remain in place and insulating blankets shall be placed over the forms for a minimum of three days. 5. No concrete shall be poured if the air temperature is below 250 Fahrenheit. 6. The concrete shall have a temperature of 650 Fahrenheit if the air temperature is between 150 and JO" Fahrenheit. The concrete shall have a temperature of 600 Fahrenheit if the air temperature is above 300 Fahrenheit. 7. Type E water reducing accelerating admixture that meets the requirements of ASTM C494 is allowed to be used. 5. Steel: A. All structural steel shall be as foUows unless noted otherwise on the drawings: I. Channels, angles, and miscellaneous plates: ASTM A36 I /JSIOE ~ A51M "-5/!RJ O,{r~ Ice B. Structural steel shall be detailed, fabricated and erected in accordance with'the 9th Edition of AISC 'Manual of Steel Construction. . C. All welders shall have current evidence of passing the A WS standard qualification tests. D. Minimum weld size shall not be less than 3/16' continuous fillet weld, unless noted otherwise on the plans. 6. Grading around structure shall ensure positive drainage away from stmcture on all sides. 7. Epoxy shall be Hilti C I ()() or approved equal unless noted otherwise and be installed per the mannfacturer's recommendations. 8. The Structural Engineer's approval must be secured for all substitutions. 'l. 'file structural drawings and notes represent the finished structure. They do not indicate the method of construction. For this reason, during erection of the building and/or the demolition of the building or portions of the building, the Contractor sball be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, excavations, shoring, stockpiles of materials and equipment, in addition to any woIker safety requirements. Such bracing sbalI be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 10. Discovery: A. During construction, the Contractor may encounter existing conditions or dimensions which are not now known or are at variance with project documentation (discovery). Such conditions may interfere with new construction or require protection and/or support of existing woIk during construction, or may consist of damage or deterioration to the structural materials or components which could jeopardize the structural integrity of the building(s). B. It is the Contractor's responsIbility to immediately notify the Structural Engineer of any discovery he or she believes may interfere with the proper execution of the work or jeopardize the structural integrity of the building(s) prior to proceeding with work related to such discoveries. I I. Drawings sbalI not be scaled If in doubt, ask. 12. Where discrepancies occur between plans, details, or notes, the more stringent requirements sbalI govern. Details noted "typical" sball apply to all similar conditions. Where no specific details are shown, construction sball conform to similar woIk elsewhere on the project. 13. All drawings are subject to review by the building department, and any changes or modifications may be subsequently imposed. 14. The Contractor is responsIble for the design ofany stair or guardrail detail and/or element not reviewed and approved by the Structural Engineer. 15. All information, written and drawn, which appears herein is the woIk of Mountain Design Group and sball not be duplicated, used, or disclosed without the written consent of Mountain Design Group. 16. Special Inspection per UBC Sections 106 and 170 I sbalI be provided by an independent testing agency contracted by the Owner for the following types of work: A. All cast-in-place concrete woIk and reinforcing placement, except non-structural concrete B. All bolts and embedments in concrete C. All shop and field welding I. All welds sbalI be visually inspected. 2. Fillet welds shall be checked by magnetic particle method (ASTM 109). Check 10010 at random. The Owner may elect to perform the minimum special inspection(s) as required by the Building Department at hislher option and hislher potential risk. CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS May 1, 2001 Mountain Design Group, L.L.C. ATTN: Kenny LaGreca 29713 Troutdale Scenic Drive, Suite B-1 Evergreen, CO 80439 Subject: Minimum Dead Load Clarification Residence Foundation Repair 4195 Dover Street Wheat Ridge, CO Job No. 13641 l.. Dear Kenny: As requested, we are responding to your question on this date regarding minimum dead loads. We perfon oed a Soil and Foundation investigation for the proposed foundation repairs at the subject propery, our Job No. 12641, dated March 12,2001. Our report recommended a maximum allowable bearing pressure of 2500 to 3000 pounds per square foot (I'SF) for the underpin foundations, with a minimum dead load pressure of 500 to 1000 PSF. We believed that providing a range of values would help in the design, but we understand it has caused confusion. This letter is to confirm our telephone conversation on this date that using a minimum dead load pressure 500 PSF is acceptable. If you have any questions, please contact our office. ~{).t?~_ /u. /: t.li Sincerely, Reviewed by David A. Cushman Project Manager Mark J. Vessely, P. 2 copies sent 1 copy to John and Judy Ronscavage 4195 Dover Street Wheat Ridge, CO 80033 Faxed to Mountain Design Group at 303-670-9813 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 DE NVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 JOB NO. 13641 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS SOILS AND FOUNDATION INVESTIGATION EXISTING RESIDENCE 4195 DOVER STREET WHEAT RIDGE, COLORADO Prepared for: JOHN AND JUDy RONSCA V AGE 4195 DOVER STREET WHEAT RIDGE, CO 80033 MARCH 12, 2001 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 TABLE OF CONTENTS SCOPE 1 CONCLUSIONS 1 EXITING CONSTRUCTION AND DISTRESS mSTORY 1 SITE CONDITIONS 2 INVESTIGATION 3 SUBSURFACE CONDITIONS 3 FOUNDATION REMEDIATION 4 LATERAL LOADS 5 SLAB-ON-GRADE CONSTRUCTION 6 SUB SURF ACE DRAINAGE 6 SURF ACE DRAINAGE 7 LIMITATIONS 7 FIGURE 1 - SITE PLAN AND LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURES 3 - 5 - SWELL-CONSOLIDATION TEST RESULTS SCOPE This report presents the results of a forensic soils and foundation investigation for an existing single-family residential structure, located at 4195 Dover Street, Wheat Ridge, Colorado. The purpose of our investigation was to evaluate subsurface conditions and to prepare geotechnical soil and foundation recommendations with respect to proposed repairs to the structure. The report includes a description of soil and ground water conditions encountered in the exploratol)' boring, recommended repair foundation system, allowable soil pressures, and recommended design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratol)' investigations as well as our experience. A summaI)' of our findings and recommendations is presented below. CONCLUSIONS 1. Subsurface conditions encountered in our test boring consisted of 6 inches of topsoil; underlain to a depth of 4 feet by fill comprised of moist, loose to medium dense, clayey sand to sandy clay which contained some claystone pieces and gravel; underlain to 7 feet by moist, vel)' stiff to hard, silty, sandy clay; underlain to 18 feet by moist, medium hard to hard, claystone/sandstone bedrock; underlain by moist, vel)' hard, sandstone bedrock that extended to the maximum depth explored of20 feet. 2. Free water was not encountered at the time of drilling, and the boring was dl)' when checked 15 minutes after drilling. When the boring was checked 2 days after drilling, water was measured at a depth of 13 feet and the boring was caved at a depth of 18 feet. 3. An underpinning scheme utilizing spread footings was proposed prior to our investigation, and based on our results this is a viable approach. We recommend extending new spread footings to native clay soils, below the fill, as part of the remediation. The new footing foundation system can be designed for a maximum allowable soil bearing pressure in the range of 2500 to 3000 pounds per square foot (PSF), with a minimum dead load pressure of 500 to 1000 PSF. Design and con- struction criteria are given in the body ofthe report 4. We recommend the establishment and maintenance of positive drainage down and away from all foundation walls as part ofthe remediation. EXISTING CONSTRUCfION AND DISTRESS HISTORY At the time of our investigation, a single-family residence existed on the site. We understand the house was built in 1951, and that the present owners have lived in the house since 1972. The house is a Soil and Foundation Investigation Job No. 13641 Page 2 one-story masonry structure supported on spread footings with a partially finished basement and an unfinished basement portion on the north end that is about 5 feet high. The owners reported that the structure was relatively stable since 1972, but that in the last 2 years movement and cracking has been noticed and monitored. Cracking of the foundation walls and the interior and exterior of the structure has occurred, and is concentrated at and near the northwest corner of the structure. The worst cracking is at the northwest corner, but cracks extend to the east to near the northeast corner and to the south to past a jog in the structure north of a patio on the west side. A large tree reportedly used to exist near the northwest corner. The owner has improved drainage near the house by moving sprinklers away from the building and extending downspouts. A detached garage located west of the house is in good condition and no significant cracking was observed. The ground surface in the neighborhood slopes to the northwest. It appears overlot grading modified the ground surface during the initial development, including filling in a large ravine two lots to the west of the property, and creating fairly level "stair-step" lots on the street. The lot to the north is several feet lower than the subject lot, and the lot to the west is 6 to I 0 feet lower. It appears the south and east sides ofthe house may be supported on native soil and possibly bedrock, while the north and west sides may be supported on fill, like the northwest corner. The effect of this is discussed in further detail later in the report. SITE CONDmONS The site is located in an established residential area of Wheat Ridge, Colorado. The locations of the exploratory borings and existing building are indicated on Figure 1. The site is currently occupied by a single-family house with a detached garage. The lot has a very gentle slope to the west at about 1 %. The ground surface around the house is covered with an irrigated lawn, with some landscaped beds, trees, and bushes. Soil and Foundation Investigation Job No. \364\ Page 3 INVESTIGATION Subsurface conditions were investigated by drilling one exploratory test hole (TH-I), at the loca- tion presented on Fib'Ure 1. The boring was advanced using a 3-inch diameter continuous flight solid stem auger powered by a "mini-sneaker" drilling rig. A log of the soils encountered is presented on the Log of Exploratory Boring, Figure 2. Samples were taken at selected intervals at and below the footing level, estimated to be 2.5 feet below the ground surface. Samples were obtained using a California Sampler. A California Sampler is a 2.5-inch outside diameter by 2 inch inside diameter device. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches can be evaluated, and gives an indication of the consistency or rela- tive density of the soils. The mini-sneaker drill rig uses a 70-pound hammer to drive the sampler instead of the standard 140-pound hammer, and the resulting blow counts are higher than expected with a standard 140-pound hammer. The blows recorded during sampling should be divided in half when evaluating the penetration tests. The results of penetration tests and logs of the soils encountered are pre- sented on the Logs of Exploratory Borings. Samples were returned to our laboratory where they were visually classified and testing was assib'Iled to evaluate the properties of the soils. Laboratory testing results are presented on Figures 2 through 5, and consisted of natural moisture and density detenni- nations, swell-consolidation tests, and percent finer than the No. 200 sieve analyses. SUBSURFACE CONDITIONS Subsurface conditions encountered in our test boring consisted of 6 inches of topsoil; underlain to a depth of 4 feet by fill comprised of moist, loose to medium dense, clayey sand to sandy clay which contained some claystone pieces and gravel; underlain to 7 feet by moist, very stitT to hard, silty, sandy clay; underlain to 18 feet by moist, medium hard to hard, claystone/sandstone bedrock; underlain by Soil and Foundation Investigation Job No. 1364 I Page 4 moist, vel)' hard, sandstone bedrock that extended to the maximum depth explored of20 feet. The sandy and clayey fill and native soils had a low swell potential. Swell-consolidation testing performed on a samples of vel)' sandy clay fill from a depth of 2.5 feet indicated the material had a vel)' low swell potential, with an expansion of 0.1 percent when wetted under a surcharge pressure of 1000 pounds per square foot (PSF). Samples of slightly sandy to sandy clay from depths of 4.5 and 6.5 feet had a low swell potential, with expansions of 1.1 and 1.3 percent when wetted under a surcharge load of 1000 PSF. Free water was not encountered in our test boring during drilling, and the boring was dl)' when checked 15 minutes after drilling. When the boring was checked 2 days after drilling, water was measured at a depth of 13 feet, and the boring had caved at 18 feet. FOUNDATION REMEDIA nON Due to the observed distress, the structural engineer for the project, Kenny LaGreca of Mountain Design Group, has proposed a repair scheme consisting of underpinning the affected area. The purpose of our investigation was to provide subsurface information as a basis for this repair. It appears that the northwest comer, and the north and west side of the house for an undetermined extent, is founded on fill soils. From the observed distress, settlement appears to be occurring and causing cracking. The majority of the house is not affected, so the repair will be limited to the northwest comer area. Without performing borings in other areas, we cannot be certain what the rest of the house is founded on. It may be native, stiff clay or claystone / sandstone bedrock, or a combination of the two_ The fill sampled did not appear to have an excessively low density, nor did our sample exhibit a high consolidation when wetted and loaded. The fill and native soils have a low swell potential, but the damage does not appear to be the result of soil expansion. The soil evidence therefore does not suggest an exact cause of the settlement but does provide a background upon which to design repairs. The planned underpinning should alleviate the structural movement and cracking. [n order to help further determine the cause of the distress, we recommend interior test pits be dug at the northeast comer .".-..,,,......,,:,.-<... . Soil and Foundation Investigation Job No. 13641 Page 5 of the house and at selected intervals along the north and west walls during the repair to determine what materials the existing footings bear on in the distressed area. We recommend new footings be founded uniformly on native clay soils, below any fill. The additional test pits will provide additional clues regarding subgrade soils and possibly other factors in the distress such as decaying tree roots below footings. The spread footing underpin foundation system should be supported by the native clayey soils encountered on the site, and new footings should be designed for a maximum allowable soil bearing pres- sure in the range of 2500 to 3000 pounds per square foot (PSF), with a minimum dead load pressure of 500 to 1000 PSF to help resist uplift pressures from potentially expansive soils. We recommend construc- tion with a spread footing foundation system designed and constructed to meet the following criteria. 1. All footings should be supported by undisturbed native soils. If the soils are disturbed, the subgrade should be compacted or the footings should be extended to undisturbed soils. We recommend observation ofthe footing excavations by our firm to confirm footings are supported by suitable material. 2. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads that support columns. Larger sizes may be necessary depending on the load of the structure. If smaller sizes are needed to achieve the required minimum dead load pressures, we should be consulted to evaluate the change. 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. Reinforcement adequate to span an unsupported length of 10 feet is recommended, or as specified by the structural engineer. 4. Footings must be protected from frost action. Footings should be covered with a minimum of3 feet of soil for frost protection. The open excavation for the footings should be observed by a soil engineer to confirm footings are bottomed in suitable soil. LATERAL LOADS No new below grade construction is planned, and information is provided for general guidance. Below grade walls must be designed to resist lateral loads. We recommend designing the walls with an Soil and Foundation Investigation Job No. 13641 Page 6 "active" equivalent fluid pressure of 50 pounds per cubic foot (PCF) where the walls can deflect, an "at rest" equivalent fluid pressure of 55 PCF where the walls are restrained, and a "passive" equivalent fluid pressure of 320 PCF. A coefficient of friction of 0.35 should be used for sliding resistance of the base of the footings on the natural soil for mass concrete. These pressures assume a level backfill surface, and do not include any surcharge loading or hydrostatic pressure. Soil backfill should consist of onsite soils moisture conditioned to the Optimum Moisture Content (OMC) or above, and compacted to at least 90 percent of the maximum standard Proctor dry density, per ASTM D698 (MPD). SLAB-ON-GRADE CONSTRUCIION No new slabs-on-grade are planned, and information is provided for general guidance. The soils at the site have a low expansion potential at their present moisture content, allowing the use of slab-on- grade construction with a low risk of movement due to expansive soils. Slabs should be constructed as "floating" slabs, and not tied to the structure in areas of expansive soils. If new floor slabs are planned, we should be consulted for additional information. Prior to slab construction, we recommend the slab subgrade be compacted to a minimum of 95% ofMPD, at the OMC and above. New structural fill, if needed, should be a relatively impervious, granular soil, such as a silty to clayey sand, compacted as above. SUBSURFACE DRAINAGE Water levels were not measured within 13 feet of the surface, and we believe ground water should not be a concern for the repair. The existing construction does not appear to have a subsurface drainage system, and "wet basement" problems were not reported. If information on subsurface drainage is needed, our office should be contacted. Positive exterior surface drainage should be established and maintained as part of the planned repairs in order to limit the amount of water reaching foundation soils. Soil and Foundation Investigation Job No, 13641 Page 7 SURFACE DRAINAGE Performance of the foundation soils is, to a large degree, influenced by water controlled by surface drainage. Roof downspouts must not discharge below grade. We recommend the following precautions be observed during construction and be maintained at all times after the structure is repaired. 1. Excessive wetting or drying of the open foundation excavations should be avoided as much as possible during construction. Drying of clayey soils will increase the swell potential of the materials, and must be avoided by covering subgrade soils with plastic during construction. 2. The ground surface surrounding the exterior of the structures should be sloped to drain away in all directions. We recommend a minimum slope of 12 inches in the first ]0 feet. 3. Backfill around the foundation walls should be moistened and compacted to at least 90 percent of the MPD (95 percent under structural areas)_ Any settlement of backfill around the structures, which occurs after construction, should be immediately repaired to avoid the risk of surface water entering the foundation soils. 4. Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS The boring was located to obtain a reasonably accurate foundation picture to assist in the foundation repair, but variations in subsoil conditions not encountered in the boring are always possible. We recommend foundation excavations be observed by a representative of our office during construction. The cost of these services is not included in the report. If we can be of further service in discussing the contents of this report, or in the analysis of subsurface conditions on the design of the structures, please call. .fJ~ u. tf~-..-- . ~}::~~:;:~~;~~:;~i:'~;:::~~ ReViewed by C ..../::.... -, .." '., /_"~t\ h ("\, -, <" \\. /k jLJ.:ij1" :"." '}, ';:' --r ...' . .. J ^ ,!.. /... \'::; 't\ L-~' .$ <~ !'l ,- . J' I',. ,', --',...i MarkJ. Vessely,p,~t~0~.,::J?~f/ : ~,::::j:J"~~;~~i,r CHURCH and Associates, Inc. David A. Cushman Project Manager MJV/dac 3 copies sent 1 copy to Mountain Design Group, Attn: Kenny LaGreca 29713 Troutdale Scenic Dr., Suite B-] Evergreen, CO 80434 Faxed to 303-670-9472 DISTRESSED RESIDENCE 4195 DOVER STREET WHEAT RIDGE, COLORADO TH-Ie COVERED PATIO BRICK GARAGE JOB NO. 13641 DRIVEWAY BRICK HOUSE SITE PLAN AND LOCATION OF EXPLORATORY BORING TO DOVER STREET COVERED PORCH SCALE 1" = 20' '" FIGURE 1 TH-1 0 0 EXISllNG FOOTING LEVEL . - - . - - . . .. .. .. . . . WC~10.1 . .. .. .. .. .. .. . - - . . 30/12 00~102 -200-53 WC-10.1 5 57/12 00-102 5 -200-53 WC-10.1 45/12 00-102 ffi -200-53 tu w u.. , 100/5 , ~ 10 10 ~ w w C c 2 - 15 10014 15 20 EXPLANATIONS: ~ TOPSOIL, 61NCHES ~ FILL, SAND, CLAYEY TO CLAY, SANDY, CONTAINS CLAYSTONE PIECES AND GRAVEL, MOIST, LOOSE TO MEDIUM DENSE. BROWN n CLAY, SILlY. VERY ANE SANDY. MOIST, VERY L;J SllFF TO HARD. GRAY. YELLOW-BROWN 30/12 INDICATES THAT 30 BLOWS OF A 70 POUND HAMMER FALUNG 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH 0.0. SAMPLER 12 INCHES. THESE BLOWS ARE APPROXIMATELYlWICE THOSE EXPECTED WHEN USING A STANDARD 140 POUND HAMMER. INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRIWNG THE MEASUREMENT WAS TAKEN INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRIWNG THE MEASUREMENT WAS TAKEN 2 - ~ 2 - 2 10011 , NJR 20 i ClAYSTONE/SANDSTONE BEDROCK, SILlY, WEATHERED. VERY WEATHERED TOP 3 FEET. MOIST, MEDIUM HARD TO HARD, YELLOWIORANGE. OLIVE. BROWN ~ SANDSTONE BEDROCK, MODERATE CEMENTATION, MOIST. VERY HARD, GRAY, YELLOW-BROWN 1. THE EXPLORATORY BORING WAS DRILLED ON 2-19-2001 USING A 3-INCH DIAMETER CONTINUOUS FUGHT AUGER POWERED BY A MINI-SNEAKER DRIWNG RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILUNG. AND THE BORING WAS DRY WHEN CHECKED 15 MINUTES AFTER DRIWNG. 3. WC = WATER CONTENT (%) DO = DRY DENSITY (PCF) -200 = PERCENT OF ANES PASSING THE NUMBER 200 SIEVE. NOTES: LOG OF EXPLORATORY BORING JOB NO. 13641 FIGURE 2 8 7 6 5 5 4 .- r/} ~ 3 ~ ~ 2 I :::R 0 c:> -1 -2 = 0 -3 .- r/} r/} i -4 U -5 -6 -7 JOB NO. 13641 - EXPANSION UNDER CONSTANT PRESSURE DUE TO WEITING ....... ........ , ...... I'-- 1\ "- I"-. ~ ..... -8 0.1 I 10 100 APPLIED PRESSURE - ksf Sample of Fill- Clay, v. sandy TH-I at 2.5' Natural Dry Unit Weight = 102 PCF Natural Moisture Content = 10.1 % SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 8 7 6 5 t:: 4 0 .- <Zl !il 3 ~ u.l 2 1 ~ 0 0 -I -2 t:: 0 -3 .- <Zl <Zl ~ S' -4 0 U -5 -6 -7 JOB NO. 13641 EXPANSION UNDER CONSTANT - PRESSURE DUE TO WETIlNG -- ........ " ........... ~ ...... "- "-I -8 0.1 1 10 100 APPLIED PRESSURE - ksf Sample of Clay TH-l at 4.5' Natural Dry Unit Weight = 104 PCF Natural Moisture Content = 21.1 % SWELL - CONSOLIDATION TEST RESULTS FIGURE 4 1 EXPANSION UNDER CaNST ANT - PRESSURE DUE TO WETIING r--- 1"---...."- """ ......... "- , 8 7 6 5 S 4 -~ 0. 3 >< >1.1 2 ~ 0 -1 -2 = o ';1 -3 '" ~ ~ -4 o U -5 -6 -7 -8 0.1 1 10 100 APPLIED PRESSURE - ksf Sample of Clay, sandy TH-l at 6.5' Natural Dry Unit Weight = 105 PCF Natural Moisture Content = 21.8% JOB NO. 13641 SWELL - CONSOLIDATION TEST RESULTS FIGURE 5