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HomeMy WebLinkAbout3271 Oak StreetCity of Wheat Ridge `LL Residential Roofing PERMIT - 201704744 PERMIT NO: 201704744 ISSUED: 07/25/2017 JOB ADDRESS: 3271 Oak ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install LAMINATED COMP asphalt shingles with 42SQ RE -ROOF HOUSE *** CONTACTS *** OWNER (303)234-9585 BRIDGE DEWEY RICHARD SUB (303)548-7798 Michael Roberts 090324 Tesoro Builders Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,000.00 FEES Total Valuation 0.00 Use Tax 399.00 Permit Fee 346.95 ** TOTAL ** 745.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. y'TP F� ( Cid k SPECTION RECORD °°�upan� INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection J INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the proj4 "Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Wall Sheathing Concrete Encased Ground (CEG) Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 'er low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201704744 PERMIT NO: 201704744 ISSUED: 07/25/2017 JOB ADDRESS: 3271 Oak ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install LAMINATED COMP asphalt shingles with 42SQ RE -ROOF HOUSE *** CONTACTS *** OWNER (303)234-9585 BRIDGE DEWEY RICHARD SUB (303)548-7798 Michael Roberts 090324 Tesoro Builders Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,000.00 FEES Total Valuation 0.00 Use Tax 399.00'''` Permit Fee 346.95 P 1% ** TOTAL ** 745.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. A City of Wheat Ridge �- Residential Roofing PERMIT - 201704744 PERMIT NO: 201704744 ISSUED: 07/25/2017 JOB ADDRESS: 3271 Oak ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install LAMINATED COMP asphalt shingles with 42SQ RE -ROOF HOUSE I, bymy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am author' ed to obtain this permit and perform the work described and approved in conjunction with this ermit. I further atte that I aut ized o include alI entities named within this document as parties to the work to be performe d that al rk a orm' d ' ose i this doc ent and/or its' accompanying approved plans and specifications. Si e of WNER C OR rcle one Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thispermit 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 Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 issuan ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable od any ordmarr regu, atiot� of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ik.:" Dan Schultz A01 0 7 From: no-reply@ci.wheatridge.co.us Sent: Monday, July 17, 2017 3:01 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application \—�- 4/ Categories: Gina I/iA Residential Roofing Permit Application � � c� This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3271 Oak Street, Wheat Ridge, CO 80033 Dewey Bridge 303-234-9585 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Tesoro Builders Contractor's License 090324 Number (for the City of Wheat Ridge) Contractor Phone 3039069128 Number Contractor Email Address julia.rbrts2@gmail.com Retype Contractor Email julia.rbrts2@gmail.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: No laminated comp Asphalt Field not completed. How many squares of the 42 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? IM Field not completed. TOTAL SQUARES of all 42 roofing material for this project Provide additional detail re roof house here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 19000 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 Michael Roberts Email not displaying correctly? View it in your browser. 3 Insurance Claim I Roofing Agreement Homeowner(s): Dewey Bridge Property Address: 3271 Oak Street, Wheat Ridge, CO 80033 Phone: 303-234-9585 This agreement is hereby made and entered on 6/7/2017 by and between Dewey Bridge, hereafter called Homeowner, and Tesoro Builders, hereafter called Contractor. The said parties, for the considerations hereinafter mentioned, hereby agree to the following: 1. The Contractor will install new roof and/or other home repairs upon approval of insurance claim by Homeowner's Insurance Company. 2. The Contractor agrees to provide all of the material and labor required to perform the following work described in the estimate prepared by Contractor and provided to the Homeowner, which is identified by the signatures of the parties to this agreement and which form a part of this agreement. 3. The Homeowner hereby agrees to pay the Contractor, for the aforesaid materials and labor, the sum of the claim with the initial insurance check(s) due as down payment prior to the commencement of work. Homeowner shall endorse over all insurance proceed checks to Contractor, including any supplement or supplemental payments made by the Homeowner's Insurance Company. 4. If Homeowner's Insurance Company does not approve a complete replacement value roof claim, this Contract will be null and void and Homeowner shall owe Contractor nothing. Contractor will consider partial roof replacements on an individual basis. THE ONLY COST TO HOMEOWNER WILL BE THEIR DEDUCTIBLE. 5. The Contractor agrees to provide and pay for all materials, tools and equipment required for the prosecution and timely completion of the work. Unless otherwise specified, all materials shall be new and of good quality. 6. In the prosecution of the work, the Contractor shall employ a sufficient number of workers skilled in their trades to suitably perform the work. 7. The Homeowner agrees to maintain full insurance on the above-described property during the progress of the work. 8. The Contractor has 120 days to complete all work from the date of signed contract. In the event the Contractor is delayed in the prosecution of the work by acts of God, fire, flood or any other unavoidable casualties; or by labor strikes, late delivery of materials; or by neglect of the Homeowner; the time for completion of the work shall be extended for the sarne period as the delay occasioned by any of the aforementioned causes. 9. The Contractor agrees to obtain insurance to protect himself against claims for property damage, bodily injury or death due to his performance of this agreement. 10. This agreement shall be interpreted under laws of the State of Colorado. 11. Attorney's fees and court costs shall be paid by the defendant in the event that judgment must be, and is, obtained to enforce this agreement or any breach thereof. 20% of the total claim will be paid by the Homeowner should they choose to use a different company for work described in the estimate. 12. All work comes with a five-year workmanship warranty. All materials shall be warranted per manufacturer's guidelines. IN WITNESS WHEREOF, the parties hereto set their hands and seals the day and year written above. ?'✓l�cirro.� /�e6o��`a. Homeowner nature Tesoro Builders i CITY OF WHEAT RIDGE 9r(303) Building Inspection Division _:�(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: C7 ,)(7 _S }' Permit Number: 1,2 :4v C� 7 N�-! ❑ No one available for inspection: Time 1 a Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date: r I Inspector: Pf 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 INSPECTPIj NOTICE Inspection Type: Job Address:�'�� Permit Number: .20/ ❑ No one available for inspection: Time 7 % 1M/PM Re -Inspection required: Yes VI When correctio s have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE a Sn A t a 2 � myz �+ cccc J �. N y0 j,Z f � o mp0 z T "} El ow z El m� a n El Z p n Z S v on t 3 O A 1 4` p_ t ❑❑❑❑ m a� Eo >o n v 4 ♦m 'J s A � m >_ 01 W. per@ `vF� v INSPECTION RECORD OccupancylTVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. o r INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS .LOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS[ - Footings /Caissons Heating (Underground) Stemwall / (CEG) Concrete Encased Ground DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED [ ROIGH ^ a Reinforcing or Monolithic Weatherproof /'French Drain Sewer: Service Lines p Water Seance Lines r POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - f? ra e rY e FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS pOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping:.. SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ` "'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING. AND PUBLIC. WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING. DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ;Electrical .(Underground) '. Plumbing (Underground) - ff Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED [ ROIGH ^ a Sheathing Lath Wall tie Mid Roof p .'Electrical Service 'Rough Electric Rough Plumbing Gas Piping. Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw ♦ ♦ CITY OF WHEAT RIDGE `� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: po/)J Job Address: k Permit Number: ❑ No one available for inspection: Time f >'(} AM/ Re- Inspection required: Yes (' No ' When corrections have been made ll for re- inspection at 303303 2 Date fro - j' Inspector: 1 '„ i,, Y .try �" DO NOT REMOVE THIS NOTICE City of Wheat Ridge / Residential Roofing PERMIT - 091216 PERMIT NO: 091216 ISSUED: 08/11/2009 JOB ADDRESS: 3271 OAK ST EXPIRES: b2/07/2010 DESCRIPTION: Reroof 45 sqs. CONTACTS owner 303/552-1243 Dewey Bridge sub -303/507-0842. Gumerlindo Nunez 09-0215. GN Roofing, Inc. **PARCEL INFO. ;BONE CODE : UA USE : UA SUBDIVISION:.. 0649. - - BLOCK/LOT#: 0/ **FEE SUMMARY - ESTIMATED PROJECT VALUATION:. 12,000.00 FEES Permit Fee 272.10 Total Valuation .00. ~2 tt ~1 Use Tax ..216..00 ~E~"g~Ll~rJ l~drrlGG~'Y TOTAL 488.10M ^'.Conditions:. a: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 eave edge to 21 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 restrictions of record; that all - measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C~i,~1Ct 14 P~ cirn< z ~1L Signature of contractor/owner date 1 This permit was. issued in accordance with the provisions set forth in your application and is. subject to thelaws 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 a new permit. y.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 s' 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 apermit -for, nor. p 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. Signature of ilding Official '..date INSPECTI R VEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 ti REQUEST MUST BE.MADE BY. 3PM ANY. BUSINESS. DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.... ~oFW"E4rRa City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 °9 cotno° Inspection Line: 303-234-5933 9 Building Permit Application Date: 0 1 (0q - Plan Permit M eqp drop-Lm( ss 3?ql n6g-, S~- U)he-o+9,\8-9t- CO 6®13-00 Property Owner (please print): LLc) 19 t t,4q)2 Phone303-SS2 ^ I zqh Mailing Address: (if different than property address) Address: City, State, Zip: t~-,on~rac~pr: QV 1~-€7(7r=lY) Contractor License M Phone: 203 502-031-2- Electrical City License Plumbing City License M Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval:. Use of s ace (description): 4 ,e- ~i©©r Construction Value: ) Z©0 (as calculated per the auditing Valuation Data sheet) D,:@S~rlptt0 .1A/O:f ` v Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares -4t 13- BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do. not>violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed. on this application and that I assume full -responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable. Wheat Ridge Ordinances, for work: under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) ~ ONTRACTO or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: (l`C/t+s`e „n AX 6LgJR--t. SIGNATURE: Date PENMR NUMBER 97-4929 ~ ? o 3 m p y -i m m 0 O m G) D O m n 9 :9 s O V 9 1 D O D O Z -7 D 0 O 9 F Z m D ro g c< mm~ m aama m m a ~ ~ ^ T m n 2 Z Z f Nil J A '~aoC~ m0 ~ 0 y C O Z W W~ m M o m 9 r w w J • a < m n lJ m ~ m 3 m O c+ V O tG m o] m ~ O~ N m N p+ r- fD y K 0 C, 0 a m CD ~ N cNm S " J f ~ J m0 3 m n t/~ Z a 3= E n T N n ' m 7 (D (D . o~~a ~ A o 0 s m o~ 3 a r x O ~ 3~ mavm ~ ~ m m r° m m o ~ O n a m ~ N ~l s S m V~ m m J W ~ s O 6 ~ ~ 3 _ m o a ~ ~ A n m~ n nCR= O N A W mman ° °m m c v rL J 0 9 p m N (D g ~ a a a t p n m ~ C 9 O , 0 m~ N ~ o o > m m tu o~ X m N a Q m na ci 9 n ~ C:) m a It O W ~k m m 6-0 ` ~ W 3 4 O O N 4 m z ~ ° . m ~ m m ~ m ~L oi C) N 6 m ~ ~ p C O m ct S f O Vf 9- j Cf = ~ r O n c+ -5 m f m m Gi (D 0=0 m N N p. C7 M ~ n O CJl ("1 O 02 d 1--~ -0 OD ko rD CD LO N m r CJ1 The City of 7500 W EST 29TH AVENUE ~ WHEAT RIDGE, CO 80215-6713 (303) 234-5900 Wh e at Ciry Admin. fax # 234-5924 Police Dept Fax # 235-2949 GRidge DATE(~U.f- ~.S I99~ TO: ACCOUNTING DEPARTMENT FROM: DIRECTOR OF PLANNING & DEVELOPMENT SUBJECT: ESCROW REFUND Reimb S~rmeQt is~r~eqr,uested2fo3L sc~~`c nds being held for: , ~ ncw 5 4 bcwc~{ (~r~ca5 The landscaping has been completed to the City's satisfaction. RELEASETO: De.wcy A. tr161J{' si-re.c6 ru-~ address Address: 3~"11 C~ o-e- ~ ~r_ ivcArriv`'rr 2-LdCJC. j C.O $U AMOUrrT: # 1 , 5°O ~ Alan White, Director of Planning & Development REGVCLED PAPELi Bu*fin9 Pmtmit Numbet; ,4 39 Job Addrbs : 3271 OAK S'T I DO8CrOon cf Petmk: SUNGLE FAIMLY RE3IDENCE . tn!gpeetic>rt List T . ! paW l AoDmVO FtemArks M FH 2/13198 '-0K/JE aow "~n z11rrss 45~81 f'E 2/19/98 DI&1JE 15?83 FH 15184 FF F-EI W:.....r,»_,.r...= ,1 ' F-E W 477 +1 SCa tA / ~ j-(n ~ . . + . _ ; . Gn ~ . • ~ ~ II . . i~ . venrrt Mursen 9?-4929 E S T ~ Y 00 ~ w m o n 3 ~ ~ ~ 0 ~ ~ m m a ~ m ~ m a 0 ~I Z ~ o _ o ro ~ m m M ~ O m' n = e Q c m m ~ d T a m o ~ 3 ~ J m m c n H m ~ o 0 w ~ c w 9 a n ~ m m ~f 0 c a 0 'o ro n m F 'n O D x m T O r O f Z ~ c ~ 0 N m ~ ro ~ a 3 ~ ~ N N a N f) (D r v ~ O > m o ~ m 9 Ov O y Z pl r 0 N- N ~ ~-0 --1 o+mm = = 3 d "P 0 O f~ 7 .Z7 sv <n n v z m n O O o ~ O f c ~ Z Z 0 'O ~ m ~ ~ 9 ~ o 0 I~ O ~ ~p mm3 57 o il B i K~ 9~o w~ ~f n a' ~ W mmcci m m ~ m m m m m n < - < ..m m 3°~3 , m m ~ m w v v n ooog c°~ m°m» ~ N m - m = 3 Q ro om~a ~ A m ma ~ v ~om 00 5y~ o w ~N ~ 0 n^ m f ~ ~ ° ~ . m o ~ S m p 5 Ln d~00i ~D ~ma a~a am 23 9 o g 0 O m m° ~ 6 L~ Y D m m y avm m 0 v t m X <QO m a m j N 660 ~ ~ 3 f $ ti ~ ? o1, . ~ o a m~~ m n- f om m w o a N O C _ 3 T rr o a a m (D m N ~ w n3m r, c ~ a o ~ o m lp N LO ~ W N LO ~ O) ` 1 ~ . J !~1 ~ a l J O ~ ~ ci ~ z ~ (OPTION D or E) ESCROW AGREEMENT LANDSCAPING AND PARKING LOT IMPROVEMENTS TO: City of Wheat Ridge P.O. Box 638 wheat Ridge, Colorado 80034 The sum oE ~J' O U 0 U DOLLARS ($'I to be held in escrow with (City of Wheat Ridge, Option D)J (Bank,/,~Option E) until landscaping and parking lot imprbvemg-n~Es are completed at 3c?7/ 0 /9K S7 ~Ur/~/9T ~iD6 E. ~r~lP Lf"on/lv lqnnLdianck' (Description) Wheat Ridge, Colorado by 106 6i (Contractor/Deve The City o£ Wheat Ridge shall have the absolute right to withdraw the Escrow Eunds for the purpose of completing the landscaping and parking.lot paving of 7/ 01`}4 S j snouia d~~~ 64R166E- (Contractor/Developer/Owner) fail to complete or provide said landscaping and parking lot improvements prior to the date of /9 . y /?yJy The only requirement to withdraw the Escrow funds in behalf of the City of Wheat ridge shall be a letter from the Planning & Development Department of the City, executed by the Director of said Department and witnessed by the Mayor of the City of Wheat Ridge. Said letter shall state that the landscaping and parking lot improvements, as above set forth, have not been completed or provided by ~E-' (Contractor/Developer/ ner) and that the date of m)r /9~ /y ?S has expired. (OPTZON D or E) ESCROW AGREEMENT LANDSCAPING AND PARKING LOT IMPROVEMENTS -2- ACCEPTED: (Director o£ Planning & Development Depa.rtment - City of Wheat Ridge) (Bank - Option E) Address Phone Number (Contractor/Develop /Owne ~ Address 7/ 0 /~(L Date ~e ')3 V- ys8 s- Phone Number Temporary Certificate of Occupancy for structures covered by this agreement may be issued by the Mayor of the City of Wheat Ridge for a time period not to exceed six (6) months upon acceptance of this agreement by the City. DEWEY R BRIDGE 8-88 5210 -DL 92-026-9585 DATE 11620 W 26TH AVE ezaseeMmo LAKEWOOD CO 80215 PAY TO THE ~ I ~ • ORDEA OF / ~ ~t,~, ooae'77 N-e- IL 44 DOLLARS B ~'7. JEFFU6 SCHOOLS "r~uxq,~~ '^°~,s CREDIT UNION ,<>P _ ,ss avmv ui vo..~naewnon. coi onnuo xu,zx !y 55 MLYIO 1:3070768891: 00 L6030 L"' LO Of PLANNING ANQ DEVELOPMENT NSPEGTION ptVfSfON - 235-2855 ;ITY OF WtiEAT RIDGE DO WEST 29TH AVENUE iEAT RIDGE, C0 80275 y Owner : Address : 3271 OAK ST ;nse No. : 19314 :ompany ; Colo Lifestyle Homes/Parker Const Mgt Buiiding Permit Number : 4929 Date : 4/22/97 Phone : 239-9943 Phone : 239 9943 t SIGNATURE OF UMDERSTANDING AND AGREEMENT radc tl'Fatances proposed bY this pertnit application are accurate; e ordinances, rufes or regWetions ot the City of VJheat R'idge or istric4io~ of record: that all measuremertts ahown, and aliegations pV e reatl. antl agreetyto abide by alt conditions printed on this Ride ;$PPIIcab~WheatiR' g ordnanceswfohtxrorkNu derNisparml~i~ ~ siGNEo anre 4GLEFAMILY RESIDENCE Construetion Value : Permif Fee : Plan Review Fee : Use Tax: Total : $1,270.00 $825:50 $2,10U.00 $4,195,50 BUILDWG DEPARTMENT USE ONLY SIC : Sq. Ft. : 2656 ~ M 414197 SFR MEETS R-1 DEV. REQUIREMENTS. SEC.26-221DI (1) (a) S(b) MUST HAVE 2 STREET TREE$ ON THIS SITE AND NO LESS THAN R-1 50°kOF THE FRdNT YARD LANDSCAPED ~ ~ SEE ATTACHED P.W. REVIEW SHEET IGK 4117197 t Walis : Roof : Stories : Residential Units : 7 Ptumbing License No : Mechanical License No : Company : Company : Expiration Date : Expiratian Date : Approvai : Approval : e ~ ~~■ri~e ~ rAa=e wiN ihe Provbtona aet foM In YoPm aPWtado^ and is euhiecl to Me lawa otMe State W Colorado arM to the Zwfmg ~ wi~ coae or wneawdge cawaao w am omer, apai~we aama~ of nre c~i. ;~pire d(Al1he work euthor~zed is rwl comma~ed wdhin sbRy (80) . tleys hom issue dale or (8) ttre DuiNiing aNhorizetl is auapended or ~~ohnod a ~3poe daya. °^d m~~p en~s on ~or ab~and nrt~rentHhes ~M eic~~etle~d one Yu~i.' f%I~ie9 aere~ede« N" a~s~Pers~o~n w~sbeend~o inn~ d *#~gAr. tuN teos ahaN be Pald for a irew Permtt. . . ner ahall be done MalvNl change ft natural flav of wster causing a tlrainaga ProMem. the BUildi~g NSpec~ {Wenty.four (24) I~wn in a0vance for ell inapecdons aM shell receive written aPProval on inspecpon cerd before ~ qigcesaive ases oi Me ob. violatiort of Uie provisions pem,;t orapprwai ~drawings antl spxAficaUOns ahaN not be consWetl M De e permtt tor, nor an approve~ of, anr Ns or anY. otliei' orUinarice, law, rula w re9Wa4on. . n . . ~ 100 Inspector For llayor 1VIRMiT VALID 4MLY WFtEN SIGNED BY THE CHIEF BUILDINt`.+ INSPECTOR AND MAYOR CALL: 234-5935 24 HOUR5 PRIOR TO INSPECTION 1,4~ ~ ri(.C.t, W1'~ fC~ i,~\_ Date: Z- Z 3- G& A Certificate of Occupancy or Completion has been requested for: ADDRESS: ::1 71 l O al. ~::"AYC cl' Purpose of Structure: I~~~ ~~77 Q Building Department Apprc Remazks: Zoning ApprovaL• ' Remazks: Public Works Approval: Remarks 2Vero e,. 2 11,5 1 °Ig7 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. Company Buil";ng Permit Number : Date : 4 /31 q-j 3Z'71 DAK a'7j(~,'~ ~ f 4314- bi[QI G~{r+"rj`'f Phone : Z3011111`1~743 Phone: Z-5~ cri Taj OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify ihat the setback distances proposed by this pertnit application are accurate, rules or regulations of the City of Wheat Ridge or ble ordinances li ~ r PBffTlif F0e :;417~) 7). ~''J ~>....-r.- / , ca and do not violate app covenants, easements or reslrictions of record; that all measurements shown, and allegalions that I have read and agree to abide by all conditions printed on this ate Plan Review Fee T ; made are accur application, and that I assume full responsibility for compliance with the Wheat Ridge Buiiding for work under this permit. able Wheat Ridge ordinances li ax : Use , c Code (U.B.CJ and ail other app DATE ~ ! ( l Otel : . (OWNER)(CONTRACTOR) SIGNED Description ;rq! BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Z45Co L~ zo, nirig;cotnments< y~ q~- Approval:4pW- rL( c{Qv. I~S Zoning :(L f Sec_ ZCo avvA (to) ~ rww~~' ~n ave 2 y~'nee-~ 6ul~din~'commen-ts: , A- fLv~%~ <.~.1t c~wd 1`10 k4'i't 1ku.,.. ~0 Approval : ~'..,,J bc 1 2tit~„J S ~Fl'• Pubii~c`.W6 Ser~ PW qPProval Occupancy : ~ Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiretion Date : Expiration Date : Approval Approval : Approval : Ej (1) This pertnit was issued in accoNance wilh the provisions set lorth in yopur aOGiiution and is suDject to the laws of Ne State ol Coloratlo and lo t0e 2oning RegulaUons anE BuilOing Code of Wheat Ridge. ColoraCO or any otner aFPlicaDie ordinances ol the Ciry. This permit shall expire d(A) the work authonzed is nol commenccti7 wiNm si:N (60) days Irom issue date or (B) the building authonzetl is su5pen0ed or abantloneA for a penoa of 120 tlays. (9) If this pem+it expires, a new pennit may be acquired for a lee of one-half the amount nortnaly repuired, provitled no changes have been or will be maEe in e originel plans antl speaficaGons and any suspension or a0anaonment has not exceetled one (1) year. II changes are made or il suspension or aDandonment ezceeds one (1) year, full fees shall Oe paitl Por a new permit. pt) No work of any manner shall ~e done that witl change lhe naWral tlow of water causin9 a aina9e prohlem. (5) Contractor shall notiry the Buiiding Inspector Iwenry-four (24) hours in atlvance for all ins tions and shall rec written approval on in,pection caM 6efore proceed" ith successive phases of the 1ob. (li) The i buan ~~Ofd~ ot any ~h aDp dVa ^ol d la~Wingse specifications tions shan not Oe c rued lo Oe a permi tof no appmval of, dny Vi0lalion ol the pmvi5ions Ch' ilding Inspector For Mayor THIS PERMIT VALID O ALL W234S933 24 HOURS PRIOR TO IN PIECTION ECTOR AND MAYOR S ~ s f 9 ~ ~ 0 z 0 ~ m ~ 0 < m x N a ~ v m A Qz~ ~ ad s ~ ol ~ ~ ~ a 5 io 0 A 9 a3H1d3M 3H1 W08:1 aatlO SIHl 133108d a3nssi si A3Nddn3oo ~iwou-ii i umn ii i Nn na111Wa3d lON AONddf1o30 6uideospue-1 g 6uiNaed luawyeded aiizi 96euieJp ,g 'M'O'!i awea=l u01113l!luaAg AeaH ~ uiqwnld ~eoul~al3 8 b L Z- 2 ~EUi~ un 6ja eoP33e13 p puna l uoilEia6u;ay ~ dt- 6ui;ooy EUIlIEU ilEMNQ leinsul uo i 6uiwej=l u01ieIi3ueq g 6uile9H y6noy J ~ ~ 6uidid seE) 1sa1 J!tl 6uiqwnld 46nod ~ ~ - Y leou~al3 46noa mNnic N33S-l SV~4 3AO8d lI1Nna001=j liflOd lOnj OQ - - (NioM punaE)) 6ui3eaH ~ 'p (NjoM punaE)) 6uiqwnld iMJaN, P~nuA€ti I~.,',wei3 :aoolj QEIS a;ajouoo 43NrJlS N338 SHH 3A09V IIlNn31380N0'J OnJ a~i'-O~ nea I ~l i % 6ui;oadiey3aeM 314l11ouow i0 6uiao;uiey suossiep s6uiloozj suoilepuno j a0103dSN~ 31`dQ N01103dSNI 80f SIHl Ol `JNINIt/la3d S30`ddS ll`d NJIS 1Sf1W FJOl'J3dSN1 1S3M 1Sb9 H1f10S H1FlON S3NIl A1kf3dOFid W083 SNOtl813S ~ HQLOtlH1N0D H3NM0 V ~ • h V / 03(1SSI 31tl0 'ON lIWH d ONIdl1f19 AONtldf1000 3dl.l `T, SS3840tlBOf allO33H N01133dSNI £E651PEZ (£0£) ~ 3f1N3Ad 416Z 1S3M 0091 oadH0i0o 3Jalb lV3HM SN01133dSNl a0=i a3aIf1O3ti 33IlON Saf10H fg 311S JNId'11f18 3Hl NO a31SOd SI aat/O SIHl SS3lNf1 3adW 38 lON IIIM SN01133dSNl PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS PLEASE PRINT CLEARLY AND FILL OUT FORM COMPLETELY Building Permit Number Date Applicant 6 0 Jo Address City State Zip Phone Location of Construction (address) 3Z ~ 1 Dat Sq • Purpose of Construction 5} 1,• Building Permit Value $1 '75 000 Commercial _ / Residential K DEVELOPMENT REVIEW FEES (this section to be completed by City) om Base Development Review Processing Fee: $50.00 minimum $`SO Single Family Residential: .003 x(value of improvement) $25 minimum fee $ [includes review of construction drawings for improvements in public right-of-wayl Multi-Family/Commercial: .0050 x(value of improvement) $50 minimum fee $ [inciudes review of construction drawings for improvements in public right-of-way, review of preliminarylfinal drainage study and erosion control plan(s) if required] Site Plan: $50.00 (Not applicable for single family residential) $ - Right-of -Way/Easement: $40.00 + $5.00/page recording fee - $ Development Agreement: Residential =$50.00 Commercial =$100.00 - $ State Highway Access Permit: $75.00 application fee $ Traffic Impact Review 8 Report: $100.00 processing fee $ Flood Plain Variance: Class I=$75.00 Class II =$150.00 $ - ac~ $ ? TOTAL REVIEW FEES: (due at time of building permit issuance) The above fees include one follow up review to verify that initial deficiencies noted are corrected. Additional review andlor processing past the follow up review and/or processing will be charged against the building pertnit applicant at the above fee schedule. Please note that additional fees will be assessed for those pertnits related to construction of public improvements. If you have any questions, please feel (ree to contad the Development Review office at 235-2868. Signature of Applicant Date The City of 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215-6713 (303) 234-5900 he at Ciry Atlmin. Faz x 234-5924 Police Depc Fax # 235-2949 GRid ge LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION 32 ' 711 Ozm< < RzE.r-T Dear Contractor: In conjunction with the approval for a building permit at the specified address, this letter is to inform you that all public improvements located within the lot frontage of this address shall be restored to acceptable condition, as determined by the City of Wheat Ridge Public Works Department, prior to the issuance of a Temporary Certificate of Occupancy or a Certificate of Occupancy. Please note that prior to any construction on the lot an inspection with the appropriate City representative will need to be scheduled in order to identify and note any existing damage to the public improvements. Please contact the Engineering Department (235-2861) at least 48 hours in advance in order to schedule this inspection. If you ha any questions, please contact Mr. Greg Knudson at 235-2 -o Greg,Cnudsbn Development Review Engineer cc: Bob Goebel, Public works Director Glen Gidley, Planning & Development Director Meredith Reckert, Senior Planner File ~ RECYCLED PNPER 7500 WEST 29TH AVENUE • WHEAT FiIDGE, COLORADO 80215 The Ciry of WHEqT~ ~ c GWheat v m GRidge c04ORA~O SINGLE FAMILY MINOR EXCAVATION AND FILL PERMIT NAME OF APPLICANT: S ADDRESS OF EXCAVATION/FILL: 3~n I OAiC. Sri ' APPLICANT ADDRESS: DATE OF APPLICATION: All permits shail be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from the date of issuance, and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code (UBC), or by other applicable City adopted Resolution or Ordinances. Grading Plan Review Fees*: 0 to 100 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1P " 0 101 to 1,00 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 0 1,001 to 10,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $30.00 ] 0,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $45.00 SUB-TOTAL: Grading Permit Fees*: 0 to 50 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.00 51 to 100 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 101 to 1000 cubic yards $22.50 for the first 100 cubic yards, plus $10.50 for each additional ] 00 cubic yards or fraction thereof: C. Y. Amount Due: $ 1,001 to 10,000 cubic yards $117.00 for the first 1,000 cubic yards, plus $9.00 for each additional 1,000 cubic yazds or fraction thereof: C. Y. Amount Due: $ 10,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $238.50 oCU TOTAL FEES DUE: $ 30• ~ (303) 234-5900 • ADMINISTAATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 Building sites whose total excavation and 51l exceeds 20,000 cubic yards must be processed under the provisions of Section 26-33 of the Wheat Ridge City Code. Upon conformance with Section 26-33 of the City Code, grading plan review fees and grading permit fees shall be established in conformance with Section 3310, Table A-33-A, and Table A-33-B respectively of the Uniform Building Code. * Uniform Buitding Code, Section 3310 I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT, AND UNDERSTAND THAT THE REQUESTED WORK CAN NOT BEGIN UNTIL THIS APPLICATION IS APPROVED BY THE CITY OF WHEAT RIDGE. I AGREE TO COMPLY WITH THE LAWS OF THE STATE OF COLORADO, WITH ZONING REGULATIONS AND WTTH THE BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION WILL BE CAUSE FOR IMMEDIATE REVOCATION OF THIS PERMIT, AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION, OR PERMANENTLY ON THE JOB SITE. APPLICANT: ApplicanYs Signature Owner's Signature (if different than above) CITY OF W AT City Engineer ~ 7-;;" Approval D e mexfillp.frm . . DEYARTMENT OF PLANNING & DEVELObME;;l, REQUEST FOR PQBLIC WORKS REVZEw ~ocatlons 22-'q ) OA Case/BUilding Yermit No. ~e aleas S xeview the attached materials submitted in a ~r • pplication for approval of beloW , and indicate your decision on those items checr; , and please add;.any other comments which you may nave under number 18. 1, ✓ . Soundar y' :Closure:. oK Not OK; refer co Stipulations ,~i~•i ~`,A7,*6.~^: ACres Square Fe,c . a. DYSilaags plan (and report) needed • b. Dralaage plan not needed - C• Drainage provisions have been reviewed and ~ are found to be: OK Not OK; refer to stipulations 4. ✓ NpDES Permit Required y l`J 5. Le5a1 Deacription: y~ ox If hot ok8 1 _ Not OK; refer to stipulations y, please explain: _ 7. ~ 8. ~ 9. 10. / 11. 12 Public Improvements: A. Str6et paving needed Y ~ b. Curb & Gutter needed Y c. SideWSlk needed Y d. e Storm Sewer needed Streec Lights needed Y~ • y If Escrow required, for what improvements 11 scrowwhaquamount? Y Development Agreement required y ~ IP Yes, for All neceasary documents have been initiated attached hereto; by Public works and are I8 a trafPic impact analysip and report reyu.red? Y ~ Is a State Hlghway Access permit needed? t O New roadway or alley R.O.W. dedication is recoLUnended: Ne =r Yeg, what ia recommended: All exi ting dedicated roadways and alleys meec the atandards of the City: IP no, whiCh do not and what is requested: All e,}Cisting and proposed dedications have been reviewed and found to b6% ^oL---Not OK; Yefer to nuinbers il & 12. 14. Apyr va hsr by 6t u sic(nt~ 1• e Public Works Department has reviewed this reguest and ves/ita ~pproval, subject to thE above and/or attached i nnu~ ~ Date 15. The Pub1iC Works Department has revieWed this request and does not approve for the reasons stated: SiqriatLlre Date 16. ~ Stipulatiori8 attached: 17 ~ Yes No n r { apr / ~ DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT k LYO ! D 18. ~ Summary Comments a~ ra d m (-r--6 J T Jk -VO(wa ~~a C aAn a . f c!l Q CO Ol, 0. G~ ~ J t f a C . ~a~nle ' (C o ~ (O .ri At\PLAN&DEV.BRLt (BORMS) i za v p• ~A~ - - "a Ioo55r) " w S qn ~a I I O,q,~e ST.2EET rS0 ~~F• O. L✓. ) NOV 2 2 1996 RECEPTION N0. F03 i34 15.69 PG: 0001-001 210 RECORDED IN JEFFERSON COUNTY, COLORADO 11/13/96 13:07:29 ' l ) 7 FMM Snw ~ ~ a ~ U THIS DEED , wade this day of NdVmlbei' 07, 1996 betueen APPZESVOQD RESERVE VFNiS7RE. A CQIMAD0 JOINr VFNISIRE of the CITY County of DFS9VER and Stete of Colorado, of the first part and IA~YII.TID OPPOIrl'[II~Ti~Y II9VFSnMM. IS,C. A QOIARADO LDII7.E9 LIABILITSC C(IdPANY 9485 W. COLFAR AVMlOE #350 whose legal address is LAKEWOOD, COI+OQiPiDO 85215 of the CTl7f County of JEFFERSCN and State of Colorado, of the secoM part. 411TNESSETH, That the said party ot the first part, for and in consideration of the sun of (****$96,90Q.00 ) NINETY SIX THIXISAND NINE HUNDRED DOLLARS AND 00/700TNS ta the said party of the first part in hard paid by [he said party of [he second part, the receipt uhereof is hereby acknowledged and confessed, has bargained, granted, sold and conveyed, and by these presents does 9rant, bargain, sell, convey and confirm, unto the said party of the second part, his heirs and assigns forever, all the following described lot or parceL of land, situate, lying and being in the CT1'Y County of JEFFERSON and State of Cotorado, to uit: L07.' 25, DISTIINCPIVE ADDRFSSES AT APPLFPVtM, CIXII1i7C OF JEFFERSCHI, STATE OF COLORADO. State Documantary Fee Date q..:...~? 1._. atso knoun as street number 3271 QAR S"!'REE'P TOGETHER uith all and singuLar and hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title interest, claim and demand whatsoever of the said party of the first part, either in law or equity,of, in and to the above bargained premises, uith the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bergained and described, with the appur[enances, unto the said party of the second part, his heirs and assigns forever. And the said party of the first part, for himsetf, his heirs, ezecutors, and administrators, does covenant, grant, bargain, and agree to and uith the said party of the second part, his heirs and assigns, that at the time of tAe ensealing and delivery of these presents, he is uell seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in lau, in fee simpte, and has good right, full pouer and leufuL authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear fran all former and other grants, bergains, sales, liens, taxes, assessments and encumbrances of uhatever kind or nature soever; E%CEPT GENERAL TA%ES AND ASSESSMENTS FOR THE YEAR 1996 AND SUBSEQUENT YEARS, AND SUBJECT TO EASEMENTS, RESERVATIONS, RESTRICTIONS, COVENANTS AND RIGNTS OF NAY OF RECORD, IF ANY; and the aboved bargained premises in the quiet and peaceable possession of said party of the second part, his heirs and assigns against all and every person or persons laufully claiming or to ctaim the whole or any part thereof, the said party of the first part shalt and uill UARRANT RND FOREVER DEFEND. The singular nunber shatl include the plural, the pluraL the singular, and the use of any 9ender shalt be applicable to aLL genders. IN WiTNESS WHEREOF, the said party of the first pert has hereunto t his hand and seal the day and year first above Nritten. APPL OD RESERVE VENT RE, A COLORADO JOINT VEN E n/o / ~ « r STATE OF COLORADO ~nty of ~ CN > ss. I I I BY vvii'll VGIYIVRCR) ~~I~ ~TIVE TD~j, A C/OLORADO LIMITED t~'S r/I ~ (SEAU KOENTGES, GENERAL PARTNER r~q&go~np : nffff' w~~rWoV~6Pf~orFOR APPLEWOOD RESER~ V~ 07,TURE 1996 A COLORADO JOINT 1 by VENTURE AND PATRICK KOENTGES, GENERAL PARTNER FOR APA DISTINCTIVE, LTD., A COLORADO LIMITED PARTNERSHIP My comni s' e ires Nitness my a ~a , URTHA / ~j NOTARY PUQLIC ~ ✓d2ll~~/~i STATE OF COLORADO Notary Public My Commission Expires 61-2000 Form LA WARRANTY DEED - For Photographic Reeord 9931858 EB550740.550740 CB550740 i~'~ Uuwm+.~ C sm Jackson Engineers, Inc. -a 8751 E. Hampden Ave. • Suite B-2 Denver, Colorado 80237 (303) 337-8888 • Fax (303) 337-8842 STRUCTURAL CALCULATIONS LOT 25 APPLEWOOD FOR COLORADO LIFESTYLE HOMES ~,..5 1-. q, ' C} a G r ER` , • fin ~ . , ft! J,y. DATE: 1'20'97 PROJECT NO. 1$"1536 JACKSON ENGINEERS, INC.. O[M-.-`iSLON LUHBER B&AMS - UNIPOR`( LOAO SHEET NO.; 1 DATE: DESIGN LUMBER: 3 DO(JG. FIR 62 FOR: C,o~o,LiFESZ`lt.E NoM2~ gb y 1250 Pei ~-o-r25 Fy • 95 P s i ~Pl.Ewoccfl E . 1.70 x 10 I ~ lo7' MAX. SP AN IN FEET 3 G 6 8 10 11 12 NO'f ES : HAXIMUM IJNIFORli LOAD - LBS/Fr, 2-2 x 10 2-2 x 10 3•2 x 10 2-2 x 12 2-2 x 12 WI PLATB* • NI PLATE* 1175 1370 1160. 1430 1665 1250 88~ 1025 1320 1055 1070 855 1000 700 58~ 820 685 880 715 830 715 500 585 510 755 660 610 535 625 ~4 d 390 455 585 475 SSS 500 350 410 3~+0 525 440 . 425 390 455 295 . 285 370 •325 ~ 415 245 * w/ pLpTg iNDICAPES A FULi, REtGHT AND NIDTH 112" pLyN00D SPACER 1iILL BB REQUIREO BEYVBEN MLMBERS. ,..,,a ►an NAIL MEMBERS IN ACCORDANCE WI UBC TABLE : 0 3-2 x 12 2140 1605 1285 1070 915 800 710 .640 580 535 0 hICRO-LAy BEAyS - UNIFORM LOAD SHEET N0. ~ DATE POR: -a6.o l-If-ES1141.E 4-lomt`5 Lvr ZS N0. USE S OESCRIPTION SPAN tAAD SIZE `Rco 8' 80 Z T/ " 12, 11 U VPDE~ ~oo(Z i c1" 2 ~ 1'l~/' Z, ~ 1$ c~ 2 1 I'/8" ~ IQ 38Sk"r Z Il7 -tlo r~ ar ~t,oo lG' vr. U5 I)~►~ MAXIMUM UNIFORlI LOAD - LBS/FT SPAN 2-9 1/ M.L. 2-11 7 M L. 2'- " M.L. , 40 L/360 G/240 L/360 LN Ft. L 240 L 360 L/240 L/360 L/240 .L/360 L/2 4' 6' ' 3160 2525 2105 6 3950 3160 2630 2255 4655 3720 3100 2660 5320 4255 3545 3040 5985 785 3990 3420 7 180 _ 2 9 ' 1580 1445 1915 2325 2660 2 0 8 9' 10' 1260 1020 015 ~40 1155 1580 1450 2065 1860 236 2125 2390 11' 12' 13' ' 835 640 505 405 555 425 335 270 1270 1065 910 780 1090 840 660 525 1690 1440 1230 1060 1370 1075 860 1935 1770 1510 1355 2 5 175 1995 1840 1680 14 * _ 465 15' 16' 17- 325 270 225 ' 215 180 150 ...1 645 530 440 .._11.n 430 350 295 nc~ 920 810 715 rl~ ^700 _ 575 480 enc .1180 1095 415 C2n. 1045 115 .6L14... 1 1140 1O1S 1025 864 JACKSON ENGINEERS, INC. W 8 X 13# TO W 8 X 48N STRUCTURAL STEEL BEAMS••UNIFORM LOAD SHEET N0. ~ D A T E f 0 R~Aro L iF~E ~l~vw L25 to i vo~ r.~mo N0. USE ANO DESCRIPTION SPAN Lpqp SIZE i rJ - 8~ 60 ~.J Z3 X~ lof 980 l.j 8j~12 3(5-f- L~jsx, z SPAN 13# 1S# 14# 21# 24# 28#, 31# 35# 40# _48# 81 24l5 2T50 3~00 L~qv 5225 V75' 681y 130O 8815 ' i0,62 s~ ~ oj ZsoF 1590 2390 1890 3cql:r 2q-30 33K 2910 423v 334~ 492a 3v9v rfi70 4400 b32v 419v "(lyv 56~0 8~1c 693,- ~.7 ~ 12~0 15~j0 Zooa Z410 241y' 31(dT 3Ffiv ¢lov 4&9o 5125 i2~. Rpfi I110 15q,1 1870 2~ 2135 3~° ~U ~s! F 7'15 `iAo 12Iv I~F1?j )fJ~ IqZv 2150 2~F8y' 2560 360( i ai 6?,o Wp 970 11,°,0 13oa I5K )120 Ilqo 2Zqo 28& c,~' l,lo 7qo 9l00 1o55 1250 44ao 1(,Zo 1560 234 kl5' 50y .6~ia 7qo 8l0 lo~o llss 133a I5~ 1~3c 17: 3aT a2o ~ c4o nti P~ 965 i110 ~ZSo i6 Ic r ~90 3vo ~.~-qo '~10 21 v 2coo 335 405 qA5 y25 5~v b85 '1F~'i ~9c 21. !8"f 22,1 S')v C710 630 55c i2' Itoo Iqh 2ip '305 3'~'i 3q5 AA-y' SIo 23' IA o l~0 220 Z~,r Zqv 3t}y 39v A5'o 51 5 K . i.. nn,- n~ C~ Multi-Loaded Beam[ AISC 9th Ed ASD ] Ver. V4010576 By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 01-20-1997 Project: LIFESTYL - Location: UB-11 LOT 25 @ APPLEWOOD Summary: A36 W10XL6 x 20.0 FT Section Adequate By: 18.49.6 ConVolling Factor: Moment of Inertia Deflections: DLD= 0.56 IN Dead Load: LLD= 0.00 IN = U10545480 Live Load: TLD= 0.56 IN = L/426 Total Load: End Reactions(Left Side): RL1- 0 LB Live Load: RD1= 3153 LB Dead Load: RT1= 3153 LB Total Load: End Reactions(Right Side): RL2= 0 LB Live Load: RD2= 8625 LB Dead Load: RT2= 8625 LB Total Load: gL1= 0.88 IN Bearing Length Reqd.(Left) : gLZ- 0.88 IN Bearing Length Reqd.(Right): gL p1= 0.88 IN Bearing for P1: gL-pz= 0.88 IN Bearing for P2: - Beam Data: L= 20.0 FT Span: Lu= 0.0 FT Maximum Unbraced Span: U 360 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: Uniform Load: wL= 0 PLF Live Load: v,rp= 0 PLF Dead Load: gsW= 26 PLF Beam Self Weight: WT- 26 PLF Total Load: Concentrated Load P1: pLI= 0 LB Live Load: pp1= 8490 LB Dead Load: pT1= 5490 LB Total Load: Xl= 14.0 FT Location: Concentreted Load P2: pLp= 0 LB Live Load: pp2= 2768 LB Dead Load: pT2= 2768 LB Total Load: )(2= 17.5 FT Location: Properties for:A36 W10x26 Fy_ 36 KSI Yield Stress: d= 10.33 IN Depth: {w= 0.26 IN Web Thickness: bf= 5.77 IN Flange Width: ff- 0.44 IN Flange Thickness: k= 0.88 IN Distance to Web Toe of Fillet: lxx= 144.0 IN4 Moment of Inertia About X-X Axis: gxx= 27,9 IN3 Section Modulus About X-X Axis (Calculated): rt_ 1.54 IN Radius of Gyration of Compression Flange + 1/3 of Web: Design Properties per AISC Steel ConsVUCtion Manual: FBR= 6.56 Flange Buckling Ratio: AFBR= 10.83 Allowable Flange Buckling Ratio: WgR= 39.73 Web Buckling Ratio: AWBR= 106.67 Allowable Web Buckling Ratio: ~y_ 0.0 FT Controlling Unbraced Length: Lc= 6.091 FT Limiting Unbraced Length for Fb=.66"Fy: Fb= 23.76 KSI Allowable Bending Stress: h~{~,~= 33.0 Web Width to Thickness Ratio: ' AWSL= 63.3 Fy: Limiting Width to Thickness Ratio for Fv=.4 Fv= 14.4 KSI Allowable Shear Stress: Design Requirements Comparison: Mn= 55242 FT-LB Nominal Moment Strength: Mu= 41594 FT-LB ConVolling Moment: 14.0 FT From Left Support Vn= 38676 LB Nominal Shear Strength: 8625 LB Maximum Shear: Ireq= 122 IN4 Moment of Inertia: I= 144 IN4 Muiti-Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010576 By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 01-20.1997 Project: LIFESTYL - Location: UB-12 LOT 25 @ APPLEWOOD Summary: (2) 1.75 IN x 11.875 IN x 20.0 FT / 1.8E WS MicroLam - TRUS JOIST-MACMI LLAN Section Adequate By: 74.8°h ConVolling Factor: Moment of Inertia Deflections: DLD= Dead Load: LLD= Live Load: TLD= Total Load: End Reactions(Left Side): RL1= Live Load: RD1= Dead Load: RT1= Total Load: End Reactions(Right Side): RL2= Live Load: RD2= Dead Load: RT2= Total Load: BL1= Bearing Length Reqd.(Left) : BL2_ Bearing Length Reqd.(Right): Beam Data: Span: Maximum Unbraced Span: Lu= Cd= Live Load Duration Factor: V Live Load Deflect. Criteria: V Total Load Deflect. Criteria: Uniform Load: W~= Live Load: N,p= Dead Load: BSW= Beam Self Weight: H,T= Total Load: Concentrated Load P2: p~2= Live Load: pp2= Dead Load: pTZ- Total Load: Location: TRUS JOIST-MACMILLAN 0.38 IN 0.00 IN = U22200660 0.38 IN = U629 0 LB 447 LB 447 LB 0 LB 2523 LB 2523 LB 0.17 IN 0.96 IN 20.0 FT 0.0 FT 1.00 360 360 0 PLF 0 PLF 10 PLF 10 PLF 0 2768 2768 17.5 Properties For: 1.8E WS MicroLam- Fb= 2600 Bending Stress: Fv= 285 Shear Stress: E= 1800000 Modulus of Elasticity: Fc perp= 750 LB LB LB FT PSI PSI PSI PSI Stress Perpendicular to Grein: - Adjusted Properties: Fb'= 2343 PSI Fb' (Tension): Adjustment Factors: Cd=0.90 Cf=1.00 Fv'= 257 PSI FJ: Adjustment Factors: Cd=0.90 Design Requirements: M= 6276 FT-LB Maximum Moment: 17.5 FT From Left Support V= 2513 LB Shear (@ d from beam end): Comparisons With Required Sections: Sreq= 32.2 IN3 Section Modulus: g= 822 IN3 Areq= 14.7 IN2 Area: A= 41.5 IN2 Ireq = 279.4 IN4 Moment of Inertia: 1= 488.4 IN4 Multi-Loaded Beam[ AISC 9th Ed ASD ] Ver. V4010576 By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 01-20-1997 Project: LIFESTYL - Location: UB-13 LOT 25 @ APPLEWOOD Summary: p~ µJ IZK2(o A36 W 10x39 x 22.0 FT Section Adequate By: 10.7°b Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RTZ° Bearing Length Reqd.(Left) : 8L1- Bearing Length Reqd.(Right): BL2- Bearing for P1: BL_P1= Bearing for P2: BL-P2- Beam Data: L- Span: Maximum Unbreced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: WL- Live Load: WD- Dead Load: Beam Self Weight: BSw- Total Load: WT- Concentrated Load P1: PL1= Live Load: PD1- Dead Load: PT1 - Total Load: Xl- Location: Concentrated Load P2: PLZ- Live Load: PD2- Dead Load: PTZ- Total Load: X 2- Location: , Uniform Load (Partially DisVibuted): Live Load: wL PD= Dead Load: wD PD= Total Load: wT PD= Load Start: '4 Load End: B= Load Length: C- PropeRies for:A36 W10xC39 Fy- Yield SVess: d- Depth: h'''- Web Thickness: bf= Flange Width: ff- Flange Thickness: k- Distance to Web Toe of Fillet: Moment of Inertia About X-X Axis: Ixx- Section Modulus About X-X Axis (Calculated): Sxx= Radius of Gyretion of Compression Flange + 1/3 of Web: rt= Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= Allowable Flange Buckling Ratio: AFBR= Web Buckling Ratio: WBR- Allowable Web Buckling Ratio: AWBR= Controlling Unbraced Length: Lb= Limiting Unbraced Length for Fb=.66`Fy: Lc= Allowable Bending Stress: Fb= Web Width to Thickness Ratio: h/tw° Limiting Width to Thickness Ratio for Fv=.4`Fy: AWSL= Allowable Shear Stress: Fv= Design Requirements Comparison: Mn= Nominal Moment Strength: Mu= Controlling Moment: 17.002 FT From Left Support Nominal Shear Strength: Vn= 0.66 IN 0.00 IN = U11499320 0.66 IN = U399 0 LB 7595 LB 7595 LB 0 LB 8811 LB 8811 LB 1.13 IN 1.13 IN 1.13 IN 1.13 IN 22.0 FT 0.0 FT 360 360 0 PLF 0 PLF 39 PLF 39 PLF 0 LB 2523 LB 2523 LB 8.0 FT 0 LB 8625 LB 8625 LB 17.0 FT 0 PLF 550 PLF 550 PLF 0.0 FT 8.0 FT 8.0 FT 36 KSI 9.92 IN 0.31 IN 7.99 IN 0.53 IN 1.13 IN 209.0 IN4 42.1 IN3 2.16 IN 7.53 10.83 31.49 106.67 0.0 FT 8.429 FT 23.76 KSI 24.3 63.3 14.4 KSI 83358 FT-LB 43555 FT-LB 44997 LB Page: 2 Multi-Loaded Beam[ AISC 9th Ed ASD ] Ver. V4010576 By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 01-20-1997 Project: LIFESTYL - Location: UB-13 LOT 25 @ APPLEWOOD Maximum Shear: V= 8811 LB Moment of Inertia: Ireq= 189 IN4 1= 209 IN4 Multi-Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010576 By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 01-20-1997 Project: LIFESTYL - Location: UB-14 LOT 25 @ APPLEWOOD Summary: ( 2) 1.75 IN x 16.00 IN x 17.0 FT / 1.8E WS MicroLam - TRUS JOIST-MACMILLAN Section Adequate By: 1.1 °.6 Controlling Factor: Section Modulus Deflections: DLD= Dead Load: LLD= Live Load: TLD= Total Load: End Reactions(Left Side): RL1= Live Load: RD1= Dead Load: RT1= Total Load: End Reactions(Right Side): RL2= Live Load: RD2= Dead Load: RT2= Total Load: BL1= Bearing Length Reqd.(Left) : B~Z_ Bearing Length Reqd.(Right): Beam Data: Span: Lu= Maximum Unbreced Span: Cd= Live Load Duretion Factor: U Live Load Deflect. Criteria: U Total Load Deflect. Criteria: Uniform Load: ,p~~= Live Load: ,Np= Dead Load: BSW= Beam Self Weight: WT_ Total Load: Concentrated Load P1: pL1= Live Load: PD1= Dead Load: PT1= Total Load: X~= Location: US JOIST-MACMILLAN 0.56 IN 0.00 IN = U14234030 0.56 IN = U367 0 LB 3253 LB 3253 LB 0 LB 5018 LB 5018 LB 1.24 IN 1.91 IN 17.0 FT 0.0 FT 1.00 360 360 0 120 14 134 PLF PLF PlF PLF 0 6000 6000 11.0 Properties For: 1.8E WS MicroLam- TR Fb= 2600 Bending Stress: Fv= 285 Shear Stress: E= 1800000 Modulus of Elasticity: Fcperp= 750 Stress Perpendicular to Grain: _ Adjusted Properties: Fp'= 2250 Fb' (Tension): Adjustment Factors: Cd=0.90 Cf=0.96 FJ= 257 FJ: Adjustment Factors: Cd=0.90 Design Requirements: Maximum Moment: 11.001 FT From Left Support Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: LB LB LB FT P51 PSI PSI PSI PSI PSI M= 27700 FT-LB V= 4840 LB Sreq= 147.8 IN3 S= 149.3 IN3 Areq= 28.4 IN2 A= 56.0 IN2 Ireq= 1170.8 IN4 1= 1194.6 IN4 Multi-Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010576 By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 01-20.1997 Project: LIFESTYL - Location: RB-6 LOT 25 @ APPLEWOOD Summary: (2) 1.75 IN x 9.50 IN x 9.0 FT / 1.8E WS MicroLam - TRUS JOIST-MACMILLAN Seetion Adequate BV: 28.0°h Controlling Factor: Moment of Inertia Deflections Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead load: Total Load: End Reactions(Right Side): Live Load: Dead Load: Total Load: Bearing Length Reqd.(Left) : Bearing Length Reqd.(Right): Beam Data: Span: Maximum Unbreced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Concentrated Load P1: Live Load: Dead Load: Total Load: Location: Uniform Load (Partially Distributed): Live Load: Dead Load: Total Load: Load Start: Load End: Load length: Properties For: 1.8E WS MicroLam-TRUS JOIST-MACMILLAN Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grein: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=0.90 Cf=1.03 Fv': Adjustment Factors: Cd=0.90 Design Requirements: Maximum Moment: 4.5 FT From Left Support Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD= 0.23 IN LLD= 0.00 IN = U20079630 TLD= 0.23 IN = L/461 RL1= 0 LB RD1= 3091 LB RT1= 3091 LB RL2= 0 LB RD2= 2449 LB RT2= 2449 LB BL1= 1.18 IN BL2= 0.93 IN L= 9.0 FT Lu= 0.0 FT Cd= 1.00 L/ 360 U 360 wL= 0 PLF wD= 300 PLF BSW= 8 PLF wT= 308 PLF PL1= 0 LB PD1= 1485 LB PT1= 1485 LB X1= 4.5 FT wL PD= 0 PLF wD PD= 285 PLF wT PD= 285 PLF A= 0.0 FT B= 4.5 FT C= 4.5 FT Fb= 2600 PSI Fv= 285 PSI E= 1800000 PSI Fc_perp= 750 PSI Fb'= 2416 PSI FJ= 257 PSI M= 7903 FT-LB V= 2621 lB Sreq= 39.3 IN3 S= 52.6 IN3 Areq= 15.4 IN2 A= 33.2 IN2 Ireq= 195.5 IN4 1= 250.0 IN4 Jackson Engineers, Inc. 02, R" 8751 E. Hampden Ave. • Suite B-2, Denver, Colorado 80231 ~(303) 337-8888 • Fax (303) 337-8842 CERTIFICATION OF OBSERVATION Inspection No.ll- 4699 Property Address: Legal Description: Lot 25 , Block 1 , Drilled Pier I hereby certify that an inspection of the drilling of the piers was made on s-s , 19q7 , under my direct supervision and that the holes were drilled to the correct depth and diameter in accordance with the requirements of the foundation design for the subject property. Foundation I hereby certify that an inspection of the reinforcement in the foundation walls was made on 5-9 , 199 7_, under my direct supervision and that the placement and size of the reinforcement was in accordance with the requirements of the foundation design for the subject property. ~6M Thomas L.A. Jack!%p'n, COMMENTS & EXCEPTIONS: Colorado Lifestyle Homes Jackson Engineers, Inc. JUN 021997 ~ 8751 E. Hampden Ave. • Suite B-2 Denver, Colorado 80231 (303) 337-8888 • Fa,X (303) 337-8842 , i CERTIFICATION OF OBSERVATION Property Address: Observation No. 14-2791 Legal Description: Lot 25 Block 1, Applewood Reserve PERIMETER DRAIN• I hereby certify that an observation of the interior and/or exterior Yerimeter drain(s) at the subject property was made on _ 5- i , 1997 , under my direct supervision and that the drain(s) were installed in a workmanlike manner in general conformance with accepted industry standards. This observation took place prior to placement of any other under-slab utilities. DAMP PROOFING• I hereby certify that an observation of the damp proofing at the subject property was made on 5-21 , 1997 , under my direct supervision and that the coating was done in a worlmanlike manner in general conformance with accepted industry standard. No analysis of materi L. A. FOR: Colorado aa1,,,yjas performed. A. i. COMMENTS AND EXCEPTIONS: N4S1U1R tNGINRING S[RVICE, IOC. NOO ZO 26 /00.00 ' L /O [L4'O ES/'5177 ~N o: p; N O. • ~ q h s¢ ~ n F-Z' h 7771 o n r: i3 . 30. Fouivo.nrioN On~~ r 6 N o: M z M ^ N /3 ry n ~i zz. 7, ~ SMT 900°/8.Z2 E /OD.O ~f ~J~~• ' , QAK STQEET l-r0"R.O.L✓.) il. IMPROVEMENT LOCATION CERTIFICATE ! hrrcbvi cenity 1hui tYLis improvement locatim ceAificate wos preEwrcd for _L,s,. that it is not a land survey plnt or impmvemrnt survey plat, anA that it is not to be retied upon for thc rsinhlishment oC fene,~e, building, or iAher fiiture imp rovemrnt lines. I fuAher cortify ihut I }w iwprovemenls ai ili~~ uMwc dcxrih~tl parcel on dus dule, -Y7 , exctipt uufity cviuiecuoiis, aee riitirely wittwn t}ie boundaries uf die purLtil, ezcepi us shuwn, iYiat thete ure no enenwetmtents upon Ihe describal premiss by impmvemeniti on wiy udjuiniuy pmmise-~, emrpt ns inciirnreA, nnA ihnt ihere is no appnreN evidence or sign of any ensemeiv crossing nr himlening uiry pun of suid pamel, except as noted. .oI r._ SHF. sDDRESS ,3271 0~9X- STR--ET Q "P F OitJ'/NCT/VE ~9.oO.eE3'SES .vT .9PPtEI✓OQ~a° 7696 Susorvi5i0H C/TYOF L✓HENTR/O6E. ~'O• oFJEFF, . ~ STF7~ OF LO, , LOT .ZS BLOCK b ~ok SVRVEV~E'` ~ CLIENT C. cS. //Mt. ~'.9r•Y~••~.a." O~"' .F Q f C 0~',,••~ ED LAND SURVEY01t N0:76 SdNE /6. /997 N0: NOTE: TMIS LOT DOES NOT UF WITMIN 01 100 YEM fLOODGLAIN MOTICEIACCORDING TO GOLORADO LAW YOU MUST COMMENCE ANY LEGAL AGTION BASED UPON ANY OEFECTIN TMIS SUFVEY WITNIN THREE YEARS AFTER YOU FIRST DISCOVER SUCM DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY UEFECT IN THIS SURVEY BE COMAIENCED NORE TMAN TEN YEAFS FI10M TME DATE OfTXECEM/RCATION SMOWN NCREON. a o m 0) d 3 N ~ • 7 W iI Y aN ~ LU ` ~ R to ~ ~ c y0 O 3 ~ ~A t O LL. 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N c o J 0 z~ E W O ~ w N J lp d OI C ~ L t 0 c g o ~ Y A L 9 O •5 5 m ~ OI C c o ~ O U 01 ~ d ~ w~ - L O r w ~ V 0 9 U 0 r E C d~ o ~ ~W T L d C d o t~ d~ ~ o O ~L N e p ~ N F ll.l 0 W F Z 0 a¢ 3 LL