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Home My WebLink About3885 Urban StreetFrom: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Air Conditioner/Evaporative Cooler Permit Application Date: Monday, September 27, 20219:49:44 AM Air Conditioner/Evaporative Cooler Permit Application This application is exclusively for AIR CONDITIONER OR EVAPORATIVE COOLER. YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is this a new install or Replacement of Existing Unit replacement for an existing AC unit? Is this Residential or Residential Commercial? Property Address 3885 Urban st Property Owner Name Barb McReynolds Property Owner Phone 303-903-6060 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email barbmcreyn@aol.com Address Attach City of Wheat wheatridae oavment form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business controlling systems Name Contractor's License 018486 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-762-1421 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email permits@controllingsystemsco.com Address Retype Contractor permits@controllingsystemsco.com Email Address DESCRIPTION OF WORK What type of Air Conditioner replacement unit are you installing? How many tons is the 4 unit? For AC - what is the 13 SEER? For Evaporative Coolers, what is the CFMs? Where is the unit ground located (for example, rooftop, backyard on ground etc)? Is electrical needed for No re -hook? Project Value (contract 9185 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for lames Permit Email not displaying correctly? View it in your browser. ' City of Wheat Ridge _A Residential Roofing PERMIT - 201705684 PERMIT NO:, 201705684 ISSUED: 08/08/2017 JOB ADDRESS: 3885 Urban ST EXPIRES: 08/08/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Vintage asphalt shingles - 69 sq *** CONTACTS *** OWNER (303)472-1627 MCREYNOLDS BARBARA J SUB (303)466-7386 Bob Bellitt *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: UA / Unassigned 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31,980.00 FEES Total Valuation 0.00 Use Tax 671.58 Permit Fee 522.55 ** TOTAL ** 1,194.13 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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. Sol -105&74 INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE- (303) 234-5933 _. :.4 4 +ho nnhnn farm hafnrP A a -m. the day of the inspection ucculpanc // ype 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 Inspector Comments Date Initials Rough Inspections Pier Concrete Encased Ground (CEG) Comments Foundation / P.E. Letter Do Not Pour Concrete Prior 10 Approvai yr I ne r%UVVV 11��Nc.,�.v.., Inspector Comments Underground/Slab Inspections Date Initials Electrical Sewer Service Plumbing 11 ...vp Inspections Do Not Gover unaer rouna yr oe"uvv" �-.Ja., ww' - - Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof _ Lath / Wall Tie Rough Electric ` — Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail spections Date Inspector Initials Comments ping Parking /Planning Dept. EROW 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. 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 Ar�nr l of the Fi„ai Ri ildina 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 City of Wheat Ridge Residential Electric PERMIT - 201707537 PERMIT NO: 201707537 ISSUED: 09/21/2017 JOB ADDRESS: 3855 Urban ST EXPIRES: 09/21/2018 JOB DESCRIPTION: 200 amp service and two roof top reconnect *** CONTACTS *** OWNER (303)947-8534 RALPH S RICE TRUST SUB (720)260-1366 Richard Vasquez 120042 Richie Rich Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. 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 tfbe 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 thisermit. I fu h attest that I am legally authorized to include all entities named within this document as parties to the work to be performe at 11 w rk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. _12 r Signature of OWNER e+K,,�P�`PF�CTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 andprocedures 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, 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. Q Signature o wilding Offi`ct'aY"b Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Rj�ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits( c.�ci.wheatridge.co.us FOR OFFICE USF ONLY Date: Add to Permit # �1 "�+fir"/I 3� Building Permit Revision/Amendment Application 15�. "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner Property Owner Email: Mailing Address: (if different than property address) Address: State. Zip: Phone: Contact Person: C° 'L Phone: Contractor: �,� �L � et Qt L `� �� ✓ t �-- Contractors City License #: Contractor E-mail Address: Phone: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: 4 'A'a? Sq. FULF Amps Btu's Squares Sc/ (-/ ,c (EL_ � � �<< , Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED PRINT NAME: � 1" L, \ , %(� ,< kc,-_ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE O of (OWNER) (CONTRACTOR) DATE: 4 OCCUPANCY CLASSIFICATION,- Building LASSIFICATION: Building Division Valuation: $ ( f A i CITY OF WHEAT RIDGE r - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time ? AM/" Re -Inspection required: Yes No' When correctio17�been made, call for re as at 303-234-5933 Date: l Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IN SPECTION NOTICE Inspection Type: Jd 6 Job Address: 3 Permit Number: 0 L LlNo one available for inspectio-a- Time AM/PM Re -Inspection required: Yes No When correct' ns have been made, call for re e--iinspecctiioon at 303-234-5933 Date: �% Inspector:_ �/7 DO NOT REMOVE THIS NOTICE ► A . City of Wheat Ridge Residential Roofing PERMIT - 201705684 PERMIT NO: 201705684 ISSUED: 08/08/2017 JOB ADDRESS: 3885 Urban ST EXPIRES: 08/08/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Vintage asphalt shingles - 69 sq *** CONTACTS *** OWNER (303)472-1627 MCREYNOLDS BARBARA J SUB (303)466-7386 Bob Bellitt 018626 Arapahoe Roofing & SIM *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31,980.00 FEES Total Valuation 0.00 Use Tax 671.58 ow Permit Fee 522.55 ** TOTAL ** 1,194.13 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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. A o City of Wheat Ridge ®- Residential Roofing PERMIT - 201705684 PERMIT NO: 201705684 ISSUED: 08/08/2017 JOB ADDRESS: 3885 Urban ST EXPIRES: 08/08/2016 JOB DESCRIPTION: Residential Re -roof to install Tamko Vintage asphalt shingles - 69 sq I, by my signature, do eby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building c s, and all applicabl municippal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner e property and a thorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I fu est that I am 1 y authorized to include all entities named within this document as parties to the work to be performed and tAAI work to be p rmed is disclosed in this document and/or its' acfomyanying approved plans and specifications. Signatur6 of OWNER or CONTRACTOR (Circle one) Date / 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original ermit 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 revired 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 applode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. r ftIft em Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 70 17V From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 1, 2017 7:45 AM To: CommDev Permits 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 3885 Urban Street IJL Property Owner Name Rob McReynolds Property Owner Phone 3034721627 Number Property Owner Email CAMI@ARAPAHOEROOFING.COM Address -sem"-- Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business Arapahoe Roofing and Sheet Metal, Inc. Name Contractor's License 018626 Number (for the City of Wheat Ridge) Contractor Phone 3034667386 Number Contractor Email Address CAMI@ARAPAHOEROOFING.COM Retype Contractor Email CAMI@ARAPAHOEROOFING.COM Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Tamko Vintage Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 69 material selected above? Does any portion of the Nq/ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 69 / (pitched + flat) of all 2 roofing material for this proj ect Provide additional detail HOUSE here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract31980 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 Cami Bowker Email not displaying correctly? View it in your browser. 3 Project Regarding: 3885 Urban Street Dear Rob: Arapahoe Roofing and Shect Metal, Inc. have examined the existing roof system for the above project and propose the following options for your review and consideration: 8_„Gspla_crfsystem: �31.980.U0 D Remove the existing roof system down to the original roof deck per local building codes. ➢ Install 3' Ice and watershield at all roof eaves and valleys. Install new base felt per local building codes. ➢ Install new 24 gauge prepainted steel roof related flashings per local building codes. ➢ Install new roof vents per local building codes. ➢ Install a new Tamko Vintage Lifetime asphalt shingle roof system per local building codes and manufacture specifications. QUA i cai ens and,, cltt zons Reuse the existing gutters and downspouts Reinstall the existing gutter guard per local building codes, 9CuSL 6ot6n, P1eCe /6v S'Aer 30-4)k SCi{w . l r wkt( 6t "k cJAvAAkt_ Gk,%rSZ. _,Ac. The fallowing items are tnc luLltd ►'n this groposal- 1. Removal of all trash and debris created by our work. 2. All material required to do a complete job. 3. All labor to perform the work done by Arapahoe Roofing employees only. (No subcontractors). 4. All necessary building permits and inspections. 5. All necessary licenses, taxes and insurance, 6. Arapahoe Roofing two-year warranty on materials and workmanship. 7. Manufacture warranty if one is provided. 8. Price based on a standard AIA 401 sub contract, or an agreed upon contract between owner, General contractor and Arapahoe Roofing 9. This Price is good for 30 days. I wish to schedule the above work and agree to the attached terms and conditions. (Standard AIA401 Sub Contract is not required for this project) ACCEPTED:— t DATE: Mark Bellitt: President E-mail:Mark arttpohoeroofinp,.com (bk: 303-472-5386 Ext 130) ARAPAHOE E' ROOFING & SHEET METAL, INC, a' fi 1501 South Arthur Avenue Louisville, Co 80027 Ph. (303) 466-7386 Fax (303) 466-7385 June 5, 2017 www.arapahooroofing.com Rob McReynolds 3885 Urban Street Wheat Ridge, Colorado 80033 Project Regarding: 3885 Urban Street Dear Rob: Arapahoe Roofing and Shect Metal, Inc. have examined the existing roof system for the above project and propose the following options for your review and consideration: 8_„Gspla_crfsystem: �31.980.U0 D Remove the existing roof system down to the original roof deck per local building codes. ➢ Install 3' Ice and watershield at all roof eaves and valleys. Install new base felt per local building codes. ➢ Install new 24 gauge prepainted steel roof related flashings per local building codes. ➢ Install new roof vents per local building codes. ➢ Install a new Tamko Vintage Lifetime asphalt shingle roof system per local building codes and manufacture specifications. QUA i cai ens and,, cltt zons Reuse the existing gutters and downspouts Reinstall the existing gutter guard per local building codes, 9CuSL 6ot6n, P1eCe /6v S'Aer 30-4)k SCi{w . l r wkt( 6t "k cJAvAAkt_ Gk,%rSZ. _,Ac. The fallowing items are tnc luLltd ►'n this groposal- 1. Removal of all trash and debris created by our work. 2. All material required to do a complete job. 3. All labor to perform the work done by Arapahoe Roofing employees only. (No subcontractors). 4. All necessary building permits and inspections. 5. All necessary licenses, taxes and insurance, 6. Arapahoe Roofing two-year warranty on materials and workmanship. 7. Manufacture warranty if one is provided. 8. Price based on a standard AIA 401 sub contract, or an agreed upon contract between owner, General contractor and Arapahoe Roofing 9. This Price is good for 30 days. I wish to schedule the above work and agree to the attached terms and conditions. (Standard AIA401 Sub Contract is not required for this project) ACCEPTED:— t DATE: Mark Bellitt: President E-mail:Mark arttpohoeroofinp,.com (bk: 303-472-5386 Ext 130) Occupape INSpECT.ON 'R INSPECTION LINE: (303) 234-5933 sted on the building site I Inspections will not be made unless this card is po business day. r Call by 3:00 PM to receive inspection the following 1 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTOR' COMMENTS: DATE INITIALS FOUNDATION INSPECTIONS Stemwall / (CEG) Concrete Nned Grond ng or Monolithi c proof / French Drain eie Lines erv icece Lin CONCRETE SLAB Electrical (Underground) Heating ROUGHS Lath I Wall tie Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas piping - Rough Mechanical Framing Insulation r, Drywall Screw $IGNED FINALS Electrical Plumbing c Mechanical a Roof. I' Building Final FIRE AND PUBUCE WORKS t INSPECTIONS FOR PLANNING & ZONING, Fire Department R.O.W & Drainage SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. BUILDING AND PUBLIC WORKS BEFORE AUTHORIZATIO I ZONING, Parking & Landscaping PLANNING, KATE OF OCCUPANCY IS ISSUED. FINAL INSPECT ION BY THE BUILDING DIVISION DOES NOu CONSTPANCYITUTE IS IS ALL ITEMS MUST BE COMPLETED AND APP OVED CCCUPANCY LNORIPERMIDSS ON FOR OCCUPANCY.SUED 1 CERTIF OF A CERTIFICA - P RTEC D US CARD FROM HE WEAOTHEORCC OCCUPANCY NOT PERMITTE -^UIHORIZ4T/ON `vKO FROM T---_ uo E-OF OCCUPANCY ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: pt"f) Job Address: 3e?''T o' tr'l , Permit Number: OVAW El No one available for inspection: Time 10.vo Alm Re-Inspection required: Yes, N *When corrections have been made, call for re-inspection at 303-234-5933 , Date: /04-/77 Inspector: d-fr-21 f'~r" IDz DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE =,-� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type:' 'rrrT Job Address: '39TG ( n s Permit Number: 0 Ok I - i; f' ❑ No one available for inspection: Time 2/0 AM PM i Re Inspection required: Yes . o "When corrections have been made, call for / inspection at 03- 234 -5933 � 1 , Date: - fi Inspector: Yr'nloy�Q� DO NOT REMOVE THIS NOTICE 110 " 1 City of Wheat Ridge roooor Residential Roofing PERMIT - 091674 ..PERMIT NO: 091674 ISSUED: 08/26/2009 JOB.. ADDRESS:... 3885• URBAN ST - .;EXPIRES.: 02/22/2010 DESCRIPTION:, Reroof 67 sqs - CONTACTS owner 303/420-0611 Rob McReynolds sub 303./287-3043 Robert McReynolds 01-7787 D &'DROOFING **'PARCEL INFO ZONE CODE: UA .;USE: UA SUBDIVISION: 0130: BLOCK/.LOT#: 0/ FEE SUMMARY ESTIMATED. PROJECT.. VALUATION: 21,454.00: FEES Permit Fee 454.10 Total Valuation 00 1 igg Use Tax 386.1177 b6~lLl ~ q TOTAL 840.27 4._~-~`^ Conditions: 6 nail installation mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eaveedge to 2' inside exterior walls. Subject to field inspections. 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 restrictionsof 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 applicab a Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions. set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other. applicable ordinances of the city.. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be. received.: prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for .'a fee 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 anew 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 ermit 'or the approval of drawings and. specifications shall. not be construed to be a permit for, nor - an approval a violation of the provisions of the building ; codes or any other ordinance, law;. rule or ?regulation. cA, All plan v s subject to field inspections. Signature Chie Building Official :.date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY3PM ANY 'BUSINESS ":DAY FOR!: INSPECTION THE FOLLOWING 'BUSINESS DAY.'.: b(~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of m"EnrP BUILDING INSPECTION LINE -303-234-5933 Date: 8-25-09 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) CO(ORPOO APPLICATION Property Owner: Rob McReynolds Property Address: 3885 Urban Street Contractor License No.: 17787 Company: D & D Roofing, Inc. Phone: 303-420-0811 Phone: 303-287-3043 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Dept. Valuation Figure: $21,454.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. (OWNER)(CONTRACTOR): SIGNED DATE (OWNER)(CONTRACTOR):PRINTED DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ Use of Space (description): SINGLE FAMILY Description of work: Tear off existing dimensional shingles, install 2x4 drip edge, install 301b base felt, install ice & water shield, install w-valley, install new pipe jacks, re-install a Tamko Vintage 50yr dimensional shingle with ridge to match. / y ti Sq. Ft. added 6! 1 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: Approval: Zoning: DING COMMENTS: Approval: IC WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (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 (90) 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 anew 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 review is subject to field inspections. Chief Building Official FcRMiT TRACKING r=ORM nDDeess ~~e)`~),C) ~.42P~N S-V DATE SUBMITTED a- I C)(-'' PERMIT NUMBER TYPE OF PERMIT_ I~ES , CONTRACTOR (~A GfAT-OIv ~C1)1U PHONE OWNER_~7{}~$~CK _PHONE TYPE OF REQUEST ~ F RcQUIRED CONDI710N5 MET PRIOR TO PERMIT APPLICATION ? YES NO N/A CONDITIONS OF DA7E IN DATE OUT u~ BUILDING DEPARTMEN7 I-(- C)('l ❑ ENGINEERING DEPAKTMENT e Z Z o0 ~ PLANNING DEPARTMENT ❑ FIRE DEPARTMENT CIIY AK5ORI57 D-a -Cc 2.s - r)n RC ~ POLICE DEPARTMENT SEWERDISTRICTti~f~ li-,~l~«c ~ WATER cj(-~- i~) - 0 -ot ~ U Z ^ ~ U O 1To O ~ U I~I 00 Fil U ol ~ ~ m O WIn ~ c° NLa W ¢ o = t U 3~m Ly 3a Q ~ O ~ Un ml N 0 n E Z ~ N a dm a9 oC~ aA ~v o~ c 2o v a~ EU ~ v C t E O N N a m m 0 a ~ ~ E ~ a ~ o w ~ a y N C N ~ E N N ~ d C O ~ a o m c d a ~ ~ L ~ o ~ a c o tO m 5 N C 0 0 aN 0 °a y O ~U a o ~ C m N d a p1 w° N ~ C 9 U ~ W ~L y a L N T ~ ~ n m Ep$ L U O m~ o d ; 3 U a n a T t' N ~a E N N O F- V N U) U) W ~ 0 Q oc W a O ~ a Z Q a ~ U co W 0 Q w J W U) 0 a K ~ a C7 Z 3: 0 J O LL LU 2 F- ~ Q ~ 0 m U e U ~ ~ C N U O C 0 n ~ L 3 m a n' N .t. v rn N 53 c ~ o EU m ~ n t0 0 N w d U ~ C C ~ n u ~ U Z 0 3 w Q a ` 5 N rn 'c E E b y 5 a T m a ~ c V N LL ~ ' a o ~ a ? c m "e a C ~ M 06 » O ~ o (D r 0 a ~ -e ~ p m~ o f ~ ~ ~ ~a o~ ~w 30 ~ N v ~ p N ~ , m Vl CD n ~ ~ ~N71 I = O 7 ~ z , ~ 'CD d°. ~ t ~ I 0 n m o ~ y ~ g m 3 •m_•, w w S ° a ~ ~ ~ 0 a : a w Is O Z 0 ~ m O m ~ 2 ~ a ~ m ~ ~ Z ~ o ~ C o 'm ~ 0 v S'< (D 0 a ~ a ~ o aC) A 1 o ~ m~ o ~ ~ CD 0 CD~ ~ .°+o a ~ V 0m' < R w c s m 0 ~ 0 0 a S ~ ~i ti Q' 41 n p Q ~ p ~ 0 ti 4 fi } o ~ A~ ~ g ~ A ~ ~ < s O N m~s 3aw o ~ O yy ~ ry .n K IC A 4, a o " ~m ~a ~:r o~ ~ A ~ ~ a~+ w o ~ < a 0 C- a O ~ ~ a ~ 0 ~ r L-0J n * rSg r 1 ~0-j = ~ ~ ~ ~G 0 "n w 2 rw m , aN M cn v m C r v Z v ~ ~ ~ m ~ 0 ; v a 11 o ~ I C ~ o m ~ ws ~ v wQ 0 0 ~ m M a ~ 2 R1 3 0 ~ °o m =w = o - ~ Co 3 ° 4 ~ s R O x 0 to ~ < e G S m ~ O ~ m ~ C M C1 3 S ~aw =a o; s~ f~ ~a .~r H .w a ~ o ~ ~ nA ~d ~a P- 7 o~ ~ m 9 3 m f m O 2) C- 0 v 0 n ~ a M ~D ~ 0 = (D 0 ow „W aN ~ cn m C No v - ~ m a 3 m z 04 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NC REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS BUILDING PERMIT N0. ! OWNER i CONTRACTOR DATEISSUED TYPE OCCUPANCY SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Eoundations Footings Caissons 0 6 ~ ` Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Eleciricaf (Grounci ltiurk) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing ~ Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing i - ir¢ 54 Insulation el- Drywall nailing I;qfri p I Roofing ~ ~ Refrigeration Electrical underground Electrical Plumbin Heatin & Ventilation dv-- g , Frame R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED , t" . . . , FjE HATHER ~ IMPROVEMENT LOCATION CERTIFICATE S 89°36'42"W 182.35' DESCRIPTION: ° 10' UTILITY EASEMENT • ° ° ° LOT 5. APPLETREE LANE SUBDIVISION. CITY OF WHEAT RIDGE. JEFFERSON COUNTY. COLORADO. 14.1' IMPROVEMENT LOCATION CERTIFICATE: ° • 0 I HEREBY CERTIFY THAT THIS IMPROVEMENT MASONRY BLOCK WALLS M LOCATION CERTIFICATE WAS PREPARED FOR o PATRICK VAN DE WEGHE. THAT IT IS NOT A LAND CO NCRETE SURVEY PLAT OR IMPROVEMENT SURVEY PLAT AND = rn THAT IT IS NOT TO BE RELIED UPON FOR THE (TYPICAL-) 2 13.0' \ a~ ESTABLISHMENT OF FENCE. BUILDING OR OTHER "v - Stu 3 FUTURE IMPROVEMENT LINES. I CERTIFY THE MP DETENTION POND v T HEUABOVE DESCRIBEDHPARCEL.IONRTTHISEDATE N EASEMENT o in AUGUST 7. 2001. EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE to / o PARCEL. EXCEPT AS SHOWN: THAT THERE ARE NO z 2 0 . \ ° ENCROACHMENTS UPON THE DESCRIBED PREMISES w ^ z BY IMPROVEMENTS ON ANY ADJOINING PREMISES. z w p 23 a EXCEPT AS INDICATED. AND THAT THERE IS NO w a S• APPARENT EVIDENCE OR SIGN OF ANY EASEMENT w w CROSSING OR BURDENING ANY SAID PART 6 OF SAID PARCEL. EXCEPT o~p 0TEaw. o #3885 a o~~o~u~•N~o a ? a I STORY MASONRY 3 3.6' _ HOUSE WITH a. o v . WALK OUT BASEMENT EGISTERED LAND SURVEY s'°•, :'per eQ ^ COLORADO NO. 16837 . s/p l lh " NAli ° 12.1' 0 2.9' NOTICE: ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 5.7'• LL' DEFECT IN THIS SURVEY WITHIN THREE YEARS l5.3' 23.1 `'v u' / Ld AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT. MAY ANY ACTION BASED UPON ANY DEFECT 13.9' IN THIS SURVEY BE COMMENCED MORE THAN TEN U) YEARS FROM THE DATE OF THE CERTIFICATION ° SHOWN HEREON. Q NOTES: 5' UTILITY EASEMENT - co I. 5/8 INCH DIAMETER REBAR WITH CAP STAMPED N 89°49'28'E 137.35' "LANE ENG SRV 16837" RECOVERED AT POINT SHOWN ~ THUS SCALE I"- 20' 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INSURANCE POLICY. AND KAWVWYM RELIED ENTIRELY ON INFORMATION BY THE OWNER. 20 0 10 20 30 ga~ PREPARED BY: LANE ENGINEERING SERVICE. INC. SUPPLIED 9500 WEST 14TH AVENUE. LAKEWOOD. CO 80215 PROJECT V25-1.2 4w TEL: (303) 233-4042 FAX: (303) 233-0796 PREPARED 8/8/2001 T v F ~ ~ 0 Z O ~ m 0 m N d a C) ~ ~ s m s ~ ~ S 7 O n C o d m ~ N ~ oCD wQ s~ m ~ ~ w ~ ~ (D ~a ao m 1 , d~ o ~ " (D N O ~ ~a < M 0 ~ N 3 ay ~ M a A 4 a; o w f ~ fO a < o ~ ~ N C on o~ ~d d ' ~a :r ~ M ~ o~ ~V (D a a w cc d 0 ~ e a C- 0 C O d n H lm 0 C 0 r Mi 0 v ~ \ ) ~ p {I/ ~ * ~v C ) 0 A a 0 = 3 (D ~ Mr Patrick Van De Weghe Right On Remodel 6 Repair 5740 Everett Street Arvada, Colorado 80002 August 17th, 2001 Mr Alan White Planning Director City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Dear Mr White, Per our phone conversation yesterday August lbth, 2001, I am furnishing your office ihe letter you requested. The letter addresses the piincipal item in contention which is the landscape portion of all of the items requiring inspection. The letter shall satis- fy any and all of the requirements you have delineated in order fox the certificate of occupancy (CO) to be issued for the property located at 3885 Urban Street in Wheat Ridge, a just built custom home. All other inspections have been conducted satisfyingly. The landscape portion has not been completed due to delays beyond my control; these delays have been explained to you and your staff. Steps have been taken to complete the landscape on the entire lot - not just the required front of the house and SOZ of the lot - in the most diligent manner possible. A contractual agreement (a copy of which is attached) was signed with a new contractor on August lst after all efforts to work with the previous contractor had failed. All sorts of materials have been and are being delivered on the Sobsite; personnel are also working and performing tasks called for in cantract (s). Additionally, another land- scape and retaining wall contractor has been called in to team up efforts in getting the entire project done. Although dependent on the vagaries of both the weather and the contractors, progiess is being made as can be attested if one visits the jobsite from time to time. If all goes well and the weather (and contractors!) cooperate, the job should be done by the end of August but in anyFray should not go beyond mid-September at which time it will be deemed finished and ready for inapection. As explained in our conversation, the main reason for reqnesting the issuance of the CO prior to the landscaping being finished is to satiafy the demand of the title company, the mortgage lender and the banker(s) to have a CO for the permanent loan to close and fund and the construction loan to be paid off. Note: The consiruction loan was due on August 15th, 2001 hence the emergency natuxe of this request. The three days alloved for right to cancel and/or rescission are being used to provide the CO to these parties. I am assuring your department that my request is most genuine and that the CO is not being requested in order to be able to occupy the house at the present time and with- out the landscaping being completed. In fact,occupancy will probably not take place before two to three weeks at the earliest. Furthermore, escrowing the funds at 125% of the landscaping costs is not a workable option as funds have already been budgeted for and are to be uaed for the sole purpose intended. Your office will be notified as soon as the lanscaping work is completed. Page 2. Request foz certificate of occupancy Mr Whi[e, I wish Co extend my most sincere thanks for your understanding and, unlike your staff, your willingness to cooperate with me in order to bring [his project to completion. My appreciation for your efforta and your willingness to exercise your discretion is truly felt and I look forward wi[h anticipation [o not only meet you, but to meet a person who is receptive to the concerns of people and who takes it upon himself to help them. Yours, Respectfully ~ Ti~ C,: ~~-~-`v. ~ s ti-..~ ,~,L~•-`-, (,c•x-~-~--~--~ScP~, ~'L`.~ w ~ ~.C C 5~ ~7'~-~-c ~,c_.•__~Na-.,'p " i'~'~ ~ . c ~ s~ C~ (-"r ~ "ty °fW,eatMd9e M E M O R A II D~.I M Departrnent of Public Works TO: Alan White, Director of Plamnnig and Development FROM: Michael Gazcia, Development Review Engineer iA~ DATE: Friday, August 17, 2001 SUBJECT: 3885 Urban Ct. The property owner shall submit a letter with the follownng information as a condition af issuance of the Certificate of Occupancy: 1. Language stating that sod will be placed in the detention pond by August 31, 2001. 2. Bales of straw be placed in front of the outfall structure for erosion control until the sod is in place. This letter shall be signed and dated by the properly owner and submitted to the City of Wheat Ridge. EMPIRE SPRINKLER SYSTEMS 5905 Everetl SL ' Arvada, CO 80002 Phone 420-0350 Sprinkler System Bid Proposal Date 9-/' 0/ PhoneNO. y09 y'~/ /76S-C inside T Tap Size outside Fj( y a,,,rblP9rade Type (L) copper to vacuum breaker vacuumereaker ToPlumbirgcodes Suppty Line s ze class valves 13 sie mir. R9i~/S/RD DY~/da Jne' 2~A~4AE Pop-upheatls quanitty mfF.iPAii✓EJRn ~AaO y aotary heads quamay ! 3 mfr. ~~y 1~,~~/Qp ip- SO "'i^'~P U r rma11'!-/ )rL-8) ZdNE mir 1Paew,~iRa ~5P ~d S Three year guarantee - All materials and installation ySr,~gstD ~So °7 ~v~RGR€E~ _ So7 DcIIiDUaus~ Ra cK 1790 777 O.v Fi,tpRiL /L.RLVCl sr~Ez 90 ~...v, Fr. ~-N T E€ S ('I~Ni4 Jl?E/,~ig.L CZ) ~s Th~ ~~/ouhT~F ~.rloRX tso Mf~,lr_T.Fr~ Cost of system: ~ 7otal Artwum of Ortler dnual~qr(ir ste 8 ~ t~ a~C p I s $ . - / ~ Thi sa`/1 ~'y~ s'ub'a acce a e wnh days~f/rop( a te: T~ ~ a nSe/~~J ~o7/ o~~/ I.....I / u n iva ol ate' Is 1 e• aod.\.. a.... up ~ ...~..n of yf~e C ! ~ EMPIRE SPRINKLER SVSTEMS ~ ACCEPTED I ey ..F1/P~f+~z.. . Purchaser C7 G~OI MpoveE br EmD~re er...._.~....../_O..,l............. Date . ~ JobAddress r, ?52S uRASf/y :57, - U-M WALL5 P.O. Box 2285 Arvada Co. 80001 303-480-5234 BID PROPOSAL Proposal Sukymitted to: Right on Remodeling Project: Residential Wall Ner Wall:$ Location: 3885 Urban St. Hourly Charqe. / Total Wall: 300 Square Feet Dwap Fee Per Load: ~ Snecifications: ~ Three phase job. (third phaee) ~ Bid on three separate areas using a second run block, gray color may very, integrity is the same. Limited quantities are available at this square footage price at $15.00 if quanti ies are not available price changes to $19.00 per sqft. M~ n~Z% 15.`~ ~F Excavate area needed for retaining wall or walls, erect walls in specific site locations, and wall height will be accommodated according to site plans, which will not exceed 9'.0" without a permit, in accordance to County codes. Three walls will be built, to form a terrace, beginning from the south side of the house to the front of the house. These three walls will be constructed with two 22 degree corners which will wrap around to the front of the house. This terrace design will have a 36" setback beginning from the foundation of the house, and 36" between each of the additional two terraces. cf k.~. r4,~ T 1 -1 4" -Tt~ ~ c ic C' n i' The specifications for each terrace are as follows:~The bottom terrace, the wall furthest from the foundation, will be 55' x 36" long. The middle section will be, 95' x 28". And the Top of the wall, closest to the house foundation, will be 25' x 28". One small will be built in front driveway on south side of house 15' x 2.5' with one 90 degree corner. Any chanqes made to thia design, by the contractor and/or homeoMner, may/rill incur additional chargea, not yet calculated into the initial bid. Option to proposal, if we use site fill for retaining wall there will be no warranty structure on the wall, 2nd option two feet of gravel behind the wall can be used for each terrace for structural integrity and drainage to help from soil swelling the wall, and failure of wall, this gravel is naE included in this proposal, estimate quantities are 22 tons of gravel.KL Ca" iEL /rcC~<iti) Any destruction to grassed or landscaped areas bringing in or out material or equipment is not the responsibility of G-M WALLS, but will be avoided if at all possible. (Any excessive dirt needed to be hauled away or brought in, will be chara-' with above pricing.) L.,7'VS rQ, r~ ~ L 1-lAY~C.S Ck-vi1s=-n l. i7-l~ C' 1't,tCie=S Y~~c-yCc~Z) C~'~ (c- _ lc-C~ .jLL 14ateriai: T$T --Mesa 8" Gray Strait-Face Compac Units 83 - Mesa 4" Gray Strait-Face Mini Caps OS - Yards Recycled Concrete For Leveling Base 20 - Yards Recycled Concrete Gravel For Drainage Behind Wa11 06 - Tubes Cap Seal Proposal includee all material, labor and equipment as required to complete project in accordance with above apecifications and will have a 10 year guarantee. Payment to be made as follora Mith acceptance: SOB upon acceptance of contract, 408 at atart of project and balance rithin 24 houra upoa comrpletion. Thie propoeal may be svithdrawn or eubject to repriciag if not accepted rithin fifteen (15) days. G-M LS 1DSCAPIDi Authorized Signat e/Date v AccePtance of ProPosal Authorized Signature/Date Approximate Start 08/10/O1 C~AT~~2 ~j-t f}-N O81-1o1 0 EMPIRE SPRINKLER SYSTEMS oo~ 5905Everett St. 'J Arvada. CO 80002 Phone 420-0350 Sprinkler System Bid Proposal ~ r To ~ .~,4, !11?J i~l_ Date Ph000 NO. '/J.•I y y(-/ Trtii%a~_ Z_/- , Job Address i/V :-l inside Tap Size outsitle x Upgrade Type (L) wpper to vacuum breaker Vacuum8reaker size mir. ~ Toplumbirgcodes Supply Line size i'class Valves size mir. •3 %ZO Z) t-iF~ ,i~ v^?L.:~F: ~t~S Pop-up heads quantity mfr. R > ;74 ~ Rotary heads quantity mfr. 7mer i~. 5 rtHr, %~3?~ Three year guarantee - All materials and installation i.CST ~%y i Cost ot system: ~ 1 7 MN7u21 ConVol S em p........:../........:~,..r.:. Aetom~LC Co System~...-\...... .L_~~.~.:>.... , . . rn , ~ Y. re1 or e P~sal is su to acce0~c ithin day61~ ve date: s sha Da . . . ceipt o Y upon d e7 o ma enai . n u co lat n m51 atnn ol syste _ ~ EMPIRE SPRINKLER SVSTEMS ACCEPTED ey ~i..,-:...... Approve0 be Empke Spnn)yer S $ Purchaser I~ -DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10248 BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE Date : 3/16/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3885 URBAN ST Phone : 4244409 Contrector License No. : 20606 Company : Right On Remodel & Repair Phone : 424-1300 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAiry 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 rewrd; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for comPhancewith the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value Permit Fee Plan Review Fee Use Tax Total $246,521.00 $1, 816.95 $1,181.02 $3,697.82 $6,695.79 Use: Description : New custom residential home ~ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 3300 Approval, : MLC Complies R-1 regulations. See attached Landscaping comments Zoning : R-1 Approval: DM Approval : GK Occupancy : sfr Walls Okay per comments See aNached PW review sheet. ENGINEERING FEE $75.00 Roof : Stories : Residential Units : 1 4 fjElectrical License No : 19875 *Plumbing License No :19830 f Mechanical License No : 19941 r Company :Lind-Brug Electric, Inc. Company :Marquis Builders, Inc. Company : Tim Davis Heating Expiration Date : 2/28/2001 Expiration Date : 1/16/2000 Expiration Date : 7/18/2001 Approval : OK/KS Approval : Approval : OKIKS (1) This permit was issued in accortlance with the provisions sel torfh in yopur appliwlion and is subI'ecl to the laws of the State of Coloredo and to the Zoning RegulaUOns entl Builtlin8 Code W Nfieat Ridge, Colorado or any oNer applicable ordinances of the Ciry. (2) This pertnit shall expire d(A) the work authonzed is not commenced within s6cry (60) days from issue tlate or (B) the builtling authorized is suspentled or abendoned for a penotl of 120 tlays. (3) If this permit expires, a new pertnit may be ecquiretl for a fee of one-half the amount nortnally required, providetl no chan9es have been or will be made in e oNinal plans and speafications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paid Por a new peimiL (4) No work of any manner shall be done that will chan9e the nalural flow of water causing a drainage problem. (5) Contractor shall noUfy the BuIlCing inspeGor Iwenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection card befere p7Tro~ceediing wiqthL asuccessive Rhases of the f1"ob. ~s~ }ha euedinaEodePs orianvtoUle poMinal tlnce aw~nu le ordregu aliontions shall not be consW ed to be a permit for, nor an approval of, any violation of Me provisions nf Chief Building Insp or For Mayor THIS PERMIT VALID CONLY ALL W 34 5 33 24 HOURS PRIOR TO INSPECTIpN ECTOR AND MAYOR 7500 West 29'h Avenue Planning: Pnrks & Recrention: • Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 Public Works Fax: DATE Z 21 -7 1oV- Name: Organization: Fax: Phone: From: Dept: Subject: # of Pages: Comments: YZ q - l33/ Planning ❑ Parks & Recrention o Public Works ❑ (Including cover paQe) 2 - Original to follow in the mail ❑ Yes Z<No MEMORANDUM FA roved Date ~DEVaPTbEA7 CIF ?«LzC 'N'TxS TO: Darin Morgan, Codes Administrator CC: Greg Knudson, City Engineer File FROM: Michael Garcia, Development Review Engineer w1~ DATE: December 6, 2000 SUBJECT: 3885 Urban Street - Detention Pond Easement This memo is to advise you that the drainage pond certification has been approved by the Public Works Department that was received on December 5, 2000 for the above referenced address. ~ 1zI Ifyou, orthe contact person for this project have any questions regarding this memo, please feel free to contact me at 303-235-2868. HP OfficeJet Personal PrinterlFax/Copier Fax Log Report for DEVREVFAX 303 235 2857 Dec-07-00 03:47 PM Identification Reanlt Pa¢es I= DM TJm 1?urati o° Diagnostic 93034241331 OK OZ Sent Dec-07 03:46P 00:00:43 002586030022 7.1o ...--,-T ; BUILDING DEPARTMENT E;. (303) 235-2855 ~ CITY OF WHEAT RIDGE E * * ~ ~ Correction Notice ~ ~ k Job Located at F ~ I have this day inspected this structure and these premises and ` have found the following violations of City and/or State laws gow ~ r s erning same: ~ - - t ILI h ~3S ZS~s' You are hereby notified to correct the foregoing violations. . When corrections have been made, call for inspection. a. , , . ~ , , LANE ENGINEERING SERVICE. INC. A PROFESSIONAL CORPORATION 9300 W. FOURTEENTM AVB. • UKEWO00, COtO.l021S-a7f! S'rtveN D. 4sTlR Pro/sasiond Lend SurlsYw TEL6r1iON[ 13091 23~~2 FAX 13031]3}01% CMAIL LANQCNGIMAOI.COM RICMARD M. ROMS[R6 ProlstsiaW E/V~ AuJU3t 2$, 2000 Mr. Patrick Van De Weighe 3885 Urban SVeet Wheat Ridge, Colarado 80033 RE: Detention Pond Easement Lot 5, Appletree Lane Subdivision Dear Mr. Van De Weighe: As we discussed on the phone recenUy, Yaur irrtention to lower the outfall pipe and pond regula6ng structure "a couple of inches' to improve flow of nuisance water through the pond will have no adverse effect upon the interrtions of the drainage report and plans for the referenced subdivision. Very Vuly yours, fAJ M ~ Richard M. Romberg a Fite: R103-5 ~~tcoX 6" icup"., P a~,r'~=511~~1 .n '..~Tw~ : .r. .i Nt 7. t ' - fr.`T •:SSC + Tt ~s * , ~ a ir~~ ~ ~ ~7ti~~~ . .wr' L•'. ' ~ ~ ~ , ~ ~ ~ / bi . ~ t . ~ ~ ~ ` - . . ►.V,• : M• ~ I `iF ~ ~ ~ .ta~ t t•, ~^K~x : ~t~ • : ; . t'~ ..dT MT . . p• . Y. - k' ( { . : ' ~r l • - ~ K L ~ y~~ai A ` ' ° -mi ~ r I • ~ e, nF' . 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A PROFESSIONAL CORPORATION gspp W. FOURTEENTN AVE. • LAI(EWOOD. Ga~.8021~718 TELEPHONE (309) 233.4042 FAX 1~3/ =33-0796 EMAILLANEENGRiAOLCOM Mr. Patrick Van De Weighe 3885 Urban Street Wheat Ridge, Colorado 80033 RE: Detention Pond Easement Lot 5, Appletree Lane Subdivision Dear Mr. Van De Weighe: RICHAND M. ROMSERG piolessiwW Engineet As we discussed on the phone recently, Your intention to lower the outfall pipe and pond regulating structure "a couple vf inches" to improve flow of nuisance water through the pond will have no adverse effect upon the interrtions of the drainage report and plans for the referenced subdivision. Very truly yours, Richard M. Romberg File: R103-5 4rv" 6" iowk. GmM WALLS P.O. Box 2285 Arvada Ca, 80001 303-480-5234 BID PROPOSAL Proposal Submittod to: Right on Remodeling ProjacE: Residential Wall Nwr Nall: $9072.00 Locatioa: 3885 Urban St. Hourly Charqo7.5_.T6 Total Nall: 567 Square Feet Duop P'ao Per Load=S45.00 Cw~wifin~tinn~• Throq phasa job. (First phase) Er.cavate area needed for retaining wall or walls, erect walls in specific site locations, and wall height will be accommodated according to site plans, which wi11 not exceed 36" with out a permit in accordance to County codes. Three walls will be built from side to front yard in a terrace design wrapping around front yard. In a terrace deign 36" wall will need to have 36" set back on each terrace. Erect one retaining wall 97' x 36" bottom wall, 50' x 36" middle wall, and 42' x 36" top wall. Any destruction to grassed or landscaped areas bringing in or out material or equipment is not the responsibility of G-M 1ALLS, but will be avoided if at all possible. (Any excessive dirt needed to be hauled away or brought in, will be charged with above pricing.) Material: 504 - esa 8" Gray Strait-Face Compac Units 130 - Mesa 4" Mini Caps 08 - Yards Recycled Concrete For Leveling Base 00 - Yards Recycled Concrete Gravel For Drainage Behind Wall 06 - Tubes Cap Seal Propoeal includos all matorial, labor and aquipmaat as roquirod to aomplote project in accordanto with abave spocifiCitioAS aad Mill hava a 15 yoar quarantae. Psymaat to be mada ae follrn►s with aacwptauaa: 109 upoa acceptaaco oE contraat, 408 at start of projsat and balanao rithin 24 houre upoa aampletioa. Thie proposal may bo xithdrawn or subjoct to rWricinq if aot accwptod xithin fifteea (15) days. G-M WiLLS i L7INDSCAPIN6 Appro=isate Start 09/30/00 Authorized Signature/Date 1lccoptancs of Proposal Authoiized Signature/Date Go M WALLS P.O. Box 2285 Arvada Co, 80001 303-480-5234 BID PROPOSAL Proposai Svbmittod to: Right on Remodeling ~M Nall:$11,250.00 prpjaqt: Residential Wall 8~1y ~~o---~-~ Loaation: 3885 Urban St. y~d;$45.00 ToCal i7a11: 720 Square Feet D~P pN p e..~.+ ~atns • Threa ptiase± ojab. (Sacoad phasa) Excavate area needed for retaining wall or walls, erect walls in specific site locations, and wall height will be accommodated according to site plans, which will not exceed 36" with out a permit in aCCOrdance to Couaty codes. Build retaininq wall in front of canelforks for aesthetics only not for reinforcement for concrete retaining wall, wall height will iange from 2.5' to 11' in a 90' span. Any destruction to grassed or landscaped areas bringing in or out material or equipment is not the responsibility of G-M 1U.L8, but will be avoided if at all possible. (Any excessive dirt needed to be hauled away or brought in, will be charged with above pricing.) Matarial: - Mesa 8" Gray Stiait-Face Compac Units 60 - Mesa 9" Mini Caps 04 - Yards Recycled Concrete Foz Leveling Base 00 - Yards Recycled Concrete 6ravel For Drainage Behind Wall 03 - Tubes Cap Seal Propoeal includes all matorial, labcr aad equiBmaat as raquized to camplst• projact ia accordanoe with abcve "aificatione and rill hawe a 15 yoar g+sarau►tao. paymoat to bo m$de at lollors with acaoptanca: 106 upoa aocsptanoa of ooatract, 40% at atart of projact aad balanoe riEhim 24 houra upoa completion. This propoeal may be MithdraMn or evbjact to svpricinq if not aocepted Mithia fiPtaon (15) days• 6-M til1LL3 6 L11ZiDSC718ING 7lpproximata Start 09/30/00 Authorized Signature/Date 7lacopEaaca of Proposal Authorized Signature Date G-M WALLS P.O. Box 2285 Arvada Co, 80001 303-480-5234 $ID PROPOSAL praposal Sukmittad to: Right on Remodeling ~Wal1:$12,240.00 prpject: Residential Wall sourly Ch ~~---~n Locatioa: 3885 Urban St. y~~ ~ yoad;g45. 00 ToEal Xall: 720 Square Feet D~ ~ 3 ..a: Thrw 8has~ job. (third phaso) Excavate area needed for retaining wall or walls, erect walls in specific site locations, and wall height will be accommodated according to site plans, which will not exceed 36" with out a permit in accordance to County codes. Tear out existing timber retaining wall around detention pond erect new retaining wall in a 3' terrace design, retaining wall will be 120' x 36" second wall 3' back at 120' x 36" gavel will be needed behind bottom wall roe insurance for water mass. Any destruction to grassed or landscaped areas bringing in or out material or equipment is not the responsibility of G-M 1O1i.L8, but will be avoided if at all possible. (Any excessive dirt needed to be hauled away or brought in, will be charged with above pricing.) Matarial: - esa 8" Gray Strait-Face Compac Units 160 - Mesa 9" Mini Caps 05 - Yards Recycled Concrete For Leveling Base 04 - Yards Recycled Concrete Gravel For Drainage Behind Wall 06 - Tubes Cap Seal Proposal iaclud.s all material, labor and equ1Pmeat as zoquirod to ccmplota proj•at in accordanca Nith abovo epeclPicatioaa and rill haw a is y.ar quarantse. Paymeat to bo made aa follors Mith acaaptance: 106 upon acaeptance of contract, 404 at start of projact aad balaaca withia 24 hours upon aaopletion. Thie proposal may be Nithdrarn os subjeot to reprici.ag if not accoptod nithin fiftaea (15) days. G-M SPALL3 4 L7INDSGIPING 1lpgroximata Start 09/30/00 Authorized Signature/nate AcceptaaCe of Proposal Authorized Signature/Date ~ ~ COMPLETE ENGINEERING SERVICES, INC. SUILDER: Mr. Patrick Van De Weghe 5740 Everett St. Arvada, CO 80002 FOVNDATION IN3PSCTION PROJSCT NO: 00-5703 DATB: October 2, 2000 SVBJBCT: Reinforcing Steel Inspection - Retaining Wall LOCATIONe 3863 Urban Street, Lot 5, Applewood Village Subdivision, wheat Ridge, Colorado Reinforcing steel in retaining wall forms at the subject location was observed on August 15, 2000, and found to be conducted in compliance with the referenced plans and accepted construction standards. Reference: Engineer ES Project No. 00-5703 Steel Used: Size 5 Grade 60 Inspected by: E. Sniderman Please contact me if you have questions concerning this information. Approved by: Edward D. Ford, P.E. Y J C 4.. ,..a" 912 TWELFTH STREET • GOLDEN, CALORADO 80401 •(303) 279-6418 • fAX: 279-6350 ' Ut.NIIiIVtV > 1 KUI. I URCJ, IIV%.. CIVIL ENLINEERING d' DESICN 4012 CLEVEtAND AVE UN1TS 06 P.O. BOX 303 WEILINGTON, CO 80549 P}i:(970)-SB8-0212 FAX:(970)-568-9390 fmall: desiqrted4bearthlink.net Dat@: 7/sloO FAX TRANSMITTAL LET7ER: TO: ~ FROM: MEMO: W,pLL SE: CTI~S ~ 1/7 Q_ ~Qe r,a ;Nrri E'.✓ ~ Scc ~ i ~ 3~17 PLEASE CALL IF YOU HAVE QUESTiONS. DEStGNED STRUCTURES, INC. V7 -7s„- 1 ' I A= _ J1 ( ; i DitoP KBt4NT w1TH 4STEr$ ~ ~ To N~r1"rC#! (~t,tCla ~eO~hE' VE;_ ; • ~ ~ . ' t TOP OF REiAININC; WALL ' flPPRoK 140 ~ ~'9 UPPEP t.EYEi =L. 333' 0 E rEN Ti Gri i 'S ' . ! ~ 9' ~ ~ ~ OM E ~ ~ , - ~ ~ ~ , • ` , - ~ • • f . ~ • ~ ' • . . ~ e / ` ` ~ • ~ I ~ a ~ t ♦ ~ ~ • ~ a-~..~ . ' ~ ~ ' ' • ~y'• . 1 swem RETANWQ vrAu,. e . - , . ' • ~ • ~ 1 ~ ' ♦ . ` ~ ~ . • , ~ j/ ` • ~ ~ ~ • ~ • ~ ~J • • ~ ^ r . • + ` ` • • \ : C CR.E?E GRIYENrAY 102.24 ~ ~ • , • 1 ~ ~ 517'2ry'13..c • , . w , ` . . ~ ~ ~ ~ , ~ ~ ' • ' : • 1~` -70P dF REZ'NNMMy WAu ~ ; ' ` , ` , . • ~ . , APPROX 3 ~ • , ~ ~ J • • e ~Y 1 l ' , ~ i • e . ~ , ~ ' . , . i ` • ,X ~ a I 1 ~ .n / ~ ~ ` , , ro . i \ • f. • / • ~ ~ • A Y . ~ O ~ r iC,. ~ . a • ~ ~ ~ i / ~ ~ ~ ~ / ~ O~ . .Z a~ . ' • . a ~ ♦ ~ ~ ~ ~ ti I ♦ \ / { ~ 1 r. ~ ~ e ~ • ~ . ~ , ~ + . . . / ` % % i1 ~ a' VGorVI"W i'nW iVIKi' 'nue. P.O. !OX 303 4WN: 1NELLINOTON. CO. !0l49 stopt: ~ C11fItIIOYlfld RftiIlNflQ W71II o..enpai" 7_ --arp j_ w A LL f-F'i cm.a. i q.woaH.yM _ ~.sort wrhow ww.w+ ~ o.oon sa" e.wa vv,e = o.oo: 1 1MqM d SaM over Too • 35.00in gpl pensity • 110.00 pcf yyiqqn SNm = O.OpM sou o.u Aa`r soi ewYp = I.0m.0 wf caJano sd w..w+wwwion sal FricGm Mple • 90.o aq Ac1N. vi.aur.:w•cs01111mz • 32.0 PmM Pnaaw:KD'G+^mit 33D.0 ipqinpQShc FrkllM + 0100 8ail bNpM m lpwre WDasfMPUV" . 0.00ift D~sipn S~n sar e.ere i,aW • 3,5eo bs ...IMURNB eet. • 06 in So1 PRMUw @ Ta ' 1Xs PK OK !o PrMU" ~ M~N s 382 pu OK AbwWh ` VW 8ai Wrasun t~os TMn Anevaele AC! FaelondQ Ta ~ I @ N AG Faetwed iN tlG VM foadW Shur 0 Ta ' 9.0 pl OK FenWiO S" QH§M • 775 psi OK MowopY • 93.1 pM ~ ~N • 216 OK 8um . 321 OK fYinp Caks (YefiW Cawpd+eM Ur4 UMrr SIO% FarcA . D00.7 br MM100%PYNN►iata= . 2.6/O.OIA Iws t00% Frkton foree 1.OEB.016s AddW Face Redd • 0.0 ts OK ....br 1.5 : 1 9tepliY ' QO b OK ~ +0-W4 Design Resul limL Fscbnd PnsHw - : 1,786 10 pd ~ : ~d ~ 2,23t 0 e.4 MV : DwvMwO ~ 933 2.774 M yy: poggn . 11.297 2.774 Mi AcIwIl.yWy9lwv • 9.01 T7.47pr Maw 1-Way Sher • 99.11 91.11 pti Ta llwntacMq ~IN 5a 16.00 in M" R.;M„am = ssateoom ~yy R~fpqrp : Nmt Spet'd d". Dmb: 4'.1SPM. S J1A 00 FN7 j FoaM - ~ sennquh s s or~»ns~m ro - a.aoo aM =r - eo.aaovE Min. a r o.ao+2 Too WNh • 7.67R HM.+wen, • 133 To1M FootinY VWdlh FoaMqThkloKSS ~ f200in KOyWNM . O.OOin wYpdpth . O.OOii KRy DiWnee fian Too • 0.0011 Corn g Top • 3.01C) tn O &m.• 3.00 M ( aam ~Construction To o sum au p.ays~.yM rt* o.oo wdMoNrWwaarwr • conaale Ttia...+ • a.ou Robw skm . a s PAbw gpocyp • 1200 WbrP4ud• ` EdP pM~ - ~ iFB • WFa R OAS? Ta1N Fora Q Sae6on M= 1.286 2 ManNM... ActW 14! . 3.SB3. t ympi1.... ,I,lowmEle . 8.200.3 Shwr..... ACW Ptl= 17.3 $Ilrf.._.AbM" Pa° 93.1 br DMlup A60YE H1. 9ar tapM1look BEIOW Hl WPII WsQN R*w Deplh 'd lYSOmy dta Im fs Solid Groutinp Pp` PM ` Medubr RMio 1n ' Slwt Term Fator • EquW. Soid Thidc. • C _ aO a~: Nvme1 Weph1 ►c OW' S.000.0 ~ FY pd• 80.0000 ~ N~. ~ S 'F~ ~ 30.50 h. ~ 43.75 #7Q M15 n. ~4l.45 +4 19Q 4 wr. r by1AKMA 1t ;/7 yns 21.30 In = 6.00 : 07 jn: 6.78 - , pg$KiNEp STRUCTURES, lNC. P.O. BOX 303 1NELlINOTON, GO. e049 A~lnNY.1AMY! van awrrce Mo~m ~n ba n n.r Nwl Aetin Prwwn . 1,758.9 4.83 3.278.0 Ta lidM Proswro • -2502 7.39 J~t.6 Suqyrp ON1 Tx * A40cot f~Load ' AdMd LMnI load • La0 Q SMn Above Soil • ~kLosd ' .90D.7 O.T.M. • Y,gX.4 now • Z.~f vaecr t wa wea ra Sou r.esswm = 3.seo.0 ros vwtiesl compaiwx ot acA+pswin weo fa Wd pMwrO 1o.: oww: Owrlption : CiftkYKNl RfWf11flQ Will i prr. 4.15PM. 5lULOD foru - G IArw6 Ma~wM e. n R+ SaYOveiNeN • 1.375.0 3.17 4,754.2 &noa0 $ai Ovr ►4N = swe" Ovw Now ' AqpeMRFog" L04d • AdM dtl latl m SMm + 0.00 Sal Owr Toe . 5l50.0 0A7 468.3 §upGI/rp OMt TW ~ amw.gnu•) . mo z.ro 1.450.0 F!O 0 SMT Tm+M1ar ~ POdhY W~9N . 000.0 2.00 1.300.0 IGcY Waat ~ Virt Gafpawt • 310.0 4.00 1,24.0 TuW ~ 3.560.0 As R.N.• 6.702.5 3/7 A. g r,~72srsn ,3W 'Dr;v+cwAy NB~vls"" ~1-s@/Z • c - .sQ,ein OTa owwm ..wa •5@19.in ajhafi.mM, a H,,4 Sae Appendx A . rx f11" 47 r ,L• ~ ~lbS y'YP-CAt-r ~oR Z . rer I OESIONED STRUCTURES. INC. Tift: ibb • P.O. Bbl( 303 au: 00PM. 5 Jul o0 YYELLINOTON. CO. 0050 ka~a : Canlilevered Retaining Wdl Design MyiydNtlpM ' 10.OOR Wa1 Migi ~~bY! f0A ~ 040111 Sbps BMind WA • 0.00 ~ t HepM d Sail wN Tae • 36.00 h $piQensily • it0.00ytf wree w, stem • o 0 o,r FSoB Dau - I Auow sai e.nxp • +,eoo.o pu C01.11010 SOi Pf"Um CYCCUh1100 SOM FfICMII A1101a • 30.0 cft MM RNivr W'GMnma = 32.0 ParirePre"uw:KV'GartMns 7i00 Foorollsoi fnctim = Oaoo 0.00 n ° CVAfoTap • 3.001ft QBIm.- 3.001" Owon EummuY Talr 8nrup LaA • 5.796 b ...nauIlaA ace. • 6.00 in 8d Praxin Too • 1.541 pd OK SOi Prelwn ~ FNM • Se7 ptl OK luoweu • mo 00 SoM Ptwsuffe Loss Thsi Abw" ACI Faqortd Tx = 1,YM pat ACI F~ctantl ~ Heal • 771 isf ieotlrg SMV Q Tov ~ t6.e psi OK ioWYq Slwr o Fbel = 48.1 pl OK AIWAGbk = 90.7 p+i rllY iUbilNy Rslioa Oirtthmkg ' 299 OK gYdip • 216 OK fMMq Glcs (VM" C9m0awM UaA) (a1NN S" Fau 1,lO1.1 b YntOD%PSssNm Fau= - 2.640Obc r.►+oox vriam Forc. - . +.ne-e w red.e Fw. R.qa - 0.0 b. oK ....la 1.5 : fSkbft ~ 0-0 b OK ~ ~i~i i~ .ae iriddl_ FeM~d Pmsume • t.YN 72200 M MMf - tlpwwd = 5,1W 044 My : Dowwrod • 1,982 8.823 Ra M¢ Dnlpn ' 3.242 6,823l14 AOw 1 .w.y sn.r = 0.41 49.0 pu Allew 1-wry shwu = 03.11 93.1+ pd TwRNnkrdrp • 050 Ie.aow ►wr nemfwwn • r e Q+e.oo n wy nanroroina • Nar spk'e slNII COIIiV11Cti011 ■ TeV st" - srMaK o..qn napni e • o.a NhIMMwWAbM-k" • Camb Tlweluwt • 9.00 ROba Sia a 6 5 Ree„ sPEW,o . 8.00 a.m. rrae 0 • Eew pNipn ~ - a fbifS ~ ~ TAd Faru @ Seclion b- 2.4171 ManeM_ ./u,iutl M= l.B29.1 Monknt.....AIbrmEle a KOBJ.O SMr....Adwl Pi' 211 StMr_...Mow" Pr' 03.1 !r DwekO ASOVE Nt. in - 21.36 Br Loplimk BELOW M. b• 6.00 waaw«m paw psp -d • 10e.e Ine 719 Vd. Fs Ptl' SdN GraAny • spwd WOPKIb^ ' Modlr Rbo'K • 3hor1 Term fador • Equiv. Sakd Thitk. • WWnrylbtkTYD*' NOrmaIWNp1M CmpFeDMa fe Fy pM • 3,000.0 NI • lD,000.0 OtlRuAaplNlello*s a %NJAp Tw: MQf9.T5in,Me 30.50 n.fRO4725fn,#70 40.23n.ile 4E.25 in,YOM 1 fNM: f40 10.00 M. Aa u.so in, me u.oo wn, isg 2075.,. ae@ 39.25 ti, si! s wy roo a.r armra -5/ / Footina Stnnolhs i bNnM»ian ro. aooo v.i Fr = eo.ooow Mf11. Ay X s 0.0012 Ta WfdM = 21211 /UN YVltllh ~ l00 TMN Foatirp Wi0ih imlkpThkqyss = 1200in wy w.xn ~ o.aom K" pepth = 0.00 n VAy plqsrce hom Toe ~ O.OD A ' pE&4MED 87RUCTUREB, INC. P.O. BOX 303 WELLINGTON. CO./C449 ~ ~.....w« canoevered own q ~ - - /MNActinProuure = 1,07.6 3.87 7.iM.5 Ta AelNr Prnwn • -256.2 1.33 -511.6 5wdwyeOvMToe • AqPeM FodYiY l°aQ ~ Added l+benl laad ' liuW Q 9lan Mv+e Sd * 9"wenielotd ' T" . 1.667.4 O.I.M. • 6.M.! R"Munoovwhwpmg Raw . 1M Yefte loaa uaA for Soil Pnswn = 5.795 .8 bs NadeM coMawM dsdM M~Ln uW lar aal pesswa TIM: oOVr. De~alpfe^ : uoye : ina wau Job . ptlw. 4.3OPM, SJULOD 2 Fere~ ~ 01~ R M~ M 8W Ow NOli • 2.50.7 4.33 11.1332 91eqd Soi Owt IbN ' Smd" Ow►kM ` Aqoowo Foetlnp L°ad ~ MiY Ord Lwd an SMn . 0.00 5W Over T00 . 797.5 121 006 gucMrye Ww Tw . §wnWOaM(s) a 1.067 S 2.79 3.096A EaM Q Sbm TnnYora . Fooliq WpH : S25A 2.75 12B'7 K/f'Wapl~t • WR. Cawoawd . W9.2 550 _ Z06.4 TaYI ~ 5.7iS.0 W RM.- 10.246.0 7 tiC~ vw .se.m aft 1ys• e ,0.L ' ytRT +ao` S' e/ $ " O . C. N aKz. , ar . i ME I i ~ ase1s.in ~ ST„ I - ra0Ie.in .m nore. rc:n. - a M" See AppenAev Iaa• o/ V ;e,.j N>S pj p~iP~ _ _ - - - - - - - - r e 41 . y N og,-#7 s T'lFICAL WAII REkNFORCING ~ •i♦ I ~ ~ ~ "7 VtkT~ ~ {8° O . c- +4 VERTIGRCAO O -6" O.C. SLppE TO.W f•_p. p~ ~ I l I i! 2#5 HoRz. oV-s- o.C.. . a ni +'-o' ►+ooKS INtO wAu.L W W N ~ ~ rSn SEE PlA FDOIING TIE-BACK WALL NO SCALE M,L4,90:OON a Er. ° ~ F = F in < < ~ X~o~ °a ~z ~~So; aa c °z . = ~ O W Y C ~mW7. oZ N # O ~ ~ Z ~ O 0 . ~ t W F- Y^ ~n ~ =aw m J N 3ic- w ~w W 0 . w oW ~ ~ T _ ~ L 0 < Q W * Xo Q ~ n 0 0 F- w Z a W H~ W a 0 m Z~ Xo0 < . Y ~ = a W Jm0 0 Z H 8 O ~ 0 3~V1 ~I w . M u z F O L~ C ~ i N ? i~#wa z~ w 0 ; O f ~ ,H n 4 1o Z N£'~ ci n mg <+v' O~< i1 \ ~ ~ •o, i i / / a ~ C / ' \ \ k~ i ~ 1 W ~ Q v < ~ . ~ . WV4-HY-btl 1C:tltl YPI LCpibMGL ~~RV~~VrtCO I ~JTw ~yY ~ ' yaja~ b ~ ' ~ p ~ ~ $ r r • ~ \ w • ~ ~ / . i ~ WC ~q$ ~ 1 y~ ,t 1~ N f \ ~ , ' ~ f ~ ' ~i i ~ i e~~. `\•v~~ ~ ~ ; i' ~ t----s.szz----1 .s't ~ 'I ~ . . CA 91i . ~ / ~ I i ~ ~ ~ , • I ~ ~{h ti:t ~ J ~ ! DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10862 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7/18/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3885 URBAN ST Phone : Contractor License No. : 19941 Company : Tim Davis Heating Phone : 460-1258 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurete, 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 ayree to abida by all conditions printed on this application, and that I assume full responstbil'~ty 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) SIGNED DATE Construction Value : $9,500.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $142.50 Total: ~ Use: Description : A/C DUCT AND EQUIP. VENTING AND GARAGE UNIT HEATERS Electrical License No : Plumbing License No : Mechanical License No : 19941 Company : Company : Company : Tim Davis Heating Expiration Date : 7/18/2001 Expiration Date : Expiration Date : Approval : OK Approval : Approval : (1) This pertnit wa6 iseued in accordance wiM the provisions set forth in yopur application antl is subject to the laws of the State ot Colo2tlo and lo the Zoning Regulatbns aM BuiWlng Cade W Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall ezpire If (A) the work authorized is not cammenced within sixty (80) tlays from Issue dale or (B) the building authorizetl is suspended or abandonetl fw a perlotl ot 120 tlas. (3) If Mis permil expires, a newpertn t may be acquired for a fee of one-half the amount normally requiretl, provided no changes heve been or will he matle in the original plans antl speuficebons and any suspension a abantlonment has not exceetletl one (1) year. If changes are matle w d suspenslon ar ebantlonment exceetls one (1) year, NII fees shell be paW for a new permil (4) No vrork of any manner shall be done Mal will charge the natural Bow of waler causing a drainage problem. (5) CoMractor shall notiy the BuiWing Inspec1ortwenry-four (24) houre in atlvance for all inspechons and shall receive wntten approval on inspection card before praceediing witli succeeaWe pheses of the7'ob. (e) The issuence of a pemik or ihe approval of tlrawings and speclflcations shall not be construed lo be a pertnit tor, nor an approval of, any violadon of the provisions W the DuiWin9 codes or arry other ordmance, law, mle or repulatian. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT 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) A PP LI CAT 1o N PropertyOwner: PcNcfCk va1 iDrWcOli,,e Property Address : 3 8-i S SA Phone : Contractor License No. : 1 c(Qy / Company t, " D4,,:5 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND Phone : 3O3"1 (9() a S g 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 accurete; that I have read and ayree 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. Construction value : 950c~' ° ~ Permit Fee : Use Tax : Total : (OWNER)(CONTRACTOR) SIGNED DATE USB : Description lC ~~1 c CA,n~J VeVI I t ~1 C~ C, v~C1 Cp~CtC" Uv~ kA }~e4~LC S : 1~ ~ w ~ ~ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Bt"t~~d 1f!'~"t~S"rff~~ Approval: ~ Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : 1 99y ) Company : Company : Company , K„ ~J'5 Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issueC in accorAance with the provisions se[ forth in yopur application and is subject ro the laws of the State of Coloratlo and ro the,2aning RegulaGOns and Buildin~ Cotle of Wheal Ridge, Colorado or any oMer applicable oMinances of the Ciry. (2) This permit shall ra~pire d(A) the work authorizetl is not commencetl vnNin sixty (80) days from issue tlate or (8) the building authorized is suspended or aban0onetl for a perioA ot 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee af one-half the artwunt nortnaly require4 provide0 no changes have heen or will be matle in the original plans and specifications and any suspension or abantlonment has not exceedetl one (1) yeac If changes are made or if suspension or abantlonment exceeds ane (1) year, full fees shall Ee paid for a new pertnit. (4) No vrork of any manner shall be Cone ttiat will change the naNral ilow of water causing a dreinage problem. (5) Conffactor shall notiiy the Building Inspector twenry-four (24) hours in atlvance for all inspectlons an0 shall receive wntlen approval on inspeclion wrE before proceediing with successive phases of the IoD. (6) The issuance of a permR or the apProval of d2vnngs and specifications shall not Oe consWed to be a pertnit tor, nor an approval o( any violation of the provisions of the builtling co0es or any oNer ortlinance, law, rule or regulaUOn. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10248 BUILDING INSPECTION LINE - 303-234-5933 Date : 3/16/00 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3885 URBAN ST Phone : 424-4409 Contrector License No. : 20606 Company : Right On Remodel & Repair Phone : 424-1300 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulatlons of the Crty of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are aaurete; that I have read and ayree to abide by all wnditions 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 Fiidge ordinances, for work under this pertntt. (OWNER)(CONTR4CTOR) SIGNED DATE Description : New custom residential home Construction Value Permit Fee Plan Review Fee Use Tax Total $246,521.00 $1, 816.95 $0.00 $3,697.82 $5,514.77 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 3300 Approval : MLC Complies R-7 regulations. See attached Landscaping comments Zoning : R-1 Okay per comments Approval: DM musionsm See attached PW review sheet. ENGINEERING FEE $75.00 Approval : GK Occupancy : sfr Walis : Roof : Stories : Residential Units : 7 Electrical License No : 19399 Plumbing License No :19405 Mechanical License No : 19405 Company :Don's Electric Service Company :Stuhr Plumbing, Inc. Company : Stuhr Plumbing, Inc. Expiration Date : 2/28101 Expiration Date : 5/11/01 Expiration Date : 5/11/01 Approval: Approval: Approval: (1) This permit was issued in accortlance with the provisions set foM in yopur eppllca6on anC is sub1'ecl to the laws of the Sqte of Colorado antl to the Zoninp Repulations antl euilding Code of VJheat Ridye, Colarado or atry other applicable ordinances of the City. (2) This pertnit shall ezpire if (A) the work authonzed is not commencetl within sUdy (60) tlays trom iasue dale or (6) the building auMOrizetl Is suspentletl or abantloned for a period of 720 days. (3) if this permit expires, a new permit may be acquiretl for a fee of one-haN the amount nortnaly required, provitled no changea have been or will be made in the original plans and specifcations and any suspension or abantlonment has nol racceedetl one (1) year. H chenges are made a K suspansbn or ahantlonmenl exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of eny manner shall be done that will change ltie naNral fiax of waler causing a dralnape problem. (5) Contrador shall notiry the Building Inspector twenry-tour (24) hours in advance for all inspecllons and shall receive written approval on inspectbn card DeTOre proceediing with succes ive phases of ihe 1ob. (8~ ani o the buadi^go%75~~ I~of d la ,nr9 ule ordreg latlon~ons shall not be consWetl to ba a peimN for, nor an eppioval M, atry violatlon ot ihe provisions Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10248 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 3/16/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3885 URBAN ST Contractor License No. : 20606 Phone : 424-4409 Company : Right On Remodel & Repair Phone : 424-1300 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, 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) SIGNED DATE Description : New custom residential home Construction Value : $246,521.00 Permit Fee : $1,816.95 Plan Review Fee : $1,181.02 Use Tax : $3,697.82 Total: $6,695.79 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 3300 Approval : MLC Complies R-1 regulations. See attached Landscaping comments Zoning : R-1 Okay per comments Approval: DM W See attached PW review sheet. ENGINEERING FEE $75.00 Approval GK Occupancy : sfr Walls : Roof : Stories : Residential Units : 1 Electrical License No : 19399 Company : Don's Electric Service Expiration Date : 2/28/01 Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accortlance with the provisions set forth in yopur applica[ion and is sub ect to ihe laws of the State of Colorado antl to the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ortlinances of t~e Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a periotl of 120 days. (3) If this permi[ expires, a new permit may be acquired Por a fee o( one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations antl any suspension or abandonment has not exceetletl one p) year. If changes are matle or if suspension or abantlonment exceeds one (p year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the naturel Flow otwater causing a drainage problem. (5) Contractor shall notify the Building Inspedor hventy-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of the ~ob. (6) The issuance of a pertnit or the approval o~drewings antl specifwtions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building cAtlesjor any othef,ordinance, law, mle or regulation. 0 ~ s N ~ ~ m < m a ~ d A J ~ R ~ S 5 m ~ ~ ~ ~ C 0 1 ~ m ~ a Q lD ~ N ~p Ma ~ 3 0 aC) ~p O t ~ ~ (D a~ m ~ o (D~ wo 0~ . ~ 0 m O ~ 3 ~ m H C .r 3 a~ g a A~ 0 3 ~y ~ A to A < a O ~ .01r fl! o, ~ , y C M C n 'ry ~d in a o ~ ~9 3 d £ A N N tC O 7 <a C- 0 a O m a W ~ ♦ / r~ L~J ~ ~ s 0 O ~ (D n ~ ,n W =w vN ~ co m C ~ r v ~ YI v ~ ~ 3 Z 7500 West 29th Avenue The City of Wheat Ridge, Colorado Wheat Telephone 303/ 235-2846 Rldbe December 9, 1999 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/propetties as indicated below: PROPERTY OWNER(S): Various OLD ADDRESS: 3810 3825 3830 3850 3855 3880 and 3885 Urban Court NEW ADDRESS: 3810 3825 3830 3850 3855 3880 and 3885 Urban Street LEGAL DESCRIPTION: See attached individual descriptions. AUTHORIZED BY: DISTRIBUTION: DATE: /z 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 JefFerson County Parkway, Golden, 80419 3. Jefferson Counry Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. U.S. Post Office, 1990 Depew, Edgewater, CO 80214 (attn: Leonard James) 6. U.S. Post Office, 10799 W. Alameda Ave., Lakewood, CO 80226 (attn: Bill Grover) 7. Public Service Co., ATTN: Correspondence, 990 Bannock St., Denver, 80204 8. U.S. West, Attn: Shirley Campbeil, 12121 Grant Street, Room 601, Thomton, CO 80241 9. Water District: Consolidated Mutual 10. Sanitation District: Northwest Lakewood 11. Fire District: Wheat Rid e Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. Log File 15. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: "The Camation City" DATE: C~YAMUOEftl]LIINBCWfbNCI b UN-11 S'fM wPd 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) Date 10248 3/16/00 Property Owner : Property Address : 3885 URBAN ST Phone : 424-4409 Contractor License No. : 20606 Company : Right On Remodel & Repair Phone : 424-1300 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permk application are accurate, and do not violate applicable ordinances, rules or regula6ons 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 a$ree to abide by all condRions printed on this appliwtion, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea~,~idgy6rdina9ges, for vy~~tunder this permit. (OWNER)(CONTRACTOR) SIGNED DATE o3 17Q Description : New custom residential home Building Permit Number Construction Value Permit Fee Plan Review Fee Use Tax Total Use: $246,521.00 $1, 816.95 $1,181.02 $3,697.82 $6,695.79 BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : R-1 Approval: DM Approval : GK Occupancy : sfr Walls SIC : Sq. Ft. : 3300 Complies R-1 regulations. See attached Landscaping comments Okay per comments See attached PW review sheet. FEE $75.00 Roof : Stories : Residential Units : 1 Electrical License No : 18777 Plumbing License No : Mechanical License No : Company : B& B Electric Company : Company : Expiration Date : 2/28/1997 Approval : Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in eccordance with the provisions set forth in yopur application and is sub1"ect ta the laws of the State of Coloratlo and to ihe Zoning Repulations and Building Code of Wheat Ridge, Coloredo or any other appliwble ordinances atthe Ciry. (2) This permil shall expire if (A) Me work authorizetl is not wmmenced within slMy (80) tlays from issue tlate or (B) the building eu[horized is suspentletl or abandonetl for a penotl of 720 days. (3) If ihis pertnit ezpires, a new permil may be acquiretl for a tee of one-half the amount normaly required, provided no changes have been or will be matle in ihe original plans and specifications antl any suspension or aEantlonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full Teas shall be paid for a new permit. (4) No woAc of any manner shall be done that will change the natural flow of water causing a tlrainage problem. (5) Contredor shall noUty the Building Inspector twenty-tour (24) hours in atlvance for all inspections and shall receive written approval on inspection cerd before procee7iing wiN successive phases of M. ob. (8) T~e issuance of a permit or the approval o~drawings and specifiwtions shall nat be consWed to be e permit for, nor an approval of, any violatlon of ihe provisions of the buil0ing catles or any other ortlinance, law, rule or regulation. V Ch aild n I S For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building pemut in the City of Wheat Ridge, I do hereby agree to the teims and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: 1. The completion and approval of final inspections and any necessary corrections of electrical, plumbing, mechanical and framing systems. Inspections aze performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential and nonresidential projects with an approved final drainage report and plan, a letter of certification is required from the projects civil engineer of record. Inspection aze performed by the Public Works Deparhnent. 3. The completion and acceptance by the City of Wheat Ridge of all requued public improvemenu, or a Developmemt Covenant may be processed in lieu of consuuction said unprovements. The Public Works Departmem perfoims these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspections are performed by the Plazuvng and Zoning Division. All the above items must be completed and signed off 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 of the structure is not permitted until the Certificate of Occupancy is issued. (Uniform Building Code, SeMion 109) The City is not responsible for any rea1 estate closings or other agreemerns wnceming the property which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. Name (please Date: fJ---'~ }7M 7EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : WHEATERIDGE, COV80215 APPLICATIo N Property Owner :TA 1k lCK Ji~ IJ (NCw ttoubE) Qroperty Address : 3$gs vk(~A^t ST ' Contractor License No. : Company: IQ~I(:jI{T O/J k~-_MOb-eL B€ WG~F{c_ W4f E?}`r kfDC7t Phone: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are aecurete, and do not wolate applicable ordinances, rules or regulations of the Ciry 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 eonEitions printed on this appiieation, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat_,Rxlge inanc~es, for wnder this pertnit. (OWNER)(CONTRACTOR) Description : C V STo M F-l v✓~t-£= • 424 - 44oq gq0 - 1635 424-1300 Construction Value : Permit Fee : c'5'7c Use Tax : Total : Use ° BUIL~NG DEPAENT USE ONLY (!(~l~S lA) -t c J • , SIC A : -=--pp I~LCYC~IGC roval : CLl1Vl~4ll~ r., ~ Zoning : um ,0~-- • f Approvai : En!~ hc~ r~~~nccl ~P1~. rcJ 5~ wA Approval: ZI~ ~pe Occupancy : Watils : Roof : Stories : ectric icens No : ~~t mbing License No Company : Company : Expiration Date : Approval: Expiration Date : Approval: ~.~1✓(F'~ ~~.~c Sil~. iibi• oz 3 gv r Sq Ft. : _ 3~ R 1 ~ > r ~'1 rLl.J Residential Units : Company : Expiration Date : Approval : ~ (1) Th is permit was issued in accortlance with the provisions set torth in yopur appliwlian and is su6ject to the laws of Ne State of ColoreCO antl to the Zoning RepuWUOna anC Builtling Cotle of Wheat Ritlge, Colo200 or any otfier appliraCle ordinances of the Ciry. (2) This pe~mR shall expire if (A) the work auMOnzed is not commencetl within sixly (80) tlays from issue Cate ar (B) the builtling authonzed is suspendeO or abenEOnetl iw a penatl of 120 Oays. (3) If this permit sxpires, a new pertnR may be acquire0 for a fee ot one-halt the amount nortnally required, provitled no changes have 6een or will be made in the original plans antl specificatians antl any suspension or a0antlonment has not excee0e0 one (1) year. If chan9es are maCe or if suspenslon or abantlonment ezaeetla one (1) year, full kes ahail be pai0 for a new pertnit (4) No work of arry manrrer shall be Aone Mat vnll change the natural Pow of water wusing a Oreinaqe problem. (5) CoMrsetor shall notiy the Builtling InspeQOr twenN-four (24) hours in atlvance Por ell inspe[tions and shall receive writlen approval on inspecton wrtf Delore proceediing with suxeesive phases of the )ob. (8) The issuaMe of apemR or the a00mva1 of drawings and specifiralions shall not De conswed to Ee a pertnit tor, nor an approval of, any violation of the provisions of the 6uilEinq yeQEtlbr arry other orEinance, 18w, rule or rcgulatlon. Chief The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE Z~ Z$ 'c'O ADDRESS J¢13At4 !5TTZ0rC( Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing rnnc3irion(s)of the oublic improvements at this address. If you have any questions, please contact me at 235-2868. Si erely, ~ Gre Knyidson, M.P.A. Development Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 WHGqP t. DEPARTMENT OF PUBLIC WORKS BUlLD/NG PERMIT APPLICATION REVIEW ;a ^~<ORP~O Date: 2 ~ 00 Location: Attention: Building Department I have reviewed the attached materials submitted in application for approval of a nU.+J 19TL at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/a ading to be reviewed by Building Division Y\ d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. NPDES Permit Required: _ Yes ~ No 4. / Public Improvements: a. street paving needed: Yes X No b. curb and gutter needed: Yes X No c. sidewalk needed: Yes ~ No d. street lights needed: Yes ~ No e. storm sewer needed: Yes ~X No f. letter of credit required : Yes -_X No If a letter of credit is required, for what improvements? Amount of letter of credit: 5. ! Subdivision Improvement Agreement required: Yes ~X No 6. l Development Covenant required: _ Yes ~ No If Yes, for 7. ~ Traffic impact analysis and report required: Yes )c No 8. ~ State Highway Access Permit needed: Yes _v No 9. r New roadway or alley R.O.W. dedication recommended: _ Yes _)c- No If yes, what is recommended? 10 All existing dedicated roadways/alleys meet the standards of the City: _ Yes _ No If n, hich do not and what is requested: ' - 11. AP VAL: T Public W rks Department has reviewed this request and hereby gives its app al, subje to the abo e and/or attached stipulations. - Signa ure Gr g Knudson Date 1 12. NO APPR VAL: ThePublic Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Greg Knudson Date 13. Stipulations attached: _ Yes X No 14. Summary Comments e xi ~r. ~~c. rr(5 A ec. %S c c -rn A w1 2 . SJQN ~radtni mal ~y I ~n g~byl'an~ ~w~ ~,r,.►aMcc w~-1~, Vel~ Ov UlAll 9~L Afatn4lC I qr4d ►n°~ p'aM 'P''l4t AU C.~\550amcc. 1 J ~ PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING. PERMIT APPLICATIONS Date 2 / Zb Io0 Applicant V1 lql'o11 izM6Wu' Phone #303" A' 1-502 Location of Construction ~ v~n 7T. Purpose of Construction nCuo ~ Building Permit Value ~1 Single Family X Commercial _ Multi-Family _ DEVELOPMENT REVIEW FEES 00 Development Review Processing Fee: $50.00 $ '~Q• ~ (for document processing) Single Family Residential Review Fee: $25.00 $ ZS D , ~ (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erosion control plan). $ - O- Subdivision Improvement Agreement Fee: $125.00 $ - 0- (for document processing and recording) Development Covenant Fee: $125.00 $ ~ 0- (for document processing and recording) CDOT Access Permit Fee: $100.00 $ - b- (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 d (for document review and processing) ~ TOTAL REVIEW FEES: (due at time of building permit issuance) - PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. r Signature of Applicant f Date o i?> 17 ob PLANNING & DEVELOPMENT BUILDING PERMIT REVIEW CHECK LZST Address: Zoning; Existing use: Permit is fpr; Deed: ✓ Survey: Plot Plan: ~ STANDARDS Setbacks/Height: Required Proposed Front: ~ Side: ~ Side: ~ - l5 I C~ Rear. I Structure Height: -a(n 5~j Coverages: Building Coverage: L t ~ 5~~ o Coverage: ~ Area and Width Lot Area: Lot Width: ~4~ ~ tbn Landscaping Requirements: Landscaping percentage: a5 5~j Number o£ Street Trees: -7 a Number o£ Trees/Shrubs: d Parking Requirements: Required Parking Ratio: Number of Spaces: Number of Handicap: ~ Signs: Location Size/Area Free Standing: Wall: Other: ~ Lighting shown: ~ - FefS-1F.EB`15 00 _ 02:12PM:.CMWCF,qX 303 235 2857 P.2.'2 P.02 CiTY OF WHEAT RI JGE CERTxFICATE OF WATER AIYD SEWER )ERVICE AVAILABTLTI'Y Noee to Applicant: A building permit will not be issued v ithout this Certificau signed by the ' District or Agcney supplying seivices. This rjttificate ex lires one vear om date of aoomval by auth rizin¢ aQent. Date Telephone SEWER Name oFAisuid: WF Us - Individual5eptic Pemtit No. Sewet Secvice Available Sewec Setvi m Not Avallabk Commentt or Candiuons: [ htteby actify ilut aviiWbiliry of urvice is as indiened alwve. Signature otAuthorizcd Agont Date )ePlerson Cowuy Hralth Departnent (ff SEPTIC) Authodud 'ignawm Date Ihe ConSOlidated Mutual WpTER rlater Namcj$%any Colorddo Wdl Permic No. Waur Service wvailaWe Waru Sec iee Not ArailaWe CommentsorConditians:, Water service is subject to com liance wi h Co n' -the ru1e5, regulations and requ#rements for such service. 1 Y u~ o ili of xcvice is ss iadicsted above. Laf F~~C Sig~nacum ofAuNonud Agau Date Jeffemn Councy Fiealth Depac4nent (IF WEL1-) AuthocizW Signature Date r 02!14i00 iUU'O 13:59 FA.Y 42426:8 a5ei vn Aal,A.L RE5IRIDE SBNIT Zoo: i. _ %S: ni UV/YL/LU VJATeT PYTrL^` lTqTfFi!'eTE nc Ws-ria ! Nil cTi{Li~'~ CTirpVT(`_Ti. AYA71.AK11.1'1'Y rMe *r..~~ t:...«. s t_ 1_A._~ - t_.mfirae. wnr 1Fnm A?tr nY antiRfVS1 e..~........ i • 'ri.:~ f`tw:R......rrn~we T~~e n~C ~i \L1 ^ 1{ 7 v ~7wi . " L Q.4V7i~D ■ 1 ~ ~ ! - ~y_1'yiA'a1 4mi~9wnfif Nn ~ { - ' ' - I !`mn~RMTC n~ CeMllitiw.r Aa~ 1 ■ I ~ • 1 ■ 1! F~ewFu rre.w.~i~~ N~nr~ awl~M' w wi e~~w!~! ~e s~ aiM(!A aM~T ~ r 1 /~Ll.i_ ~t~~l' ry~ ■ I ■ 1 lGS2C[.'~A l'011~11~1"14"~IIrt UEO]aftRllCSn (kl~,tYl1C 1 . . ~ if1W~Val6u ~N~WiWG ~ . ~ 1 ~ ~ 1t A a ~ ri t n I •~•5~.~',r R't:S e~~-.o. ~rC~-_ , . I l l W a¢[ DtMU A~Ola i) vV3[C ]wviCO 1`1OC Araii~oit 1 ~ ni (`wnAiIGM~- " ~ ~ ~ I 1 neemr Q[~In W[ avJl~aCtlm nr rerfnaG K ax r I I1~M I A ".~r~ v: r `b"' ~ { 1 4Wpry nlil[R 111Wt{iT~ 1!! NL1r4r. ..ti..:~ ~ JdeilVll r~iWiw~':e:.: wfl~"'~• TA'd /GR7 Gq7 F_0£ XV4AIalA7C1 a-ITL'-TA On-bT-Qaa 6 .1 I Y( A RESUBDIVISION OF TRACT IA. MIN RC) UBDIV SIONN74-02 BEING A PORTION OF SECTIONS 20 6 29. T3S. R69W OF THE 6TH P.M. CITY OF WHEAT RIDGE. JEFFERSON COUNTY. COLORADO - SHEET I OF I A-2 ZONING SGUTN 114 CORI SECTION 20 NORTH 114 CORNER SECTION 29 3 14' BRASS UP IN RANGE POINT BOX L.S, 13212 N SCALE 1'.Ao CURVE DELTA ANGLE c I 90.00. D4• C 2 64.1404- C 3 76.2025 C 4 70.23'19' C 5 103.1311' ECI 53.1332- LINE SEARING L I N 00•'6"33-V ELI S Go V)'E ELI 5 17 26'S-E EL3 S 53.19 I '11 I, E RNsfI W T- 1=A - LOT 5 ]3.646 SD. FT. 3ffi>: 3 y -N •49" - J - - 13].35' 1 X0.1- c,I i mo - 4 - I EXISTING: I HWSE _ w I Lu / - 9 of ~0T 20.709 ~SO.fT. ~ I I ~ N - O IQw to f TY mW : EASEIENT -~L 4 I"•I' COIPrAETE P I LLY I 'NI LOT 4 14.963 SO.FT, .387 LOT 3 14.953 SO.", 3SYo s" MLITY EASE NT ITYPICAL) TARY EMEN SEVER EASUNI IV n LOT 14.956 SD,FT. Sale 10 UTILITY I. / EASEJNENT i UTILITY EASEIEXT (TYPICAL) LOT 2 14.954 SO.FT. 3ab I -N 39.512-E- J -119.32"- _ _ N,°-„~A~ENUE ! ~ _ 38TH W RADIUS ARC TAAG IIT CHORD QgpD BEARING 45,00 70.69 45.00 63.64 N .-U-1.-a 45W " 66.16' 40.69' 60.36 3 47.5942-E 45. G0 59.96 35.37 35.62 S U-10 31-• IsAw 16.43 (0.56 17. M" S 35-05 So.. 15.00 27A2 IS .9J' 23.51 5 51`4224"E 45.00 41.60 22.55 40.32 N 0.1.1731-E DISTANCE 3.67' a 2i 1 2 ' 16.52 F B, BAS'S FOR BEARINGS sg N ryl~ IW 2'. 2' MINUET, PILLAR_ -2 v 69.3642-V 1333.n MAST CORNER NORTMEST 1/4 HEAST 1/4 SECTION 29 3 1/4' ALLOY CAP ON 45 RESSR NORTHEAST COON WHEN SECTION n 3 IH- BRASS UP IN RANGE POINT 603 LS 13212 PREPARED BY: LAZE ENGINEERING SERVICE. INC. 9500 WEST 14TH AVENUE. LAXEWdpp CO W215 TEL: 13031 233-AM2 FY. 13031 233-07% SOLE ORA I NAGE \m EASEMENT ECI . 25"nI. . PSI P I WALLACE RICE. BEING THE OWNER OF THE REAL PROPERTY OF 2.616 ACRES OEURED AS FOLLOWS: DESCRIPTION: TRACT A. MINOR SUROIVISION ND. 74-02. Cltt OF VWXT RIDfE. CD OF JEFFERSON. STATE OF COLORA00. NOTARY PUBLIC: CdMTT OF {FFERSM STATE Of MLOU,N, I S$: ;rE FgE001NG INSTRIAWNT US ACXNOWLEpaEp BEFORE W THIS ~ WY IIYG.199Z By ULLIQ RICE AS OWNER, WITNESS W NAN, AN, OFPIC LL SELL W COY45 IM EXPIRES gVjt 1- &`L 1C FMEaOMYRIF#W®RWN VICINITY BOOK /2.-1 PAGF 1-4 RECEPTION NO. F0499--s41 DATE /o-ZA-41 WYOR'5 CERTIFICATION: IS TD CERTIFY THAT THE CITY OF WMEAi ROE COL Apo OF ITS CITY COIMCiL olo ON THIS +1 OPT IM ApP0.0vE TIE WITHIN PLAY. LLOAY• O, CI RN ` WTOp IQI YD L.. ACCORDING TO OD LAX YOI RUST CORpIS ANY LEr+, ACTION BASED UPM ART T SEFE DEF£Ci IN 0. ]XIS SURVEY WITHIN TWEE YEARS AFTER YOU UPOMT olsmE rRSIuCN DEFECT". 1. NO EVENT W . Y ANY ACTION BASED FROM THE DATE OF TIME CUTIFIECNOICSNpRR1~pEO1, TINA, TER. YEYS NOTES: I.633)' SET 573 ( AT RCN OIIIETEII RETW WITH CAP STAHFED "LANE m S" IN: 1 POINT SIOWX }1y3:• 2, tNIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCN. BY LYE SERVI THE I OWXER50FOR EnEIMUTS AHD RII,NYS~ INFORMATION 51RTGIED ST PLAT ITHIE BASIS FOR SEABIRDS, SN,I ON TW ONAPNIC PORTION aF YN15 NaTPEA3RTWI E/D4 - ~ AS 17401.THAT THE NORTH LINE OF THE SECTIOM 20. MEN, 3.30 3642-T. TO OBTAIN-CITY OF WHEAT RIDGE REARIM ROTATE AI.L 0 BEY IRGS cA1W1iFR CLOCJtRIY .11'13 . SUBTRKTIMG FRO( SORTIRIEST AM rTNUST REARINDS YO ADDING TO NMTNEST ARD MallT3T WA:N0 3. 4. TW STMIPATEII DETEIfT1MTRESERTIM 5lMR NUEOI.-yNLy 3E CONSTRUCTED AND WINTAIIED V Ti, WN OERS. WIS3. SUiIDAUR3, Ap 1551'15 IN TIE EVENT TYT SAAR-CMBYIIUCT1011' AND mllErF AP¢ IS THE NOT 'REFORMS) BY TO O SAND MIIEI. THE CITY OF WHEAT RIDE 3HNLL NAIVE AN, CO F - IV U1S11CN AREA in PERFdIM TW IE2SSARY R, ST O WONCN 5110 Oo LDIN3. RUCCFSSMS. Yp Y51ORROHvsFCSTIE TO PAY WON BfUligo . N MO WILDING AN SOUCTAE RILL AL IM TW ER ON ABU GHIY T ILL IVISULTRIW YEAS YD CS CX1WE5 OR ALTERATIONS TW HN lu I WE MADE WI WITHTHC DE CKAAACTUF5TICS RETENTION ONS ENGINEER. IOM/ OUT TW APPRpVRL DF TOE C1T 5. 10' UTILITY EASEMENTS ARE MEREST 'IY1IED ON PRIVATE PROPERTY ADJACENT TO THE FRONT ANO WEAN LOT LINES OF EACH LOT IN TIE SUB-DIVISION OR PUTTED YEA. THESE EASEIENTS YE DEDICATED FOR THE INSTAL -TION, WINTEIUY~, AID REPLACE 1 Of EZECTWIC. GAS, TELEVISION CABLE. YD T9 TIM FACILITIES. UTILITIES SHNLL ALSO BE PEANITTED W TN4N ANY 3CCE55 WEWINTS IN THE ~I Y15AOM. PERNINENT STRUCTURES AND WATER METERS 3111 NOT SE TTEO WITHIN 51Io UTILITY EAZE1ENTS, . 6. VENICLI AR ACCESS FRW WEST UTN AVp,E TO LOT 1 13 RRONISITEO. 7. TW ZOMIRB M TIE W.IECf RROPE3ITY 15 A-1. 3. TW SMXCT PROPERTY LIES IN FLOOD HAZARD ZONE C. 9. EXISTING WTURE TREES M YNE PNII SNALL SE SAVED TN1ROlIdI CONSULTATION RT THE Citt AA30AI5T. RECORDER'S CERTIFICATION: mi-TIM NRNER F MI5 DOCLWNY ACCEPTED FOR FILING 11 YE OFFICE W TE COUNTY CLERK 11 BAY OF . IS RECORDER OF JEFFEA501 COURT] AT CgoRAGO. M TIE jr 3I AT /3;,,L, Br: FFE0.FFEIIE I A /I I XR PR ,ANA RECMOE F CASE HISTORY M1361): µI21 I.7 MS-74-2 PREPARED: WAY 7. IR97 wS-97-2 PR CT:Ky93-s 1.1 P~Ep WGC{dN. RALLAC RICE 4616 FIG STREET IW3) 2349700963 _ SMVEYOR"5 CERTIFICATE Feb-17-00 30:47 R7ght On Remodel & Repa1Y 303 424 1331 P-07 *W(Ir W. F1013012 pEMyitq NO, p0927080 210412000 11:12:33 PG: 001-001 6/3gl1999 101591E2 901 001-001 . PAGE 5•00 pOC•FFE[ 0'~ DAOE fEE~ 3.00 DOL.FEEi 13.20 ' ih pfiCOppgp IM ]EFFER9DM COUN'n• COLORADO RECORDED IN ]EFFERSOH COUN7Y, COlORi1DO h f1lM far reccrtlMe__dey oi ,A.O. 10__.. ot__ ~ PK~pifOn No. W ARRANTY DEID M A+a rt09 1999 . ewm l$ WEA41.ACe131CEMla dav of ot eM Cwnty af *avcs~0.50N W sun of ColonEO . of tM crenter(s), W PwTRi B. A Mwo le9al edtlreN 1s : 594 ~tY e - PRV A a gt~t~9 ~ a 'K< Granu~(q: of tR. WRNES4, iha[ thO Gran<ar(s), for antl In con+itlttrtian of N~ of t 51~3,OW.00 ) DOLLARS Om RwOied Pifb Tw'[lu*mhel era "300 nN W chne ~M ~«etpi aM wffi<IencY o1 rfiicA la her.1ry wknoWedped, bss 9ranud.) 6+rpeined, wld W camey~tl. prewpierv. pebn 9rant. Mnain. call. ~nwY ~ ronfirn wto tne GwMtM(t.~(Y~ai~s and usiyna tora[~[y L tM . rqrp[SONYY• te0eeher vith Improvwonis. Ir arY, simacq lYtnp W bainp In Me nd 6<a!t of WolWO, Ws"iEeU .s follmn: ia t L S. AP R'151oN. ~llM'YOP IEFFP3CSON. SCA1'E OP CO3A1tAI)D rJEE hLSo= (,RhIVTS oF EASEM,G'NT s~,R k«ESS S1818 To fbM-+< OF fFC?t-LTy RS Sl~.o"~N n'Ba'W . Q,cCEpTto+ No, F101'~1O kNll F1013011.~ s~ atae Ynaun es ~crrt mmD.r 380 UAHANSIRECf. WFMT RIDOb. CO 80033. 70GETllEA W th aLL end dnyulef anJ Mretlitamenn xd +pWrtaNnc~t Ihsfeto Celoiplnp, er in Myw1ll ppafOtnirv~ xW th< reveraion sd r~ver~ims, r ioeintl~r rd reaelM~n. rsnp. I~~un ~M M^it~~ ~~w/: .rcl ~II tM e~s~t~. rlMt title in[ve.t, elatm ud tluiuntl uh.ROev-r af che GrmterU), eitFer In lev or ~WitY. oi, in ~M w Ma ~hw~ la~9~1~»d pMi.n, i!h tM TNW1tEM~b M0 gpPsrtM11~4i SO IU~ ~DTONOLD [he ala preM.eg IUV+- bor9~lna td ~ de.vibed xiM ~ppur<cronces, unto the erenNe<qrNL, n;. n.in e~+e .n[0na 1ar~ver. ihe Grmxarf~l. M1la hN~ Ifhfsa10m~ tMt~t rtHna of tRe meealfrg antl d IIverY berpein. entl .prn to ane uRh ehe Gnn[wp). 8M asn~ o~. ~ P~rtcct. ~belut~ wd /rd~tlGl. of theae preientt, he If "II teleetl af M. prsfs~c aboh cnm'^yb, ~sui. of iMcritancq 5n Irv, In fN a+MLb ~ has 9aaa ri0ht, fuLL Couer omi leufvl auMarlty to 91ent, barpdn. ~d aMer oll mtl cmwW tM1. ume in mamer oetl twu m etoroNE, md abt vn- .eu~ u'. fn. a~d ct--1 Rc. all forrcn w.~a.~... ..tw. lim.. tu.c, ~~s~nsmmi.~ wcuibrvrcea e~ntl rqarictiRna efwoc~t~ti[i kiS[JBIP.CTiOBASYMEMS. ( Ttv 4rvrca'(a) dhull erd uilt YARRI.NT AYD fOREYER OffEW the ~bmn bt9slneG Km1s" IM lh* W~ulclnln~n91th' Mala po»euion W the Gr.ntnb), hl. neire aM avata~, aoaln.t .U ani aery prnen er Penons Y w ury Wrt chereef. me afiqubr ruber ~MI l ImluG eM DLur^l, md tM vlwal cpe aingulitr, artl Ms uu of art/ Oerder an.lt M+pp liobl. m aLL pmd.rs. U: WITNy~95YNElEOR ahe oreneer(.) h~. ..[stl Mi. erm on the doee set fortn Wo-. w ~ nAIE Oi _ Col a > H~. ~ ESTHER MOFFi NDTAAY PUBLIC ~ STA7EOFCOIORADO n+; Com~mu51 p1re612'24R00- fh. fonpeinp inrtruim[ ws sckm by n mrq Ky camlinslun awtr.. ut,ran xry haM ervl af(iciLL ..t. W. e L ~nt o Pe n trltttn9 Neul E~crovN Idl9613 Ttel~/ K60V6i! ~ ~uA~~ bp}nre me on [M1ia Yhm R¢ardeE 0..Nrn ;op MTAICK 1 GH G! VE4X! ~q 0 CLERK AND NEOO7~~ROF.IlFFERB017 COUIR1CbRMAD1 f.ORRECT CO~OF THr? ORKMNPrv ClE'RK N~ CLS; ~R FqVF~IRIFFIN.JEFFET?SUNCW~ o }ER11Y GIERK ~"-.lAt`T ~ 0-~-~ V` RECEPTION NO, F0927080 8/13/1999 10:59:22 PG: 001-001 RECORDED:IN JEFFERSONCCOUNTY, COLORRDO ~ / C ~11 ~Yl i i Filed for record the day of A.D. 79 , at o'clock M. RECORDER. > Reception No. By DEPU7Y. WAI2RANTY DEED THISDEED, Made on this day of Avaust09 1999 ' between WALLACE RICE ~ of the County of IEAPERSON and State of Culorndo , of the Grantor(s), and PATRICK B. VAN DE W8GH8 ' whose legal address is : 5740 EVBRETT ST. , ARVADA, CO 60002 ot [he County of ]EPPERSON and State of CnluraAo , of the Grantee(s): WITNESS, That the Grantor(s), for and in consideration of the sum of ( $152,000.00 ) One Hundred Pifty Tvo Thnusand and 00/100 DOLLARS ' the receipt and sufficiency of which is hereby ecknouledged, has granted, bargained, sotd and conveyed, and by these presents does grant, bargain, sell, convey and contirm un[o the Grantee(s), his heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of JBFFERSON and State of Colorado, described as follous: LOT 5, APPLETREE LANB SUBDNISION, COUNTY OF JEPPERSON, STATE OF COLORADO Sta1e cumentary Fee Uo Da1e - , also known as street number 3885 URBAN STREET. WHBAT RIDGE, CO 80033 TOGETHER uith all and singular and hereditaments and appurtenances thereto belonging, or in anyuise appertaining . and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right ' title interest, claim and demand uhatsoever of the Grantor(s), either in law or equity, of, in and to the above bargained ~ premises, with the hereditaments end appurtenances; TOHAVEANDTOHOLD the said premises above bargained and described uith appurtenances, unto the Grentee(s), ~ his heirs and assigns forever. The Grantor(s), for himsetf, his heirs and personat representatives, does covenant, grant, : bargain, and agree to and with the Grantee(s), his heirs and assigns, that at the time of the ensealing and delivery : of these presents, he is well seized of the premises a6ove conveyed, has good, sure, perfect, absolute and indefeasible : estate of inheritance, in lau, in fee simple, and has good right, full power and lawful authority to grant, bargain, : sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other ; grants, bargains, sales, liens, texes, assessments, encunbrances and restrictions of uhatever kind or nawre soever, z EXCEPT GENERAL TAXES AND ASSESSMENTS POR THE YEAR 1999 AND SUBS8QU8NT YEARS, AND SUB]8CT TO EASEMENTS, > RESBRVATIONS, RESTRICTIONS, COVENANTS AND RIGHTS OF WAY OF RECORD, IF ANY; The Grantor(s) shaLl and will WARRANT AND FOREVER OEFEND the above bargained premises in the quiet and peaceabLe I possession of the Grantee(s), his heirs and assigns, against all and every person or persons lawFully claiming the uhoLe or any part thereof. The singular number shall include the plural, and the plural the singular,;and the use of any gender : shall be applicable to at( genders. IN WITNESS WHEREOF the Grantor(s) has executed this deed on the date set forth a6ove. WALLACE RICE f! STATE OF CnlornAo ~ )ss. Ci of 1 P EPPERS N ) : ~ f;{ f~3~fliER ti70FF ll I" NoTn.Rv PuuI_ic; ! TAIL pf= C,pLOFiAf)O The foregoing instrument uas acknowtedged before me on this day of Au ust04-t999 by WALLACB RICB ' My commission expires Witness my hand and officiat seal. -71 Notary ublic Name and Address of Pe n Crea[ing Newly Created Legal D scription ( 38-35-106.5, C.R.S.) i! Escraw# 1689633 When Recorded Return m: PATRICK B. VAN DE WEGHE T i t t e# K689633 L~Np t~T~E 5740 EVERETT ST. , ARVADA. Co 80002 Form No. 932 Rev 4-94. WARRANTY DEED (for Photographic Record) 0 GJ/lU LUGO ~0=41 3OJ4LY6J07 DD CLCVIKlV rHpG G1 B B ELECTRICAL C0. 9335 W. 44TH AVE3N~3) 422_5003RW6E, GO 80U33 Load Calculations For 3885 Urban St Sq ft 9 27403 , 5 Small Appliance 7500 1500 Washer 1500 Gas Dryer 1500 Dishwasher 1500 Funice 40,902 13>634 at 100% 13,634 27,268 at 40~ 10907 24,541 pir Condition 10,000 8,000 Hange 44541va 44,541 Va -!-By 240 185Amps m s ztz-~~ ~~I ~ ~ ~ 1.3tet rer H ne1.a.siis-1l.~.ia:5:5/1E^-~ry:.us.ia:3ias^.a+.s t.ia• ~ . ~ 4 . N ~ ~ e m .c c _ m . am, y~I 9v 's~ _ - . ~ ~ n ~ . , ~ T m~=j ~ - a ♦ 1 ti p „ ; . . . . . . . . . ' , - - - rr. . . , nm, . . . . . . ~ v . • V. ~ , . c m c. ~r• rt a$•~1d~~'' za, a. n`mraa' o n~ yy ~ a ~p p, . uey ~ G , . S W rn Y Y O'N'r ~~d `G 4~~m R>~'WO ~r~ . . . ~ p Ao r ~ ~ ~ ~ .6 u Gb~o . J _ . . rt Q P~ O b p r A [W'i W ~ ..~Oiy ~ .ro ag p•:... cF ~.8 . . . . B ~C ~C y . 6m . . . . ~ ..n . . ~ . . . ~ . . . . . . . 1 7/9'.ll''1" I' S1"*13^' JSY1b-~-.14'. Y~ 374"" 9'~-.771~"~-11•'915/16^~~17•.-'~~~ . . . .~A. - ' a O . 1i n ~ m O I Y. 4 ~ 4. .q O Y-Ti"e 5 w m~ ~ n a -o ~ a a p a° ~ aw tT ti n w . ~ - ~ ~ 5 ~ ~ ~ ~ „ 1n L -1 m ~ W ~ m Y v ~ ~ ~ ~ ~ C/ \i m Yz - '9 y m~ K ~ ( ~ Mated9-~ '~-~t' _ HbIC West 975 W. Misfis'ipU{►11ra. _ Denver CO 80223 303-74WA61-••- 3113A9R_2352 Level Name: BASENMENT Report Date: 3/14/00 7:16:07 AM Joist Pruductz- Plot _ ID '~Slti"..._ ..,_..'~'3bCt . Jl ~6V 91Y2"17I/Pro250 joisR Y 1 _ 1 J2 58' 9 1/2" TJUPro-250 joist 2_. 1 2 J3 52' -91Y2"'I'JDPro-Z50 joist 1 I 7 J4 48' 9 1!2" T7UPro-250 iois[ 13 1 13 " JS 46' -9112""PJT1Pro=250 joigt 1 1 1 J6 44' 9 1/2" TJIlPro-250 jois[ _ 1 1 1 ~ J7 4Z' 91T2rm"ro-2S0;jois[ -5 1 -5 J8 40' 9 1/2" TJUPro-250 joist 1_ 1 1 J9 /ZS' 9-172^'I'JDPro--25Ojoist IlJ 1 -119 J10 26' 9 1/2" TJI/Pro-250 joist 3 1 3 Jll 24' 9 1/2" TJI/Pro-250 joist 1 1 1 J12 22' 9 1/2" TJI/Pro-250 joist 2 1 2 J13 20' ~9 1Y2" TJUPro-230 joist 2 1 2 A4 18' 9 1/2" TJI/Pro-250 joist 1 1 1 J15 1G 9-177 "TJI/Pro=2S0 joist -2 1 -2 J16 14' 9 1/2" TJI/Pro-250 joist 1 1 1 J17 12' 9 1/2" TJI/Pro-250 jois[ 1 Z 1 J18 10' 9 1/2" TJUPro-250 joist , 1 1 1 J19 8' 9 1/2" TJI/Pro-250 jois[ I 1 1 J20 6' 9 1/2" TJUPro-250 jois; 21 I 2 J21 4' 9 1/2" TJI/Pro-Z50 joist 1 Z 1 722 2' 9 1/2" TJI/Pro-250 joist 1 1 1 Rectan gWax.Pr ndvcts- - plot produM Net , ID Length Label QtY• PlY Qty Ml 17' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 3 3 M2 10' 13/4" x91/2" 1:9EMi rTM+»am i Vf.. 2. . 2 4 Accessories-- m.v_~<no roaem.. Dnnn 1 _ ..nv. .nvmnim~i.nr,_._r_._.aiunn+.nn.na.v Level Name• BASENMENT Report Date: 3/14/00 7:16:07 AM Plot Product Net ID _uogth Label QtY• _QtY• Rml 16' 1 1/4" x 9 1/2" 0.8E TimberSVand LSL 5 5 Wbl 6 1/4" 5/8" x 2 5/16" Web Stiffeners 39 78 Shl 4' x 8' 3/4" Plywood gg 88 I1H1~IliL'il L1J1 ~ Jul1UJVU vaivuc-aa~. aa.su~~ Plot Yruiluct.. HA^w''- Net. ID Label Suppart Member Ply Notes Qty. Hl ITT9.5 LVL, LSL or PSL 9 I/2" TJI/Pro-250 joist 1 14 H2 H3 H4 HS H6 Fasteners Top: Face: Member: SLJL,I9xL45 Fasteners Top: Face: Member: ITT9.5 Fasteners Top: Face: Member: SURI9xR45 Fas[eners Top: Face: Member: W9xR47 Fasteners Top: Face: Member. LSSUI25xL30 4-N10 2 - N10 2-N10 Flush Wall 8-NIO 8-N10 Flush Wall 4-N10 Z-N10 2-N10 Flush Wall 8-N10 8-N10 Flush Wall 2-lOD 2 - NIO Flush Wall 9 1/2" TA/Pro-250 joist 9 1/2" TJUPro-250 joist 9 1/2" TII/Pro-250 joist 9 1/2" TJUPro-250iois[ 9 I/2" T7UPro-250 joist 1 1 1 1 1 (z) (Z) (1)(2) (2) 4 19 2 2 24 Level Name: BASENMENT Report Date: 3/14/00 7:16:07 AM (1) Indicates non-stocked hanger (2) Wrb-Stiffeners Required --e~ s ~le---}rr•-+~i~s ia' 7 1-/411-0-t r-sts^ I li f ~ ~ - 71~70 9/SSI I + ll..SLlfi^~1~~-i4'r.H~ 7/8" ~►1 T 5 9f841@ li~~. i i i i o _ » s~ - - ~ $ _ - N o T A A b ~L I,:80~N~ p n 9 2 N ~ 04 ~ ~ ~ ~ . ~ O P 0 (T.r 0~ N 4 y p, O 4p O a q C ~ G, ` Q< =S - ~ 'a _ 4 II.q W c~ ..~.~6 ¢ ft ~ ~ ~ Rm p u nT r p ~.s~ ssn ~ 9Ip z°- r~. ~ v ~ [r~,,, ~ ~ ~ C G. W G O In~ O ~ a A C IlG H✓ . w _ . ~ ~ ~ . o . . . ad~.. m O. ~ - . . N . + ~ 0.. 6 3H . w`i~ . . . ~ _ mr~ h 0 . 00 ~ C Y p7~S.wT~B~- ;Zo3 :17 Tll/1C o > ~n yg y~ T ~ y eT . aa ° H g 5 o ry U ~ y V E Z , ~ ~ ~ ; p ~ q ~ O A. ~ ' . . . .m n z o ° u ~ w 4 ~ . ~ , ~•r 3~ ~ ~ . . . Mater~O=LWJWpoft sMc v~~t 975 w. M;sonippia.ve`. Denver CO 8Q223 303-74,L6161 303-648-2382 Level Name: MAIN FLOOR Report Date: 3/14/00 7:07:01 AM Joist Prodacts Plot , - PYeire!-.. _ . Net... ID ,.,mogth _ _,haieF...., ..._pyy,. Jl 60' 11 7/S" TJUPro-250 joist 6 I 6 J2 58' 117l8" TJUPro-250 joist 3 1 3 J3 56' 11 7/8" TJUPro-250joist 2 1 2 J4 54' 11 7/S" TJI/Pro-250 jois[ 4 1 4 ' JS 52' 11 7/8" TJI/Pro-250 joist 2 1 2 J6 50' 11 7/8" TJUPro-250 joist 1 1 1 • J7 48' 11 7/8" TJI/Pro-250 joist 3 1 3 I8 46' 11 7/8" TJI/Pro-250 joist 2 1 2 J9 44' 11 7/8" TJUPro-250 joist 1 1 1 J10 42' 117/8" TJUPro-250 jois[ 6 1 6 Jl l 40' 11 7/8" TJUPro-250 joist 1 1 1 J12 36' 11 7/8" TJI/Pro-250 joist 1 1 1 J13 34' 11 7/8" TJI/Pro-250 joist 2 1 2 J14 32' I1 7/8" TJI/Pro-250 jois[ 1 1 I J15 30' 11 7/8" TJUPro-250 joist 1 1 1 J16 28' 11 7/8" TJI/Pro-250 joist 3 1 3 J17 26' 11 7/8" TJUPro-250 joist 2 1 2 J18 22' I1 7/8" TJUPto-250 joist 2 1 2 J19 20' 11 7/S" TJI/Pro-250 jois[ 12 1 12 J20 18` 11 7/8" TJUPro-250 jois[ 3 1 3 J21 16' I1 7/8" TA/Pro-250 jois[ 1 1 1 J22 12' I1 7/8" TJI/Pro-250 joist 1 1 1 J23 10' 117/8" TJI/Pro-250 joist 1 1 1 J24 8' 11 7/8" TJI/Pro-250 joist I 1 1 J25 6' 11 7/8" TJI/Pro-250 jois[ 1 1 1 J26 4' 117/8" TJUPro-250 joist 2 1 2 J27 22' 11 7/8" TJI/Pro-350 joist 10 1 10 Rectan mtlar Rroducts Plot ' Product Net Level Name: MAIN FLOOR Report Date: 3/14/00 7:07:01 AM ro _i:eageti _ Labei Ply Qty• Ml 16' 1 3/4" x 11 7/8" 19E Microtlam LVL I 2 2 M2 15' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2 2 M3 13' 1 3/4" x 11 7/8" 1.9E Mierolkam LVL 3 2 6 Accessocies-- - - Plot ,.F+edrek- _ _Aiet ID Itleegth-..... _~abet•..,, .@~7:.. ALT.._ Rml 16' 1 1/4" x 11 7/8" 0.8E TimberStrand LSL_ 19 19 Bkl 1' 2 1f4" 1 t'f/8" TJffPm-250 Blocldng Panels t 1 Eb I1" 11 7/8" TJI/Pro-250 Blocldng Panels 1 1 Bk2 10 1/4" 11 7/S" 'FJffPio-250 Blocldng Panels 3 3 Bk3 1' 1 11/16" 117/8" TJUPro-350 Blocldng Panels 9 9 Sh2 4' x 8' 3/4" Plywooct 102 102 ntVi,qvc,ic i.ia i- a[u[uMuu a[ruuL- i ic nau r3 - Plut--. Paoduct. _ Hanger Net_. ID Label Support 1Hem6er Ply Notes Qty. HI ITT11.88 LVL,, LSL or PSL I I T/8" TJUPro-250 joist 1 11 Fasteners Top: 4 - N10 Face: 2 - N10 Member: 2 - N10 H2 I'f"I'411.88 LVf,, LSF. orPSL Y 3/4" x 11 7!8" 1.9E MicroHam LVL 2 2 Fas[eners Top: 4 - N10 Face: 2 - NIO -Mem6er: .2- N1A mrv__~<n~i✓rrn~r~ " D~eaa'-'1^-... . .r.w+rn...nr...n-mnrt'"_.._._.onim..<.m.nn~~. ONSOLIDATED mutual water March 3, 20000 Mr. Darin Morgan Codes Administrator City of Wheat Ridge 7500 West 29t" Avenue Wheat Ridge, Colorado 80215-6796 Re: Water Tap, 385 Urban Street, Dear Darin: Please be advised that we met with Patrick Van De Weghe, the property owner of 3885 Urban Street on March 1, 2000, regarding the sizing of the water service to his home. It was agreed that he would only install two outside hose bibs and eliminate the full bath in the basement. He is also going to increase the size of the service line from the meter pit to the house per Consolidated's specifications, to a 1-1/2 inch copper pipe. With these changes the water service should be adequate. It was also discussed with him that if the water service should become less than adequate at some future time, it would be the owner's responsibility to do what is necessary to improve the service. If you have any questions, please give me a call. Sincerely, Robert J. Rivera Vice President /rm cc: Patrick Van De Weghe Walter S. Welton, President Tap Paper THE CONSOLIDATED MUTUAL WATER COMPANY 12700 West 27th Avenue • P.O. Box 150068 • Lakewood, Colorado 802] 5 Telephone (303)238-0451 • Faz (303)237-5560 100- LC- LQ,-1 rs t r- 00-: _ rI D (nm: mr z zZ ml r r DI ZI T Mr r V) f C: D m~ z In O Z w boa H I 4 y 8 y c &XX8 o~ ~~pccgg n s~A ?e Il a W O O^°^O rn 0 H 1 N. 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Swiag 3.0 Dcg F DesignHeatl,oad 129549 Sblh UseMfg.Data y Ra[e/SwitWMult 1.60 iNFI[,TRATION TotalSensEquipLoad 31275 BNtt MCUiod Simplified CoostructionQuality Avarage Fireplaces 0 HE.4TTNG COOLING Area(aq.R) 3306 3306 Volume(eu.ft.) 39672 39672 Aic Cteayes/FIour 0.7 0.4 EquivalentCFM 464 265 HEATIIQG EQiJIPME'NT SUIvIMARY Maks See zones fon Model equipment data Type Efficiency / HSPP Hwt8 inPut HPatiifg Outpui Heatiny Tsmp Rise Actuel Heating Faa Htg Air Fiow Futor Space iheimostat 0,00 0 Btuh 0 Btuh 0 lleg p 0 CFM 0.000 CFM/Bwh Lq'IbNI CAOLING EQUIP LOAD SIZlNG IntanalGainB SSSO Btuh Vmtiletioa 0 Btuh Safilttation 0 Bmh Sat Latmt Fquip Load 1150 Btuh ?otalEquipLoad 32425 Btuh COOLiNG EQUiPMENI SUtvA2ARY Make Model Typc COPlEERlSEER Smvble Cooling Letent Cooling iotnl Cooling Accunl CoolinE Fm Clg Air Flow Faetar Load Sms FIat Ratio 02/02/00 0.00 0 Btuh 0 Btuh 0 Btuh o cFM 0.000 CFM/Bwh 96 MANUAL J: 7th Ed. RIGHTJ: Vl 3. 0.12 SrN 11858 Ptintout cettified by ACCA ro meec all requummmfs of Msmal Fo¢m 7 2-03-2900 2:d8PM FR0t4 COOPER HTG / COOLING 303 466 4326 P. 3 RIGHI•J LOAD AND EQUBMENT S1JMOAARY Filenpmt: Van De Weqhe For: RIGH2 ON REMODEL 4 R6PAIR 5740 EVERETT STREE: pgupDp CO 80002 303 424-1300 $y: COOPER HEATING 6 COOLING, INC. 11780 OLDE WADSWOATH SLVD. SROOMFIELD CO 80020 (303) 466-9209 02/02/00 YOUR INDOOR AIR-QUALITY SPECIALIST WIN7ER DESIGN CONDTTION9 Outaide db: -1 Deg F Inside d6: 70 DcgF pesiqn Tp: 72 DegF HEATIIdO SLiMMARY Bwg.Heyt yp" 77305 $Ny VeMilatzonAir C CFivf VentAirLoss 0 HNh Design HmtLoad 77305 BUIh nNFnaitwnox Mtthod Simplified CpnswccoaQuality Average FirePlaces . 0 I3EATIIJG COOLWG qxa(eq.ft) 3306 3306 Volimic(cu.R) 39672 39672 ,qit C1aniewHout 0.5 0.4 EquivslmtCFM 312 265 HEATING EQUfPMENT SUMMARY Mpke TEMPSTAR Model NTC5150HK"' lype gas Fffi^cncy / HSPf' 90.00 Heatinglnput 150000 Btuh HatinQOutpui 120000 gtuh Heating TanD Rise 88 Deg F ActuslHesangFan 1243 CfM Htg Air Flow Fneto: 0.016 CFMlBmh Sprce I'hmnoerat 7obK VAN DE WEGHE RESIDENCE Wthr Denver AP CO Zqne ZONE 1 S[JDAMER putaide db: 91 Deg F ]naide db: 15 1]eg F Design ID: 16 DegF Daily RnmBe x Rc1.Hum.: 50 % Cnains Wau[ 0 Br SEt,iSJBIE COOLING £QSJlP IAAD SIZWG gtnictum 35966 Btuh Vmtilatiam 4 Btuh Desipn Temp. Swing 3.0 Deg F Use Mfg. Drta Y RstdSwiogMult 1.00 •COtalSen,cEquipLoad 35966 BNh LAlENT COOLING EQilIP LOAD S7,ID7G TaumalGains 1250 Btuh Vcatilotioa 0 Btah Infiltrstioa 0 Bmh TotLatmtEquipLwd 1150 Stuh 7otal Equip Load 37116 BNh COOLING EQLMIMENT SLJMMARY Make TEMPSTAR Model CA5560'KD Type ae COP/EERJSEER Smsible Cooling Satenc Cooliag Totnl Cooling Actuel Cooliog Fm Clg Air Flow Fector Load Sena Hwt Ratio 10.50 39900 Btuh 27600 Bnrh 57500 Btuh 1953 CFM 0.054 CFM/Btuh 97 MpMTpI, 7:7tyEd, RIGHfJ: V1 3.0.12 S/N 11858 Priatout cezCfiad by ACCA to mest all izqui:cmaats of Meaust Fam J 2-03-2006 2:48PM FROM COOPER HTG / COOLING 303 466 4326 RIGFIf3 LOAD APID FRUIFbMr SSJMMARY Fileaame: Van De Waqhe 0 2/02/00 por: RSGHT ON REMODEL 4 REPPSR 5740 EV£RETT STREET pAyppp CO 80002 303 424-1300 $y; COOPER HEATING 6 COOLING, INC. 11780 OLDE WADSWORTH BLVD• BROOAL'IELD CO 80020 (303) 466-4209 YOUR ZNDOOR AIR-QVALITY SPECIALIST JobM VAM DE WEGHE RESIDENCE WtLr Denver AP CO Znpe 20NE 2 WfNIER DESIGN COND[T1UNS 3UMMER DBSIGN CONDITIONS Outside db: -1 Dcg F Outside db: 91 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Degjgn TD; 71 DeS F Ihs+B+ ID: 16 Deg F Daily ]taetEe A ~ Bam ; 50 Yo Graint Waur 0 S HEAIING SUNSMARY 9FN9IDLP COOLING EQt]!P IAAD 9F.WG Bld& Heat Loss 52244 Bmh VeatilationAic 0 CFM VmtAirLoss 0 BTub Desip HeBtLosd 52249 Btuh IlVF'II,TRAIION Nfcdiod Simplified ConyWctionQualrty Average Fircplxea 0 HEATING COOLING Area(sq.ft.) 0 0 Volumc (cu.fl.) 0 0 Air alanges/Roiy . 0.0 014 Equavalm(CFM 152 87 HEAIING EQl7I4MEP1T SIJMMARY Make TFMPSTRR Nfpdel NTC5125BK'• TyTe qas EtficiencY / HSPF Heating Input Hwtiag Output Heating Te.mp Rix Actual HeatinB Fan Htg Air Flow Fector Specc Shamostat 80.00 125000 BNh 99000 Btuh 78 DegF 1160 CFM 0.022 CfM/BNh Stcuchue . 0 Btuh Vmwation 0 BNh bwign Temp. Swing 3.0 Deg F Uu Mfg Dam Y RytNSwmBMWt, 1.00 Total Sens Equip Load 0 BNh T,pTF,NL COOLING £QUIP IAAD SQlNG 0 Beeh P. 4 Veatilation 0 Btuh Infiltravon 0 Btuh TotLamntEquipLoad 0 Bwh iowl Fquip I.oad 0 Btuh COOLING EQlJIPMENf SUMMARY Mdice Madcl 'j'ype ac COP/EER/SFFA Smaible Coolio¢ Iatmt Cooling Total Cooling Actuvl Cooting Fan Clg Air Flow Fac= Loed Seas Hwt Rario 0.00 0 Btuh 0 Bmh 0 Stuh 0 CFM 0.053 CFMBwh 0 J,fANUpY, J; 7th Fd, RIGHI-I: Vl 3.0. 12 S/N 11858 pRntput cetti5ed by ACCA to m«t all +equimnenb of Manud Fam J 2-03-2000 2=49Ph1 FROM COOPER HTG / COOLING 303 466 4326 S/Dt 11858 RIGHIJ SHORTFORM Filenazne: Van De Weghe Job!!: VAN DE WEGHE RE9ZDENCE For: RIGHT ON REMODEL & REPAIR 5740 EVERETT STREET pRVADA Co 80002 303 424-1300 $y: COOPER HEATING 6 COOLING, INC. 11780 OLDE WADSWORTH SLVD. SAOOMFIEi.D CO 80020 (303) 406-4209 FffiAT1NG EQUIPMF?N'I lvfakc See zones fOL Modd equipmenc data Type Efficiency / HSPP Heatn8 kw Heating Ouipm Heating Temy Riae qctuai Heating Fan Htg A,ir F7ow Factor 0.00 0 Btuh 0 Btuh 0 Deg F 0 CFM 0.000 CFMlBtuh Outside db Lnside db Daiga ID Doily RmW tnside Humid. Gra;as waser Metkcad Const. ylty F;Rplaces COOLING EQiJIPMENC Mske Model 'Iype COPffl£R/SEER Seoeible Cooling Lateat Cooling Total Coolm$ Aetual Coo2iag F.n Clg Air Flow Factor - - ~ . ~ ~ P. S 02/02/00 F3tg Clg -1 91 70 75 71 16 _ H _ 50 _ 0 Simplified Averaqe 0 O.CO 0 Btuh 0 Btvh 0 Btuh 0 CFM 0.000 CFM/Bhuh ROOM .FNAME AREA HfG GLG HTG CLG SQ.FT. s'tVH BIUFI CFM CFM ZONE 1 n p 3306 77305 35966 1243 19530 20NE 2 n p 0 52244 ~ 1160 Enti=e House d 3306 129549 31273 2403 5659 Veatilation Au 0 0 31275 Equip. @ 1.00 RSM 1150 Latrnt Cooling o~nc vasn9 32425 2403 5859 MANCTAL J: 71h F.d. RIGAI-J: V3.0.12 MAN[JAI.7:7thEd. RIGFif-J: V3.0.12 s JV Soils and Materials Consultants, Inc. SUE3URFACE INVESTIGATION PROPOSED RESIDENCE 3885 URBAN STREET LOT 5 APPLETREE LANE SUBDIVISION WHEATRIDGE, COLORADO Project No. 1-2677-01 September 3, 1999 , Prepared for Patrick Van De Weghe Robert A. Granic~, P.E. Project Engineer 5604 KENDALL COURT ARVADA,COlORA00 80002 Phone (703) 431-2395 Fax(J03)a31-2594 Keith D. Seaton, P.E. Senior Engineer TABLE OF CONTENTS GENERAL PROPOSED CONSTRUCTION AND SITE CONDITIONS SUBSURFACE CONDITIONS AND FIELD INVESTIGATION Fill Natural Soils CONVENTIONAL SPREAD FOOTINGS ADDITIONAL FOUNDATION DESIGN CRITERIA INTERIOR FLOOR CONSTRUCTION Habitab!e Space Area Garage Floor Slab Construction Slab Void Monitoring DRAIN SYSTEM BACKFILL & SURFACE DRAINAGE LAWN IRRIGATION GEOTECHNICAL RISK DESIGN CONSULTATION & CONSTRUCTiON OBSERVATIONS TEST HOLE LOCATION PLAN LOGS OF TEST HOLES LEGEND AND NOTES SWELL - CONSOLIDATION TESTS DRAIN SYSTEM DETAIL LANDSCAPING DETAIL EXPANSION POTENTIAL AND INTERIOR FLOOR RISK ASSESSMENT 1 1 1 2 2 3 4 5 5 6 7 8 8 9 10 10 Figure 1 2 3 4 5-7 8 Appendix S M C 4` GENERAL This report presents the results of a subsurface investigation conducted at the site of a proposed residence to be located at 3885 Urban Street, Lot 5, Appletree Lane Subdivision, Wheat Ridge, Colorado. The investigation was performed to recommend the types and depths of foundations, allowable soil bearing pressures, and other precautions that should be taken in the design or construction of the structure due to the soil and ground water conditions. The conclusions and recommendations presented are based on the data gathered during the site investigation, the resuits of the laboratory testing and our experience with similar soil and ground water conditions. I PROPOSED CONSTRUCTION AND SITE CONDITIONS It is our understanding that the proposed residence will be one or two stories with a basement and an attached garage. Construction will be of reinforced concrete foundations with a wood frame superstructure ccvered by brick veneer, stucco and/or wood siding. The site is presently occupied by a barn. A detention pond is located on the eastern 1/3 of the property and the bottom of the pond is three feet below the level of the building pad. A timber retaining wall is located on the north and east sides of the pond. The ground surface on the site is relatively level in the area of the proposed residence and slopes to a lower level where the barn is located. SUBSURFACE CONDITIONS AND FIELD INVESTIGATION Two test holes were drilled at the approximate locations shown on Figure 1. Test Hole Location Plan. The soils encountered in the test holes are shown on Figure 2, Logs of Test Holes, and described on Figure 3, Legend and Notes. Samples of the soils encountered were taken at the depths shown on Figure 2. S M C The results of swell-consolidation tests performed on selected samples are shown on Figure 4. The soils encountered in the test holes are relatively uniform varying in depth. Generally 1%= to 5 feet of fill was encountered in the test holes overlying 2%= to 3%z feet of silty, clayey sand. Three to eight feet of sandy, silty clay was found below depths 5 and 8%z feet overlying siity sand and gravel. No bedrock was found in the test holes to the maximum depths of exploration, 20 and 25 feet. Fill The fill encountered in the test holes was very stiff, slightly moist and brown in color. The sample tested exhibited high swell when wetted ur.der a constant vertical load of 500 psf. No records of any fiil placement observations or testing were made available for our review at the time of our analysis for this report. It is unknown whether the fill was placed in a controlled manner and that construction observation and testing records do exist. As a minimum, it is recommended *_hat the owner obtain a copy of all fill placement records to verify that the fill was placed in accordance with the applicable site development recommendations prepared for the project. We are available to assist you with a review of such records. If such records are not obtained or are inadequate, it must be understood that construction upon undocumented fiil is at the sole risk of the owner. Natural Soils The silty, clayey sand was loose to medium dense, slightly moist and light brown to brown in color. This material was not tested but is assessed as possessing a non to very low expansion potential. The sandy silty clay was medium stiff to stiff, moist to very moist and brown in color. The sample tested exhibited low swell when wetted under a constant vertical load of 500 psf. 2 S M C The silty sand and gravel was medium dense to dense and brown in color. This material is assessed as possessing a non expansive potential. Free water was encountered in Test Hole 2 at depth 20 feet at the time of drilling. The test holes were caved at depths 13Y~ and 161/2 feet when checked five days after drilling. CONVENTIONAL SPREAD FOOTINGS The fill encountered in the test holes is unsuitable for support of a footing foundation. Therefore, the existing fill should be removed from beneath the foundation area and a minimum of 5 feet horizontally beyond ;he outside eoges of the proposed footings. The foundation should be placed on the natural silty, clayey sand. Soft soils may be encountered at foundation bearing depth. if soft soils are encountered it will be necessary to overexcavate ±he bottoms of the excavation a minimum of three feet and replace the soft soils with 1%2 inch crushed rock or recycled concrete. The crushed rock should be wheel rolled into the soils with a rubber tire excavator until there is less than 1/8 inch deflection beneath the loader. I Following placement of the crushed rock material (if necessary), the structure may be supported on conventional spread footings that are designed for a maximum allowable soil bearing pressure of 1,500 pounds per square foot. Minimum 16 inch wide footings should be specified. The dead load on footings should be proportioned as much as practicable to minimize potential differential movement problems. Interior loads should be supported on beams and columns, placed on isolated pads, designed as above. A minimum dimension of 20 inches for isolated footing pads is recommended. Exterior footings should extend to a depth of at least 30 inches below final surface grade to provide protection against frost action. 3 F ' " c S M C We must be retained to observe the open excavation to verify removal of the fill and identify whether soft soils requiring removal prior to construction of the footings are present. ADDITIONAL FOUNDATION DESIGN CRITERIA The soils may heave laterally. Therefore, walls should be reinforced and braced to resist these lateral pressures. This is especially true for full height basement walls. Methods of accomplishing this include the following: a. Placing vertical and additionai horizontal reinforcing steel in walls and wrapping openings in the walls with steel. b. Providing additional anchor bolts. ` c. Using a"wet" mud sill. c'. lising joist anchors at mud sill or additional nailing. e. Providing a steel "mat" behind beam pockets and grouting all beam pockets. The above would only be necessary on especially long, unsupported basement walis. Also, this may not be necessary where small basements are cut up by offsets in the walls. We are available to discuss this with your structural engineer. Lateral earth pressures on walls depend on such factors as the type of wall, hydrostatic pressure behind the wail, type and slope of backfill material, degree of backfill compaction, ailowable wall movements, and surcharge loading. The hydrostatic pressures may be reduced by placing a drain system around the perimeter of the foundation walls. Foundation walls should be designed for a lateral equivalent fluid pressure of 50 pcf. The backfill should be compacted following the recommendations outlined below (see Backfill and Surface Drainage). No consideration was given to backfill sloping toward the residence, surcharge loading or hydrostatic pressures in the computation of the laterai equivalent fluid pressure. If any of 4 S M C these conditions are anticipated, we are available to assist you in revising these criteria. Soluble sulfate crystais were not noted in the sampies obtained for this investigatien. Therefore, foundation concrete may be designed forthe negligible sulfate condition using the current ACI Design Manual guidelines. INTERIOR FLOOR CONSTRUCTION Habitable Space Area The soils encountered at foundation levels are stable at their natural moisture contents. However, the owner must realize that there is always a potential for movement or cracking of concrete sJabs on grade. The site will be assessed as possessing a low expansion potential once the overexcavation procedures recommended previously are followed (see Conventional Spread Footings). Based upon this assessed expansion potential, we believe that there is a low risk of interior slabs not performing within a reasonable amount of movement for the usage of the slab. See the Appendix to this report for a discussion of expansion potential and interior floor risk assessment. The only positive method of preventing movement of interior floors is to provide structural floor systems - the floors would be supported on the found- ation. The builder and/or future owner must realize that there is a risk of floor movement with any other construction alternative. Floors should be supported structurally if the future owner cannot tolerate any fioor movement or cracking. If the owner desires to use slab on grade construction techniques and is willing to assume the risk of concrete slab movement, the details outlined below should be followed during construction of the slab. Experience with similar soil conditions indicates that these construction details will help to reduce wetting of soils supporting the slab and may reduce damage should some wetting take ~ place: 5 S M C 1. The slab should be placed directly on the undisturbed, natural soils or well compacted fiil. 2. Separate the slab from all bearing members and utility lines to allow its independeni movement; i.e., construct a floating slab. Provide positive control joints at the junction of the slab with foundation walls. 3. Joints should be scored in the slab at maximum 200 square foot areas. A control joint should also be scored 2 feet in from, and parallel to, all foundation walls. The joints should be scored 1/4 of the slab thickness. 4. Construct a minimum 2 inch void space above, or below, partitions on the slab. In finished areas, all furring strips, drywall and paneling should stop 2 inches from the top of the slao. The 2 inch void space can be covered with a molding strip. 5. If hot water heat is used, the piping should not be Flaced beneath the concrete slab. If a forced air furnace is used, a 2 inch collaps- ible connaction should be provided between the furnace and the heat ducts. 6. Backfill in the interior and exterior utility trenches should be care- fully compacted (see Backfill and Surface Drainage below). 7. Keep the soils that will support the slab moist during construction by occasional sprinkling and especialiy a day or so prior to pouring the slab. In addition, good backfiil and surface drainage should be provided, and lawn irrigation minimized, as discussed below. Garaqe Floor Slab Construction The existing fill that will support the garage slab has been assessed as possessing a high risk of a concrete slab not performing within a reasonable amount of movement. If the existing fill is removed and replaced with 6 M C acceptable non-expansive material the risk of a concrete slab not performing within a reasonable amount of movement would be low. The owner must be willing to assume this risk of garage slab movement if the on-site fiil is used to support the slab. If it is desired to reduce this risk, then the garage floor should be supported on a non-expansive imported material or as a structurai member. It is recommended that the procedures outlined below be foilowed during construction of garage floor slabs. Our experience with similar conditions has shown that these details help to reduce wetting of soils supporting garage slabs and may help to reduce damage should some wetting of the slab supporting materials occur. 1. The slab should be placed directly on well compacted fill. 2. Separate the slab from all bearing members to allow its indepen- dent movement; i.e., construct a floating slab. Provide positive control joints at the junction of the slab with founda±ion walls. 3. Joints should be scored at maximum 200 square foot areas. Joints should be scored to a depth of 1/4 the thickness of the slab. 4. Construct minimum 2 inch void spaces above, or below, partitions on the siab. In finished areas, all furring strips, drywall and paneling should stop 2 inches from the top of the siab. The 2 inch void spaces can be covered with molding strips. 5. Garage door jambs and trim should be constructed with expansion material beneath them so the slab will not interfere with the jarnb if the slab moves. 6. Garage door tracks should be constructed with a minimum one inch void space between the bottom of the track and the floor slab. Slab Void Monitorinq The owner is advised that the potential movement of slabs supported directly on these expansive soils could exceed the partition 7 `-~"+yL'• - - - - - - <a,.-._.___ M C void spaces recommended above. These void spaces are not intended to anticipate total potential slab movement, but are intended to prevent immediate damage to the superstructure and serve as indicators to slab movement. These vcid spaces must be maintained by the homeowner for the life of the structure. DRAIN SYSTEM Ground water conditions are satisfactory for lower level construction for the residence. However, the foundation will extend into silty, ciayey sands. These materials are relatively impervious and tend to trap water. The source of water could be from excessive irrigation and precipitation accumulating in backfill areas due to poor surface drainage with resuitatit seepage to foundation depth or seepage from the detention pond. For this reason, a drain system should be provided around the structure. Typical drain system details are as shown on Figures 5, 6, and 7. The drain system should be graded to a sump permitting ~ pump dischar.ge. A pump would not be required until actual w2ter a::cumulation occurs, and the amour.t of water could not be bailed from the sump. VVe should be called to observe the soils exposed in the excavations to verify the details of the drain system. BACKFILL & SURFACE DRAINAGE The amount of moisture infiltration into the backfill soils from surface drainage should be reduced. This can generally be accomplished by placing a relatively impervious backfill around the foundation walis and providing a sloping grade away from the foundation. The backfill material should be free of debris and be throughly moistened and properly compacted to reduce settlement. Compaction of the backfill should include the soils used to fill the construction ramp into the excavation and utility trenches approaching the residence. Foundation walis should be properly braced during backfilling operations. 8 - - - - - - - -~-_`.y__. S M C The final grade of the backfill should have a good slope away from the foundation wails on all sides. A fall of 12 inches in the first 10 feet away from the structure is recommended. Downspouts and sill cocks should discharge into splash blocks or long downspout extensions which extend past the backfill zone when the ground surface is not protected by concrete slabs or asphalt paving. LAWN IRRIGATION A sprinkler systerri should not be instalied next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so the spray from the heads, under full pressure, does not fail within 5 feet of the foundation walls. Zone control boxes and drains should bE+ constructed at least 10 feet away from the foundations. It is strongly recommended that automatic shut off valves be installed as an integral part of the sprinkler system to heip prevent leakage. Lawn irrigation should be controlled as much as practicable. Particular care should be taken during final landscaping of the site. If the owner desires to p!ant next to foundation wails cr exterior siabs it should be understood that there is a risk ot future damage if wetting of the foundation soils occurs. As an alternative to planting next to foundations and exterior slabs, it is advisable to install decorative landscaped areas such as gravel and/or bark. If decorative areas are installed, the gravel or bark shouid be piaced directly on the soiis or on a non-woven, geotextile fabric, which will allow natural evaporation to occur and will still inhibit weed growth - the use of polyathylene is not recommended. The edges of decoracive areas should be constructed to allow surface drainage to be quickly discharaed away from foundation walis or exterior slabs. This can be accomplished by constructing the edges of decorative areas above the adjacent, lawn or ground surface, and not impeding drainage with grass stops. All grass stops should be perforated or constructed to allow 9 S M C discharge out of the decorative areas. Refer to Figure 8 for a typical decorative installation detail. GEOTECHNICAL RISK The concept of risk as it applies to structure construction is the single most significant aspect of any geotechnical evaluation. The primary reason for this is that the methods used by geotechnical engineers to develop recommenda- tions for construction are not an exact science. The methods used are typically empirical and, therefore, engineering judgement and experience must also be applied. The solutions presented in any geotechnical evaluation therefore cannot be considered risk free, and are therefore not a guarantee that the interaction , between the soils and the proposed structure will act as desired or intended. The engineering recommendations presented in the preceding sections are our best estimates of the measures that are necessary to help the proposed structure perform in a satisfactory manner. These recommendations are based on the information generated during this and previous evaluations and our experience in working with these types of conditions. The owner must understand this concept of risk, as it is they who must decide what is an acceptable level of risk for the type of structure to be constructed on the site. DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS This report has been prepared for the exciusive use of Patrick Van De Weghe for the purpose of providing geotechnical design data for the proposed project. The data gathered and the conclusions and recommendations presented are based upon the consideration of many factors including, but not limited to, the type of development proposed, the configuration of surrounding structures, the geologic setting, the materials encountered, and our understanding of the level of risk accedtable to the client. Therefore, the conclusions and recommen- dations contained in this report shall not be considered valid for use by others 10 ~ •(~.~~4y~ . . ~ ' ' . . ' . . - . M ~ C unless accompanied by written authorization from Soils and Materials Consul- tants, Inc. (SMC). SMC has endeavored to perform geotechnical services for this project in accordance with the outlined scope of services and the generaily accepted geotechnical engineering practices in the area at this time. No other warranty, expressed or implied, is made. In the event that any changes in the nature or design of the project are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. Because of the constantly changing state of the practice in geotechnical engineering, and , the potential of site changes after our site exploration, this report should not be relied upon after a period of three years, without our firm being given the opportunity to review and, if necessary, revise our findings. It is recommended that we be provided the opportunity for a general review of the final design and specifications to evaluate whether the earthwork and foundation recommendations have been properly interpreted and implement- ed in the design and specifications. The owner is cautioned concerning those items covered under the headings Interior Floor Construction, Backfill and Surface Drainage, Lawn Irrigation and the Appendix. The owner should also be especially aware of the necessity of maintaining good surface drainage on the site and the importance of keeping water from the foundation backfili soils. In any geotechnical investigation it is necessary to assume :hat the subsurface conditions do not vary from those encountered in the test holes. Our experience has shown that these variations exist and that they become apparent in the foundation excavations. We should, therefore, be called to observe the foundation excaJations prior to construction to verify the subsurface conditions and to test the placement of fiil. 11 S M C Please contact us when further consultation or construction observation services are necessary. The costs of these further services are not included in the fee for this report. RAG/rhb Copies: 3 12 „ . ~ , .._.;r ..c _ . , 's~c~.=~a_-..._" ~-j. . ~-..~...c~~•._~.~ _ . TIMBER RETAINING WALL EXISTING BARN ~ ~ DRAINAGE EASEMENT O \ TOP OF SLOPE (APPROXIMATE) TEST HOLE 7 ~ SCALE:1"=40' Bench Mark - Top of curb at property corner. Assumed elevation 100 feet. 3885 URBAN STREET S Solls and Preject No.1-2677-01 M Materials FTEST HOLE LOCATION PLAN C Consultants, Ina Figure No. 1 ~.n . , , , TEST HOLE 7 2 ss nz is so 85 /iz t /12 80 75 /12 tip ~ w w ~ z 0 < > w J W (12 70 DU Soifs and Materials Consuitants, Inc. Referto Figure 3 for Legend and Notes Project No.1-2671-01 FLOGS OF TEST HOLES Figure No. 2 , , . , . , y.~.~ . . ~ 1... _ LEGEND , [a MAN-MADE FILL, CLAY, SAND, gravelly, some trash; erratic moisture and compaction (CL-SM-SC) El SAND, fine to medium grained, poorly graded, silty, clayey, loose to medium dense, slightly moist, brown (SC-SM) ~ CLAY, silty, sandy (fine grained), soft to medium stiff; moist to very moist, slightly calcareous, brown (CL) o SAND & GRAVEL, fine to coarse grained, poorly graded, some cobbles, silty, medium dense to dense, medium moist to wet (SM-GM) NOTES 1. The test holes were drilled on August 4, 1999„using a 4 inch diameter, cuntinuous flight, solid stem auger. 2. (18/12) Indicates location of penetration test as perforined in this ares. (18/12) means that 18 blows with a 140 pound hammer, fa!ling 30 inches, were required to drive a two inch inside diameter sampler 12 inches. 3. The stratification lines represent±he approximate boundar~ between soil types and the transition may be gradual. 4. The locations of the test holes were approximately determined by pacing from known property corners and using site plans made available to this firm. The elevations of the test holes were approximately determined using a hand level. The locations and elevations of the test holes should be considered accurate only to the degree implied by the method(s) used. 5. Water level readings were made in the test holes at times and under conditions stated. This data has been reviewed and interpretations made in the text of this report. It must be noted, however, that fluctuations of the ground water depth may occur because of seasonal variations in rainfall, temperatlire, and other factors which rr3y differ from those at the time the measurements were rriade. -7 Indicates water level at time of drilling. ~ Indicates depth at which hole was plugged (caved) 5 days after drilling. S Solls 8fld F Project No.1-2677-01 M Matefials LEGEND AND NOTES Consultants, Ina Fiqure No. 3 Swell under constant pressure, due to wetting 6 4 m 3 N Z ~ c 0 0 a 0 N C U 2 Water added to sample 100 500 7.000 Load - PSF 10,000 100.000 t Sample of Fill-Ctay from Test Hole 1 at depth 3 feet. Natural Dry Density 108 pcf Naturai Moisture Content 12.5% sweu under constant pressure, due to wetting m N 1 i c 0 v 0 h c U ~ Water added Z to sample 3 100 1 pS~ Soils and IYI Materials G Consultants, Inc. 500 7.000 Load - PSF 10.000 700,000 Sample of Clay, Silty, Sandy from Test Hole 2 at depth 6 feet. Vatural Dry Density 97 pcf Natural Moisture Content 21.7% SWELL - CONSOLIDATION Project No. 1-2677-01 TESTS Figure No. 4 ANN~° ~ - Foundation Wall BACKFILL / Slip joint between slab and wall e Building Paper Well compacted fill materiai • • ~ ~ FLOOR SLAB FOOTING OR PAD N.18" The drain excavation must not Em extend below a line extending down at a 1 to 1 slope from the inside bottom of the footing. Drain Gravel Sieve Percent Passing Size Sieve Size 1 Yz " 100 1 " 90-100 0-15 0-5 Drain gravel must extend to bottom of,slab . S Soils and M Macerials G' Consultants, Inc Minimum 3 inch diameter (ASTM D2729 PVC or flexible) drain pipe. Slope bottom of trench at 1°/o to a positive gravity outfall or sump. NOT TO SCALE 7DRAIN SYSTEM DETAIL Figure No. 5 , . . , _ . . . . . . . Structural Fioor ~ OR Concrete Slab on Grade (See Reportl SLIP JOINT BETW EEN FILL (SLAB Foundation Wall ~ Minimum 10 mil. polyethylene sealed to foundation wall above drain rock. Extend at least 3' away from wall on excavation bottom. Place non-woven geotextile (Mirafi 140 NSL or equivalent) to cover drain rock. ~ FOOTING OR PAD Crawl Space Only - Polyethylene barrier to be sealed against foundation wall with a mastic compound. Joints also to be sealed. If desired, the polyethylene barri-er can be omitted if the crawl space is properly vented. Drain excavation must not extend below line extending down at a 1 to 1 slope from bottom edge of footing. Extend rock at least 3 inches above top of footing. Drain Gravel Sieve Percent Passing Size Sieve Size 1 " 100 1" 90-100 0-15 3/e" 0-5 Minimum 3 inch diameter ASTM D2729 PVC drain pipe. At high point, top of pipe to be at bottom of footing elevation. Slope bottom of trench at 1% to positive gravity outfall or sump. S Soils and M nnaceria~s C Consultants, Inc. NOT TO SCALE I DRAIiV SYSTEM DETAI~ Figure No. ~ 'I I {4-~ MIN.18" --~y I/ ~ . •.r~i ~lAi~.~.~ . . ~ ~ . ~ . . . . / FOUNDATION WALL STRUCTURALFLOOR Polyethylene barrier to be sealed against foundation wall with a mastic / compound. Joints also to be sealed. If desired, the polyethylene barrier can be omitted if the crawl scape is ~ properly vented. FOOTING OR PAD Drain excavation must not extend ~ ~ 1 below line extending down at 1 to ~ 1 slope from inside bottom edge of footing. MiN. iz, Drain Gravel Sieve Percent Passing Size Sieve Size 1 y," 700 90-100 0-15 3/e" 0-5 S Soits and M Materials Consultants, inc. MIN. 6" Minimum 3 inch diameter (ASTM D2729 PVC or flexible) drain pipe. Slope bottom of trench at 1% to a positive gravity ou2fall or sump. i NOT TO SCALE F DRAIN SYSTEM DETAIL Figure No. 7 ~1!'d1,N -rd~~,~-•jr.•,,-~_n~.~;.:_-i~.is_.y~~d. _ - - ~ Brick or Siding Wood or mezal edging above top or sod with weep holes in bottom to allow water ilow out onto lawn. o(f k 5' Minimum Rock or bark area with downspout exzer,ded beyond edging. Frame Wall Non woven geotextile fabric. Sloped away from foundation, under edging and above sod elevation. Maintain designed slope away from foundation. Minimum fall of i 2" in the first 10 feet away from the foundation is recommended. Foundation Wall S Soils and M Materials G Consultants, Inc. NOT TO SCALE LANDSCAPING DETAIL Figure Na. S M qPPENDIX C EXPANSION POTENTIAL AND INTERIOR FLOOR RISK ASSESSMENT The decision as to the type of floor to place in residences constructed in expansive soil and bedrock environments is one of the most complicated and subjective tasks in current home building nUM neering p~actice. The reason for this is Lhas decisione Amo gbthese factors and geotechnical engi ~erstood, and evaluated in making which must be addressed, unare the foliowin9~ es ihat comprise the foundation supporting subgrade (i.e. clay, 1, The material typ sand, sandstone, claystone, etc.l and their variability in the surrounding are . The s oil profile, soil density and moisture content, and soil plasticity g. The swell characteristics for the m aterial directly beneath the foundation and at 2 least 3 to 5 feet beneath the foundation 4, The depth to ground water and anticlpated depth fluctuation sltuated in a cut or fill area 5g, The su Whether rfac thee lot itopogs raphy and general site dralnage, both pre- and post development. 7, The presence and location of surface water features g, The type of space to be constructed (e.g., unfinished full depth basement, finished full walkout, etc.) ` g, Previous experience with floor construction in the immediate are 10. The amount of irrigation that will be introduced within a completed development. is a subJect ve assessment of all In order to help characaeveeopedr'SExpansoon pote~ eal t of expansion potential has been otential for soil to heave a floor ue dent sweal"Sin that the factors which could contribute to the p conditions. Expansion potential is dlfferentiated from "swell potential or p ion these terms refer to specific laboratory testing of an expansive materiai. Expansion potential is t e engineers assessment of all of these factors using exPerience and engineering 1ud 9ment. Expans potential in tzrms of possible slab on grade damage can be described as follows: Possible Slab on Grade Damage :pansion Potenciai Low Light cracking, small differentiai movements, small heaves Heavy cracking, differeMial movements, heave closing framing erate voids, some movement of utility lines ent Mod Large slab and differential cracks and movem, framing voids closed, utility lines under heavy pressure High ta Very High ineering Again, these categories are not uniform and are developed by experience. Additionaily, the categories do not necessarily correlate to the extent of damages that maY occur. Every eng wit a firm which has long experience in the Denver area has observed slgnificant cracking on soils characterized with a low expansion potential and no e of move testiment ng on correl or materials ation chaofractefactors rized that will high expansion potential. Currently, there Is no typ soil will experience. We have definitively define the amount of movement that any used in the Denver area, Since the swell consoiidation test is ex~ensively correlated percenY swell to expansion potentlal. As a general guideline, solls that swa~I s O mple to nsid . are considered low; 3% to 5% are coThese e wel ~l p erc thee santagesmpiea, e ao/bnd as meedauposurialng its oading h~ swelland over 8% swells are considered very high. a pressure of 500 pounds per square foot, wettin9 The perceM swell is tempered ~~sing all of the other factors noted above on specific an adjac=nt lots in order to determine the expansion poten2ial for a specific site. The variation in subsurface profile comes Into effect if on a particular lot a high expansion potential soil or bedrock S ntered in the lot test hole at a depth below the slab bearing zone and the same material was encou as found at the ground surface on the adjacent lot. Thi, would indicate that the high expansion e w tial material could be expected to be present in a portion of the excavation of the first lot. poten sence of ground water probably indicates that a low swelling soil beneath the ground water The pre hould not be inciuded in the average of the same material that was high swelling in areas of l s leve the site that were dry. If the lot is in a deep cut area, it may possess a higher or lower expansion subject to the natursl wetting and drying cycles. The presence of a new i s now potential as it nd or the removal of an old pond would change the soii moisture conditions and indicate a higher po or lower expansion potential for a site. Obviously, some of these factors may conflict and any laboratory data must be tempered by judgment and experience. Any single factor on a lot may indicate a higher or lower expansion i on potential; however, all of the factors must be considered toqether in determining the expans potential for any specific lot. erhaps the largest factor and the largest variable involved in d that t b p e e no It must also judging expansion potential at any site is the post construction landscaping and irriaation practices on the site and across the general area. Expansive soils do not expand until their moisture content The construction of a subdivision will cause soil moisture contents to rise due to the cut off s i . se r of natural evaporation. This wili cause some movement and heaving. However, experience has shown that irrigation of landscaping adds far more moisture to the soil than the cut off of ractices must be tempered by the expansion potential of ation i d i p rr g evaporation. Landscaping an the site. Experience both within this firm and in discussion with other firms in the Denver area indicates that the following floor types are generally appropriate for each level of expansion ...,ronrfal anrl risk assessment. Expansion Potential Risk Assessment FloorType Non Expansive Low Concrete Slab on Grade Low ~ Low to Moderate Moderate Moderete to High High Structural Floor High to Very High Very High These alternatives must be fully understood by the homebuyer for each site. The homebuyer must understand the subjective nature of the evaluation of expansion potential and the construction methods under consideration. The homebuver must understand that there is a risk of heavina and/or crackinq with the construction of anv concrete slab on arede on anv soil tvpe. They must also understand that these evaluations are subjective in nature, based upon the experience and opinion of the design engineer and, therefore, are not a guarantee that the interaction between the soils and structure will occur as designed or intended. If the homebuver wishes to reduce the risk of floor movement a structural floor must be constructed. The homebuyer must also understand that the use of a structural floor is not without other risks [e.g., elevated humidity (moisture) in the crawi space, possible presence of free water in the crawl space, etc. which may be associated with improperly maintained drainage and/or site grading alterations by the homebuyer or his agents; the growth of moisture related molds and mildews, etc.1 All of the above should be understood and evaluated by the homebuyer(s) in making their choice of floor for their residence.