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4401 Wadsworth Boulevard
Q W o� o, 0 UJ a A g 7 U U O J•1 .1.1 3 u b� q b U A 0 d mob -H 43Ha 0 H ro a� E-4 w W U O iii 3 R G 0 w r A UN ,H 44 ro G m 1a 0 as ro U z° H ro U .,-1 w w 0 Ol q b �.i aq W Gl x U w m oro A 0 U o p roa 41 0 U y k O ro w U 4 'd N w U 0 0 LL U PERMIT NO. 201902539 City of Wh6atF,,Liidgc_ BUSINESS LICENSE INSPECTION INSPECTION DAY/TIM INSPECTION DAY/TIM INSPECTION DAY/TIME BUSINESS NAME: Jenny Craig (inside Walgreens) ADDRESS: 4401 Wadsworth Boulevard CONTACT NAME: (located behind the pharmacy in old clinic space) azo ❑ SPRINKLERED x-00 s i F J- SQFT o� Stecrc�c eFf �cc> 100 OCCUPANCY TYPE OCCUPANCYLOAD CONSTRUCTION TYPE ❑ NON-SPRINKLERED _3 e, 2!�:, Inspector Signature -Z. 10 .avZ.v Date Tues. Mar 10 @ 10:45 AM 303��3J-�r�b� A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �— Job Address: Permit Number: V F Ls} . A ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (Noy When corrections have been made, schedule for re -inspection online at: http.IA,vww.ci.wheatridge.co.uslinspection Date: ~' �' v i Inspector: DO NOT REMOVE THIS NOTICE 6r4ree,4&- i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line a� `� (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: u)mr*Lt Permit Number: 670/7© 3 ❑ No one available for inspection: Time Re -Inspection required: Ye No When corrections have been made, call for re -inspection/ at 303-234-5933 Date: 3 ° 5` IsInspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Mechanica PERMIT - 201703431 PERMIT NO: 201703431 ISSUED: 07/07/2017 JOB ADDRESS: 4401 Wadsworth BLVD EXPIRES: 07/07/2018 JOB DESCRIPTION: Remove & replace 6 rooftop HVAC units, like for like, disconnect & reconnect *** CONTACTS *** OWNER (847)315-2500 WALGREEN CO. SUB (334)252-0380 Jason Benton 100199 AES Mechanical *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 27,000.00 FEES Total Valuation 0.00 Use Tax 567.00 Permit Fee 465.05 ** TOTAL ** 1,032.05 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction w ith this,�ppennit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pert opned ani that alb work to 'performed ''disclosed in this document and/or its' accompanying approved plans and specifications. s d Signature of OWNER or CONTRACTOR (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 pen -nit expires, a new permit may be required to be obtained. Issuance of a new pen -nit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired pen -nits 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 r any oorrdinai or re Iat' n 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. 1 City of o Wheat e COMMUNITY DEVEi-opmENI Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(q�cimheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # ' 3 �V I I 1 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Propertv Owner r Property Owner Email: (niOtd,&1�isciue( WQlareer�� CT7YY1 v Mailing Address: (if different than property address) Address: ,300 yV d iiA J&. MS:93301 City, State, Zip: 'Te-21r'-ki2ld! TL_ (00b 115 Architect/Engineer: 01 A Architect/Engineer E-mail: Phone: Contractor: A E S Meehan i t Ces C-1 roup Tl_ Contractors City License #: (wi) Phone: 315- a4bu0 Phone: (334) a5a-b38a Contractor E-mail Address: tiara,@ aeSk1A(?eh• WM Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Ly COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) YECHANICAL SIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) SYSTEM/APPLIANCE REPAIR or REELACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACME ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) H VA6 �t�5 , Suit &V 50S U, cuss aRe-c,+ � reco arse -c+ Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR or (AUTH07'D REPRESEN of �OER) (CONTRACTOR) Electronic Signature (first and last name): ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: USE. ONLY DATE: ~ l� OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Or Current Owner/occupant WALGREEN'S 4401 WADSWORTH BLVD. WHEAT • CO 80033 Regarding Permit: 201401825; Install 2 new small fascia signs - Walgreens. 4401 Wadsworth BLVD, Wheat Ridge, CO 80033-3302 Our Records indicate that the above noted permit was issued on 12/05/14. Our last inspection related to that permit was on NONE. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500016 Issued: 05/06/2015 Stipulations: Reconfigure Pharmacy to Include New Consultation Room. Includes Partition, New Lighting and Relocating HVAC. Occupancy Type: M Type Of Construction: V -B This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4401 Wadsworth BLVD Owner: WALGREENS 200 WILMOT RD DEERFIELD IL 60015 Contractor: Geoffrey Wormer 1527 COLE BLVD SUITE #100 LAKEWOOD CO 80401 Code Editions 2012 ICC/2014 2006 ICC/2011 2006 ICC/2005 Other NO change shall be made in the USE of NEC this building without prior notice NEC and a new Certificate Of Completion NEC from the City of Wheat Ridge. COMMERCIAL OCCUPANCIES MUM c it)' of h � COM,,MUNITY DEVEIMMUNT F F a ;OR: :O:F F :IC_ USE 0 N L Y te. D PlanlPermft # I M Property Address- 4401 WAv&\Q0e _1 Property Owner (please prin t Property Owner Email: WAxv , L+CFL4t k Addre qq, State, Zip: Contractor* Contractors City License M Phone: Contractor E-mail Address: Plumbing: W,R. Citv Licetse # Complete all information on BOTH sides of this for Sq. FULF Amps Btu's Gallo4z T MM CIRCLE ONE: (OWNER) (CONTRACTOR) (OWNER) (CONTRACTOR) rRLN_T NAME: A6n4.&—&1�0 t�A-- In W hcz�lt CITY 01: WIM U R11)(W BULDING AND INSK-("no\, St-A\ Dlv(�10 7500 t4 :91h Ave Wheal Ridge, ("0 90033-8001 1 *, 303,235,2855,f 303.237,8 929 f Proof of Submission for Permitting/Plan Review Date: / S t Project Address: — 6- r ro 2f- �-> �� C � l �- - - -T � Name of FirmAndividual submitting documents:-22 PX" I _T Project Type/Description: 9'U*"'*eYT> c t- 'rn * PtLN �JATC CQ(Q'5Uis 'Re-)00'� AD—�AC-CN , 'rQ �LHf Signature of Firm Representative or Individual: x&-44 �'° k q 41 Mal amadul authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: dm� Date: EM Melissa Mackey __ _, l � 1111 111 POP 1 11 11 1 WON, I IN, From: Zacherson, Annette <Annette.Zacherson@stantec,com> To: Melissa Mackey Sent: Tuesday, January 13, 201510;51 AM Subject: Read: 4401 Wadsworth Blvd. OEME= To: Subject: 4401 Wadsworth Blvd. Sent: Tuesday, January 13, 2015 10:51:47 AM (UTC-07:00) Mountain Time (US & Canada) !!I 111110111HINEINVIII III I III , I WE CORE 1.0 SECTION REVISED TITLE 011100 0 1 DEC 13 SUNLMARY OF WORK 014500 OI DEC' 13 QUALITY CONTROL 033000 OIDEC13 CASTIN PLACE CONCRETE 061000 OIDEC13 CARPENTRY 072100 OIDEC13 THE RMAL INSULATION 079000 OIDEC13 JOINT PROTFCTION 081100 X13 0 1 DE MFTAL DOORS AND FRAME.S 081400 OIDEC13 WOOD I)OORS 0£130 (X) OIDFC13 SPECIALTY DOORS & FRAMES 08 70 00 0113FC13 HARDWARE 08 80 00 OIDEC13 GIA71NG 0921 16 01DEC13 GYPSUM BOARD ASSEMBLIES 095100 OIDFC13 ACOUSTIC CEILINGS 096500 OIDEC13 RESILIENT FLOORING 20 05 00 OIDEC13 COMMON WORK RESULTS FOR MECHANICAL 200700 OIDEC13 MECHANICAL INSULATION 21 1000 OIDEC13 WATER BASED FIRE SUPPRESSION 221000 OIDEC13 PLUMBING 23 08 00 OIDEC13 TESTING, ADJUSTING AND BALANCING 23 30 00 OIDECU IIVAC AIR DISTRIBUTION 260500 OIDEC13 COMMON WORK RESULTS FOR ELECTRICAL 261000 OIDEC13 ELECTRICAL DISTRIBUTION 26 50 00 OIDEC13 LIGHTING 271000 OIDEC13 SPECIAL SYSTEMS 28 31 00 OIDEC13 FIRE DETECTION AND ALARM WE Core I .O Table of Contentss-2 November 2014 20 05 00 OIDEC13 COMMON WORK RESULTS FOR MECHANICAL 200700 OIDEC13 MECHANICAL INSULATION 21 1000 OIDEC13 WATER BASED FIRE SUPPRESSION 221000 OIDEC13 PLUMBING 23 08 00 OIDEC13 TESTING, ADJUSTING AND BALANCING 23 30 00 OIDEC13 HVAC AIR DISTRIBUTION 26 05 00 OIDEC13 COMMON WORK RESULTS FOR ELECTRICAL 261000 OIDEC13 ELECTRICAL DISTRIBUTION 265000 OIDEC13 LIGHTING 27 10 (X) OIDEC13 SPECIAL SYSTEMS 2831 00 OIDEC13 FIRE DDT ECTION AND ALARM N A WE Core L0 Table of Contents-2 November 2014 SECTION Of I 1 00 - SUM O F WORK PART l GENERAL 1,01 GENERAL REQUIREMENTS A. The "General Conditions of the Contract for Construction" AIA M201, Latest Edition, D. Building Requirements: F. The word "Contractor" as it appears in Walpreens Criteria documents refers to the Contractors employed by Wal reens unless noted otherwise. U. The word "Landlord" or "Owner" as it appears in Walgreens Criteria documents refers to the entity that own and leases the "`leased premises" to Walpreen Co. H. A. Indemnification Insurance. (Contractor's Expense). 1. The Contractor shall indemnify and hold harmless Walgreen Co. and their agents arid employees from and against all claims, damages, losses and expenses including attorney's fees arising out of or resulting from the performance of the work, 1 In any and all claims against Walpreen Co, or any of their agents or employees, by any employees of the Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Specification shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor under workmen's compensation acts, disability benefit acts or other eaaployce benefit acts. WE Core:. I.O 01 11 00 -1 November 2014 B. Contractor's Liability Insurance, (Contractor's Expense) 1, Contractor shall not continence Walgreen's work without obtaining all insurance hereunder. The insurance shall include Walgreens as an "additional insured". Approval by Walgreen Co. shall not relieve or decrease the liability of the Contractor. 2. The Contractor shall submit to Walgreen Co., before comrnencing work-, 1 03 SUPPLEMENTARY CONDITIONS Walgreens shall decide if the finished work is satisfactory. The Contractor shall replace or reinstall any materials or equipment not properly installed or finished in a manner satisfactory to Walgreens, without cost to Walgreens. D� Guarantee/Warranty - The Contractor warrants that work performed conforms to the Contract documents and Walgreens Criteria documents and is free of any defect in equipment, materials or design furnished or workmanship performed by the Contractor or Subcontractor of any tier. This warranty shall last as long as permitted by the Statue of Limitations or Repose of the State in which the pro�lect is constructed, but in no case shall the warranty period be less than one year. Guarantees and Warranties shall commence on the date of possession by Walgreens. W Core I .O 01 11 00-2 November 2 014 1 .04 PROJECTCOORDINATION A� Drawing Coordination - All Contractors shall review drawings and specifications of all trades and coordinate their work with others. Corrections of conflicts in documents, or field errors shall be made at no extra cost to Walgreen Co. 1,05 SUBMITTALS A Specific submittal requirements for individual units of work Marc: specified in the applicable specification sections. Comply with the requirements specified herein for each type of submittal. AOR's review of submittals in no way limits the obligation of the Contractor and their subcontractors from complying with the Contract Documents and Walgreens criteria documents, 3. Samples: Provide two samples of appropriate size for visual review of color Walgreens shall, at its discretion, require copies of all Quality Control test reports. Work that does not conform to the design criteria shall be replaced at no cost to Walgreens. l.06 SUBSTITUTIONS A� Material or equipment indicated by manufacturers name indicates Walgreens preference and expected quality and installation. Substitutions are not encouraged except for extreme cases, B, To be considered, the Contractor shall Submit a written request for any or all substitutions to Walgreen Co. The request must include a point by point comparison between the proposed substitute and the specified manufacturer and model. Such a request shall be accompanied with complete descriptive and technical data for all items (manufacturer, brand name, catalog number, descriptive literature, and capacity tables). The request shall state in each case what addition to or deduction from the main bid is to be made if such alternates are accepted. The comparison must confirm that the proposed substitute is equal to or exceeds the quality of the specified products. Incomplete submittals will not be considered. C. Where such substitutions after the design or space requirements indicated on tile plans, the Contractor shall include all items ol"cost for the revised design and construction including cost of all allied trades involved. D. Requests resulting from flailure to allow sufficient nine to order and receive material will not be considered. WE Core LO 01 11 00-3 November 2014 on WE Core 1.0 01 11 00-4 November 2014 SECTION 0 1 45 00 - _QtJALITY CONTROL PART I - GENERAL Lol DESCRIPTION Al (,general: Required inspection and testing services (to not relieve the Contractor of responsibility for compliance with these requirements or for compliance with requirements ofthe contract documents and Walgreens Criteria. R Definitions Quality control services include inspections and tests and related actions including reports, performed by independent agencies and governing authorities, as well as directly by tile Contractor. C. Specific quality control requirements for individual units of work are specified in tire sections that specify the individual element of the work. I'llese requirements cover production of standard products. fabrication of customized work and quality control of installation Procedures. D. Provisions ofthis section do not limit requirements for the contractor to provide quality control services as required by the ArcliitectlEt)gincer-Ol-Record, the Owner, governing authorities or otheravithorized entities, E. Walgreens has entered into a national account agreement with the following companies as the only agents approved to perform quality control inspection, testing and reporting services. Walgreens shall contract with the testing firin assigned to the regions below: IA, IL, KS, MO, NC;, °f Contact: Terracon Consulting Engineers & Scientists Matt Beheshri 16000 College Blvd. Lenexa. KS 66219 Phone: 800-593-7777 x432 mbeliestiti�,'�r` terrac,on.coiii Note: In the Chicago Metropolitan Area. Quality Control Testing shall be performed by local qualified firms, subject to approval by Walgreens Field Project Manager. Approved firms must be capable of'performing all tests required by Walo geens Criteria Documents, ND. NI-", OK. SD. WY Contact: Kleinfelder Mark Kfaver 3077 Fite Circle Sacramento. CA 95827 Phone: 916-366-1701 nikl,iver(q,, CA, ID, MT, V. OR. UL WA, Contact one of the two fbIlowing firms: Contacu KleintOder Mark Klaver 3077 File Circle Sacramento, CA 95827 Phone: 916-366-1701 naklaaver`u kleinfelder.corn or Salem I"nginecring (-iroup. hic, Sarniny `;alert 4055 West Shaw Ave.. Suite 110 Fresno. CA 93722 Phone: 559-271-9700 WE Core I .O 01 4500-1 November 2014 AZ CO, NM: Contact one of the two following tunas: Contact: l leinteldcer Mark Klaver :3077 bite. Circle Sacramento. Cry 051327 Phone: 91 366 -1701 naklarti c r(i� infcldenc<arn Terracon Consulting Engineers & Scientists Matt Beheshti 16000 College Blvd, Lenexa, KS 66219 Phone: 800-593-7777 x432 nabeheshti( terracon.corn 1.02 RESPONSIBILITIES A. Contractor Responsibilities: Except where they are specifically indicated as being provided by another identified entity, inspections, tests and quality control services are the Contractor's traactor's responsibility; these services also include those specified to be performed by an independent agency and not directly by the Contractor. Costs for these: services shall be included in the contract Sure. 13, Walgreens Responsibility: Walgrecetasshall engage and pay for the services of an independent agency to perform inspections and tests that are specified as the Owner's responsibility, and as indicated in .`Article 1.03 below. C. Retest Responsibility: Where results of required inspections, tests, etc. {crow: unsatisfactory and do not comply with the requirements of the contract documents, then retests are the responsibility of the Contractor, regardless of whether the original test was the Contractor's responsibility. Retesting work revised or replaced by the Contractor is the Contractor's responsibility, where required tests were perliarmed on original work.. 1). Responsibility for Associated Services: The Contractor shall cooperate: with those performing required inspections, tests and similar services. Cooperating includes but is riot limited to the following: 1. Providing testing company 48 hour notice of when tests are required. I Providing access to the work. 3. Taking samples or assistance with taking samples. 4, Delivery of'samples to test laboratories, 5. Security and protection ol'sarnples and test equipment at the project site. 1.f)3 SC'1'1E1)1JLE 01' Sl;RV10ES iV T he following schedule of inspections., tests and similar services represents the minimum scope of quality control services to be performed, The Arc It i tect/Engineer-Of-Record or governing authorities may require other quality control services. Division ision 09 Sections Moi sture vapor entission raate. testing. Concrete alkalinity testing. Division 21 Sections Sprinkler syste in leak test. Division 22 Sections Domestic water system leak tests. Domestic water cleaning and disinfection Sewer sv stein hydrostatic tests. Division 23 Sections I IVAC. Tc°sting, Adjusting and Balancing Division 26 Sections f,"Icctric:al wiring tier short circuiting and proper grounding. WE Care LO 01 4500-2 November 2014 1,04 QtJALIFICATION FOR SERVICE, AGLINCIU'S Engage inspection and test service agencies. including independent testing laboratories, which comply with ' for Effective Practice for Materials Engineering Laboratories by the American Council of Independent Laboratories, and which specialize in the types of inspections and tests to be performed. 1.05 SUBMITFALS A. Submit a certified written report of each inspection, test or similar service, directly to the Arch i ect/E rigincer-O f-Record. Copies of all test reports, inspection reports, etc, shall be kept on site at all times. B. Report Data: Written reports of each inspection, test of similar service shall include, but not be limited to the following: Name of testing agency or test laboratory. Dates and locations of samples and test or inspections. Names of individuals making the inspection or test, Complete inspection or test data. "Pest results. Interpretations of test results. Notation of significant ambient conditions at the time of sample taking and testing, Cornments or professional opinion as to whether inspected or tested work complies with requirements of the contract documents. Recommendations on retesting, if'applicable. C Non- Compliant Inspection/Test Results Within 24 hours of inspection/test being performed, noti(y Arch irccl/Engi neer-O fRecord, Walgreens Field Project Manager and Walgreens Project Architect of any non conf6rjoing/non-compliant inspections/rests. Copies ofthe successful retests of the originally noti-coiif(,)t %vork shall be submitted to the Architect/Engineer-Of- Record. Walgreens Project Manager and Walgi - cens Prc�ject Architect, 1), Project Close-out: Fhe Arch itect ngi neer-Of-Record shall certify to Walgreens that the required quality control services, as required by this section and the contract documents,, have been performed and that all results indicate compliance with requirements, PART 11 - FIRODUCTS (Not Applicable) PAR , r III EXECUTION 3.01 Rl"ITAIR AND PROTECTION A. General: Upon completion of inspection, testing, sample-taking and similar services repair damaged work and restore substrates and finishes to eliminate all deficiencies. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility far inspection, testing or similar services, UND OF'St"C"TION WE Core LO 0 1 45 00-3 November 2014 SECTION 03 30 00 .-- CAS F IN PLACE CONCRETE PART I - GENERAL 1,01 DESCRIPTION A. Patch and repair of floor slabs. 1 .02 QUALITY ASSURANCE A. Comply with the current edition of the fiollowing codes, specifications and standards: I , ACI 301 "Specifications for Structural Concrete for Buildings". 2. ACI ')02.1 R "Guide for Concrete. - Floor and Slab Construction". 3. ACI 304 "Guide for Measuring, Mixing, Transporting and Placing Concrete", 4. ACI 318 "Buildin- Code Requirements for Reinforced Concrete", 5. ACI 117 "Specifications for Tolerances for Concrete Construction and Materials". 6. Concrete Reinforcing Steel Institute (CRSI), "Manual of Standard Practice". 7, ASTM C 94 "Standard Specification for Ready Mix Concrete". ASTM C 157 "Standard Test Method for Length Change of Hardened flydraulic-Cement, Mortar and Concrete". 9, ASTM E 1155- Latest Edition "Standard Test Method for Determining Floor Flatness and Levelness Using the F-Nurriber System". 10. ASTM F 710 - Latest Edition "Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring". 11, ASTM F 1869-Latest Edition "Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calciurn Chloride". 11 ASTM C 979-Latest Edition "Piaments for Integrally Colored Concrete". ASTM E 96-Latest Edition "Standard Test Methods for Water Vapor Transmission of Materials' ". 14. ASTM E 154-Latest Edition "Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs", 15, ASTM E 1643-Latest Edition "Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under concrete Slabs". 16. ASTM E 1745-Latest Edition "Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs". 18. AASITFO T318 "Standard Method of" Fest for Water Content of Freshly Mixed Concrete Using Microwave Oven Drying", WE Core I .O 033000-1 November 2014 19. ASTM C 171 - Latest Edition "Standard Specification for Sheet Materials lot Caring Concrete". 20. ASTM F 2170 - Latest Edition "Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes". PART I1 - PRODUCTS 2.01 FORMWORK A. Construct formwork for all concrete, with plywood, metal or other panel-type materials to provide continuous, straight, smooth surfaces. C. Form coatings: Use non-staining release agents that will not discolor, deface or impair finish or treatment of concrete. 2.02 REINFORCEMENT A. Reinforcing Bars: ASTM A 6 15, grade 60, deformed. C, B. Epoxy - Coated Reinforcing Bars: ASTM A 775. C, Welded Wire Fabric Reinforcement: ASTM A 185 welded steel wire fabric, sheets only, rolled fabric prohibited. I. Precompressed impregnated open cell foam, 2. Asphalt saturated fiberboard complying with ASTM D 1751. 3. Granulated cork between saturated felt or glass fiber felt complying with ASTM D 1752 type H. 2,03 CONCRETE, MATERIALS A. Portland Cement: ASTM c 150, Type I or Type It. B. Fly Ash: ASTM C 618, 'Type C or F, not to exceed 20% of cement content by weight. Do not use when ambient air temperatures are expected to be below 35 degrees E' during the first 48 hours after placement. At interior slabs to receive concrete polishing', fly ash shall not exceed 12% of cement content by weight. C. Aggregates: Normal weight: ASTM C 33 Light weight: ASTM C 330. Combined Z aggregate gradation shall be 8% to 18% for large topsize aggregates (I '/',- inches) or to 22%i) for smaller topsize aggregates (I in. or ' in.) retained on each sieve below the topsize and above the No. 1000. D, Water: Drinkable, WE Core 1,0 033000-2 November 2014 E. Air Entraining Admixture: ASTM C 260. 3, National Polymers, Inc. NP7937 one component water based, lithium based solution. 4, Convergent Concrete Technologies, LLC Pentra-Sil NL water based, lithium based solution 5. Lythic Solutions, Inc. Lythic Densifier, Colloidal Silica Concrete Hardener and 8. Concrete Polishing Solutions Armor Densifier, aqueous Lithium polysilicate solution. 9 W, R. Meadows, Inc. Liqui-hard Ultra water based lithium silicate densifier and hardener. 1. Chemical Admixtures: Type A water-reducing, Type Fand Type Cr high-range water- reducing admixtures shall comply with ASTM C 494. Do not use in cold weather conditions. 2.04 CONCRETE DES IGN/PROPORTJON ING X Provide normal weight concrete as required as follows: 1 3,000 PSI olininlLun 28 day compressive strength or stronger as required by architect/engineer of'record, 2, At interior slabs, provide concrete with ultimate shrinkage less than 0.05% at 28 days as tested per ASTM C-157. Provide laboratory test results indicating tile 11 design (or comparable) mix meets the ultimate shrinkage requirements with the mix design submittal. Z:� WE Core LO 03 30 00-1 November 2014 K An- Entrainment: Use air-entraining admixture resulting in concrete with air content at point of placement as follows: Concrete exposed to fireezing/thawing, deicer chemicals, or hydraulic pressure: 4.5% (moderate exposure); 5.5 (severe exposure) 1-1/2" max. aggregate. 4.5% (moderate exposure); 6.0% (severe exposure) I " max. aggregate. 5.0% (moderate exposure); 6.0% (severe exposure) 3/4" max. aggregate 5.5% (rnoderate exposure); 7,0% (severe exposure) 1/2" max, aggregate. 1 Other Concrete/Steel troweled interior floors: 3' 1 , , im maximum air. C. Water-Cementitious Ratio Provide concrete with maximum water-cernentitious (W,/Ctn) ratios as follows: I Subjected to ft and thawing; W/Cm 0,50. 2. Subjected to deicers/watertight, interior floor W/Cm 0A5. D Slump Limits: Provide concrete with slump at point of placement as follows: I Ramps and sloping surfaces: Not more than 3". 2, Reinforced foundation systems: Not less than 2" and not more than 5". 1 Slabs and other concrete: Not more than 5". Concrete containing HRWR admixture shall have as maximum slump of 6"', The concrete shall arrive at the job site at a slump of 2*'to 3", is verified, then high-range water- reducing admixture added to increase slump to approved level. PART III - EXECUTION 3,01 REINFORCEMENT X Clean reinforcement of rust, mill scale, ice or materials that will reduce bond with concrete. B. Place reinforcement to obtain proper concrete coverage in top third of slab or 2 inches below top surface. WE Core I ,O 033000-4 November 2014 3.02 CONCRETE PLACEMENT A. Place concrete on/in properly prepared base or forms. Place concrete slabs directly on water vapor retarder. Provide not less than 6 inches of compacted base between water vapor retarder and ground unless otherwise recommended by the Geotechnical Engineer and approved by the Walgreens Project Architect and the Walgreens Regional Construction Manager. Install water vapor retarder in compliance with manufacturer's instructions and 3,03 JOIN A� Contraction joints at interior slabs shall be formed by saw cuts within 4 to 12 hours after finishing and before random shrinkage cracks form. Concrete surface shall not be torn or damaged by the blade. Joint spacing shall not exceed 30 times the slab thickness in feet. Joint patterns shall be generally square. Joint depth shall be !4 slab thickness. B. Isolation ' joints; provide full depth at all locations where slabs adjoin walls columns, foundations, drain piping, sprinkler mains, existing concrete or pavement, and other immovable objects. Provide "pinwheel" isolation joints at columns, Wl" Core 1.0 03 30 00-5 November 2014 3,04 FINISHING/CURING A. Provide a floor surface which is true and level and achieves "F Numbers" of F 1a = 50 and F I, =- 35 minimunt overall composite and F 1, := 35 and F 1, =- 24 inininturn at any individual section, when tested in accordance with ASTNI E 1155, Remove surface irregularities to provide a continuous smooth finish free of trowel marks and trowel patterns. 3,05 REPAIRS A, Repair or replace broken, detective and stained concrete, and replace non-conforming concrete, all as directed by Walgreens. END OF SECTION W E Core 1.0 03 30 00-6 November 2014 SECTION 06 10 00 - CARPEN PART I - GENERAL Lol DESCRIPTION A. The work incl tides but is not I ironed to rough carpentry. finish carpentry and casework. 1 .02 QUALITY ASSURANCE A. Casework Comply with Architectural Woodwork Institute "Architectural Woodwork Quality Standards" latest edition, section 400 as applicable, custom grade. 1.03 SUBMITTALS A. Casework; submit shop drawings to architect of record. B, Fire Retardant Treatment for Wood: Submit to architect of record and Walgrectis, manut'acturer. name of process and warranty terms. T'AR'T` 2 - PRODUCTS 101 LUMBER A. (.7omply with PS 20 "American Softwood Lumber Standard". & Factoni mark each piece of lumber with grade stamp evidencing compliance with grading rules and moisture content, C� Dress lumber; dressed S4S. D. Provide lumber with 19% moisture content at time of dressing. E. Provide grade and species as required by the architect of record, F. Provide treated lumber as required by local codes. 102 SHEATHING & PANELS A. Wall Sheathing: I Plywood: APA rated for exterior exposure. 5/8" minimum thickness. Oriented Strand Board (OSB) is not acceptable. 1 Class Mat Gypsum Sheathing: Dens-Glass Gold or Dens Class Gold l"ireguard, by (icorgia- Pacific Corp.. or GlasRock" by BPB America. hic,, 5/8" minimum thickness, I Fiberock', BrindShcaiiiing.5/8"iiiiiiii thickness, byt,j.S,Ci) WE Core 1.0 06 1000-1 November 2014 2.013 WOOD TREATMENT A. Preservation Treatment: Comply with applicable standards ot*AWPA C2 (lumber) and C`9 (plywood) and AWPB listed below: I Pressure -great above ground iterns with water -bonne preservatives complying with AWPI3 1,1 After treatment, kiln -dry N" of y lumber and plywood to a maximum moisture content, respective 19% and 15%, 2. Pressure -treat ground or water contacting trierribers complying with AWPB LP-22. B, Fire, Retardant Treatment: Comply with AWPA C-27 as applicable. Process shall not promote premature degradation of wood products in the conditions in which fire-treated lumber/panels will be installed, I Provide materials with maximum moisture content, after treatment, of 15% or less, 1 Manufacturer: a. Interior applications: provide "Dricon FRT" or *'Hoover Pyro-Guard" with Current warranty. b. Exterior applications: provide "Dricon FRX exterior FRTwood or "Floover Exterior Fire- V. C, Fasteners: Provide stainless steel or hot-dipped-galvanized connectors/fasteners, flot-dipped fasteners/connectars shall be continuous galvanized G; 185 or G90 IIDG per ASTM A-653, batch/post IJDG per ASTM A -122 (connectors) ASTM A -153 (fasteners) or mechanical galvanizing per ASTM B-695, class 55 or better, 2.04 PLASTIC LAMINATE FABRICATIONS A. All fabrications to be self edged with plastic laminate. B. Countertops and sills: Comply with AWI standard 400. custom grade. C Plastic Laminate: norninal 1/16" thick (0,048"+/- 0.005" minimum thickness), except as otherMse noted., materials as follows: 1. Sill at pharmacy wall & sales area: Wilsonart Type 107. #D354-60 "Designer White*', Inane finish, 2. Employee Room countertop with back and side splashes: Pionitc Ffi-Wear Laminate 'Type 148, #WF181 "Ice Fishin". suede finish. 3. Employee Room cabinet: Wilsonart Type 335. # 1573-60 "Frosty White". matte finish, thickness OM8 4• 1),001 ".._ OM4". 4. Storefront stool: Wilsonart Type 107. OD354-60 Designer White", matte finish, 5. Drive-ThruCasework: Laminate panel at drive-thru window removable knee wall. countertop, side and back panels: Wilsonart High Wear LarninateType 10711W. 111)354-60 "Designer White". matte finish. WE Core LO 06 1000-2 November 2014 105 MISCELI-ANE.OtJS A, Closet/Storage Shelving: Comply with AWl 600. custom grade, and paint finis li 13. Miscellaneous wood trim, Comply with AWI 300, custorn grade. and paint finish. C. flardboar& Opaque, grade 11, tempered smooth one side, 1/4 thick, D. Employee Roorn plastic laminate counter and cabinets: C'ontractor to purchase through Walgreens approved fixture vendor: 1. Contact Premier Eurocase for projects in all states including PLIetio Rico, Premier Eurocase #8 Forest Hills Drive Lincoln, 11, 62656 Maria Newman 303-373-9718 ext. 221 mnewirian( prentiercurocase.com PART 3 - EXECUTION 3.01 GENERAL A. Securely and properly support and anchor all work to accurate fit, lines. level, and plumb without distortion. B. Install litre - retardant treated materials in environments with proper ventilation to prevent degradation of wood materials. C. Metals in contact with pressure treated wood i.e,; blocking at metal deck, etc., shall be separated by a # 1 5 felt paper, D� Install wood blocking in the following areas. The list is general in nature and may not reflect all locations noted on drawings, I I'l IARNIACY a. Side & back work counters 38" to 86" " (3/4" plywood between studs) b. Sink chase 12"centered ( 36", 59". 80" " (3/4 plywood between surds) C. 10 drawer file cabinet centered 'fir 37" 69'% 90" (2x blocking between studs) 1 REST-120 ONNIS a. Toilet partitionts) b. Grab bars (horizontals and vertical), (2x 10) C, Urinal screen (2x wood block) & Large tissue dispenser (2't,x Ff 1) e. Baby changer t' Sink g, Soap dispenser and soap dish 1 N41SC a. Root'ladder b. Jambs ol'interior doors (2x4 or 200 C. pharmacy sbutterjarribs (both sides) d. Consultation sliding glass doorjambs and header, C. Porter closet sink bracket F. TV monitors E Condition woodwork,'casework to average prevailing humidity conditions in installation area prior to installing. LND OFSE'(110N WE (1.7ore 1,0 06 1000-3 November 20141 SECTION 07 21 00 -THERMAL INSULATION PART i - GENERAL 1,01 DESCRIPTION PART in - EXECUTION 3.01 INSTALLATION A, Extend insulation full thickness over entire area to be insulated. Cut and fit tightly around obstructions. END OF SECTION Wf,--',' Core Lo 0721 00-1 November 2014 SECTION 07 90 00 - JOINTPROTECI PAR I - GENERAL 1,01 QUALITY ASSURANCE WE Core 1.4 079000-1 November 2014 REFERENCE NLJM13ERS REF ASTM FM # SPEC SPEC PRODUCI'DESCRIPTION S =- Sealant S-1 C-920-05 -Two component, non-sag, , rype M Polyurethane or Class 25 Polysuffide sealant Grade NS -Shore A hardness of 2040 -Joint movement range of +/ -25% S-2 C-920-05 -Two component, sell' Type M leveling, polyurethane Class 25 or polysulfide sealant Grade P -Shore A hardness of 25-40 -Joint movement range of +/-25% S-3 C-920-05 -Low modulus, one compo- Type S nent, non-sag, polyurethane Grade 25 or polysulfide sealant Grade NS -Shore A hardness of 15-25 -Joint movement range of +/-501 -Minimurn elongation of'7001 S-4 C-920-05 -One component, non-sag, Type S polyurethane or polysulfide sealant Class 25 -Shore A hardness of 25-40 Grade NS Joint movement range of +/-25% S-5 C-920-05 -One component, self T_ype S leveling. polyurethane Class 25 or polysul ride sealant Grade P -Shore A hardness of 15-45 -Joint movement range of 44-25% S-6 C-920-05 'u- S- (.)01543(a) -Low modulus, one com- Type S and/or ponent, non-sag, neutral Class 25 IT-S-00230 cure, silicone sealant Grade NS Class A -Shore A hardness of 15-20 -Joint movement range of +I001 to -50% -Joint size may be as little as two times ,joint movement -Minimurn elongation of 1200% S-7 C-920-05 TT-S-001543 (a) -One component, neutral Type S and/or cure. non-sag, silicone sealant Class 25 'IT-S-00230 -Shore A hardness ol'25-30 Grade NS Class A -Joint movement range of 44-25%o S-8 C-920-05 TT- S- 001543 (a) -One component, non-sag, 'I ape S and/or mildew resistant Class 25 TT-S-00230 silicone sealant Grade NS Class A -Shore A hardness ot'25-30 S-9 C-834-05 N/A -One component acrylic lare nflnunum 75% recovery per ASTM C-736-00 - Maximum ,joint movement of+/-T5'N, WE Core L0 079000-2 November 2014 SECTION 07 90 00 - JOINT PROTECTION PART] - GENERAL L01 QUALITY ASSURANCE A. Applicator Qualifications: Applicator shall have a minimum of 5 years experience successfully installing sealants. B. Compatibility; Applicator shall be responsible for verifying that sealants used are compatible with joint substrates. C. Guarantee; Sealantjoints shall be guaranteed against adhesives and cohesive failure and water penetration through the sealed joint for 5 years, D. Apply sealants in strict compliance with manufacturer instructions. PART It -PRODuc 101 SEALANTS X Extreme Movement Sealants (+ 100% or -50% movement capability) I . Vertical/horizontal joint, such as expansion joints; use reference #S-6. K Significant Movement Sealants (+25%0 or -25% movement capability) I. Vertical or inclined joints such as panel, coping, expansion, and sloped pavernent; use reference # #S -E, 3 or 6. 2. f lorizontal joints not exposed to fuel or gas spillage; use reference ##S -1, 2, 3, 4, 6 or 7. C. Minimal Movement Sealants (+25% oi -25% movement capability) I Vertical or inclined joints such as perimeters of doors, windows, wall penetrations; use reference # S-1. 3, 4, or 6. 1 Horizontal joints not exposed to fuel or gas spillage; use reference # S-2, or 5. D, Interior Sealants T. General; use reference 4 S-9. 1 Special a. Toilet rooms; use retcrence #S-8, WE Core 1.0 07 90 00-1 November 2014 RE TRENCE NLIMBERS REF ASTM FED. # SPEC SPEC PRODUCI'DESCRIPTION S - Sealant S-1 C-920-05 -Two component. non-sag. Type M Polyurethane. or Class 25 Polysulfide sealant Grade NS -Shore A hardness of 20-40 -Joint movement range of +/-25 S-2 C-920-05 -Two component, self Type M leveling, polyurethane Class 25 or polysulfide sealant Grade 1 -Shore A hardness of 25-40 -Joint movement range of +/-25% S-3 C-920-05 -Low modulus, one compo- TYpe S nent, non-sag, polyurethane Grade 25 or polysulfide sealant Grade NS -Shore A hardness of 15-25 -Joint movement range of +1-50% -Minimum elongation of 700% S-4 C-920-05 -One component, non-sag, 'rype s polyurethane or polysuffide sealant Class 25 -Shore A hardness elf f 25-40 Grade NS Joint movement range of +/-25% S-5 C-920-05 -One component, self 1'y ype S leveling, polyureffiane Class 25 or polysuffide sealant Grade P -Shore A hardness of 15-45 -Joint movement range of +/-25% S-6 C-920-05 'F1'-S-001543(a) -Low modulus. one com- Type S and/or ponent, non-sag, neutral Class 25 IT-S-00230 cure, silicone sealant Grade NS Class A -Shore A hardness of 15-20 -Joint movement range of + 100% to -50% -Joint size may be as little as two times joint movement -Minimum elongation of 1200% S-7 C-920-05 IT-S-001543 (a) -One component, neutral Tv PC S and/or core, non-sag, silicone sealant Class 25 TT-S-00230 -Shore A hardness of'25-30 Grade NS Class A -Joint movement range of +/-25 , 4 S-8 C-920-05 TF-S-00 1543 (a) -One component. non-sag, I'vpe S and/or mildew resistant ('lass 25 1 T-S-00230 silicone sealant Grade NS Class A -Shore A hardness of 25-30 S-9 C-834-05 N/A -One component acrylic latex minimum 75% recovery Per AS YNI C-736-00 -Maxinn,unjoint movement ofI,-/-7,5%,,, WE Core 1,0 079000-2 November 2014 103 PRIMER A. Provide type recommended by sealant manufact for project conditions. 104 BACKER ROD A Open or closed cell (non-gassing) polyethylene or polyurethane as recommended by sealant manufacturer, PART III - EXECUTION 10I INSTALLATION X Clean joints to eliminate all detrimental substances, B. Install joint filler and backing without gaps between ends, C. Prevent 3-sided bonding within the joint. Use bond breaker tape as recommended by sealant manufacturer if needed. D. Sealant depth shall be 1 . , i, of joint width with a minimum depth of 1 14" and a maximum of '/'27 unless otherwise required by the sealant manufacturer. E� Do not install sealant on damp, dirty or oily surfaces. Do not install sealant when temperatures are below 40 unless specifically allowed by manufacturer's instructions, F. Color: Sealant color shall match the color of the materials at each side of the joint, If materials change along the length of a continuous joint, the color shall change to match the surrounding materials. Sealant in horizontal joints in masonry shall match the color of the surrounding mortar, When materials differ on each side of the joint, install as follows, For combinations not listed below, consult Walgreens Project Architect, I. Masonry and Storefront Systems; match storefront. 2. Masonry and Hollow Metal; match hollow metal final finish, 3. Masonry and Prefinished Metal; match prefinished metal. 4. 1 lorizontal Concrete and Masonry; match concrete. 5 EIFS/Plaster and Masonry; match EJES/Plaster. 3.02 CLEANING AND PROTEC'FION A Clean off excess sealants or smears adjacent to joints without darnaging adjacent surface or finishes, B. Protect sealants from damage and contaminants until fully cured. Damaged or contaminated sealants shall be cut out and replaced, END OF SECTION WE Core 1.0 079000-3 November 2014 SECTION 08 11 00 - METAL, DOORS AND FRAMES PART" 1 -GENERAL 1.01 QUALITY ASSURANCE A. Provide doors and frames complying with Steel Door Institute "Recommended Specifications Standard Steel Doors and Frames " SDI -100. B. Fire Rated Floor Assemblies: Provide assemblies complying with NFPA 80 and labeled in accordance with AS`T'M - 2071 -00. Comply with UL, IOC "Positive Pressure Fire `Pests of Door Assemblies ". PART 11 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. Subject to compliance with requirements, provide steel doors and frames by one of tile following: -- Amweld /D v. American "fielding & Mfg. Co. - Ceco Corp. - Curries - Fleming Steel Doors and Frames, an Assa Abloy Group Company - Steelc:raft/Div. American Standard Co. 102 MATERIALS A. Hot- Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and ailed, complying with AST "M A 1011. B. Cold- Rolled Steel Streets: Commercial quality carbon steel, complying with AS "1"M A 1008. C . Galvanized Steel Sheets: ;zinc- coated carbon steel sheets, complying with AST'M A -653, G60 zinc coating, mill phosphatized. D� Supports and Anchors: Fabricate of not less than 18-gage galvanized shiest steel. E. Inserts, Bolts, and Fasteners: Manufacturer's standard units, except hot -dip galvanize items to be built into exterior walls, complying with AST'M A 153, Class C, or D as applicable. 2.03 SHOP APPLIED PAINT A. Primer: Rust-inhibitive enamel or paint, air-drying or baking, suitable as a base for specified finish paints. 2.04 FABRICATION A. Comply with SDI -100 requirements as follows: Interior boors: SDI -100, Grade 11, heavy -duty, Model 1, minimum 18- -age faces, 1 j thick. Exterior Doors: SDI -] 00, Grade tit, extra heavy -duty Model 2, minimum 16—age faces, I ; / ". thick. WE Core 1.0 08 11 00 -1 November 2014 B, Fabricate exposed faces of doors from only cold-rolled steel. C. Fabricate frames with 12- concealed stiffeners, reinforcement, edge channels, louvers, and moldings troni either cold-rolled or heat - rolled steel (at fabricator's option). Factory weld all trarnes. Field weld in ion is prohibited. D Fabricate exterior doors, panels, and frames front galvanized sheet steel. Close top and bottom edges of exterior doors as integral part of door construction or by addition of minimum 16-gage inverted steel channels. E Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. F. At exterior locations provide thermal insulating door and frame assemblies, tested in accordance with ASTM A- 1' )63. Form exterior frames of hot-dip galvanized steel. B. Door Silencers: Except on weather-stripped frames., drill stops to receive 3 silencers on strike iambs. PART III - EXECUTION 3,01 INSTALLATION A. Comply with SDI-105 "Recommended Erection Instructions For Steel Frames", SDI-100 and NFPA 80. B, In metal stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels, In open steel stud partitions, place studs in wall anchor notches and wire tie. In closed steel stud partitions, attach wall anchors to studs with tapping screws, B. Final adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper operating condition. END OF SECTION WE Core I .O 08 11 00-2 November 2014 D Door thickness 1 1 /4 inches. E. Fire-Rated Solid Core Doors. Comply with the following requirements- 1. Faces and WD MA Grade: Match non-rated doors in same area of building, unless otherwise indicated. 1 Construction: Manufacturer's standard core construction as required to provide fire-resistance rating indicated. 2.03 LOIJVERS AND LIGHT FRAMES: A. Louvers: Door manufacturer's standard metal louvers, of size indicated, formed of 18 Gage cold-rolled steel, factory primed for finish painting. B. Frames for Light Openings in Fire-rated Doors. Manufacturer's standard frame fonned of 18-gage cold-rolled steel, factory-primed for paint, and approved for use in door of fire rating indicated. 2.04 FABRICATION A. Openings: Cut and trim opening through doors and panels as shown, Comply with applicable requirements of referenced standards for kind(s) of doors required, I Light Openings-, a. Factory cut openings. Provide 18-gage cold rolled metal trames. Pruned for painted doors. b. At all pharmacy doors, the removable stops shall be placed on the pharmacy side of door. Non - removable stops shall be placed at opposite side of pharmacy door. Finish of metal frarnes is comparable to satin chrome US26D. c. Fire rated doors with light openings shall have UL listed wire glass, I. Factory install glass as required. 1 Louvers: Factory install louvers in prepared openings. 105 SHOP-PRIMING: A. Door for Opaque finish: Before delivery of doors shop-prime all six faces as follows: I Paint Finish: Prime with one coat of wood primer; interior enamel under coat (FS-TT-E-543). 1 Moore's alkyd enamel under body. 106 PREFITTING AND PREPARATION FOR HARDWARE (Contractor's option) A. Prefit and pre machine wood doors at factory. WE Core I ,O 08 1,1. 00 -3 November 2014 WE w Core LO 08 14 00- } ovembe r` 014 t7l OZ i iqiuiAoN Z OL 80 0' 1 1" 3 M . (,)S1,Nu,aLJJO P.)JOU ssolun) surd - Ruisp - tiou 'sjoop joinjut j,)qlo 11V tlliNN suid o1qrAottizu 'sjoop joijaix :SLIIi -a?)u1q qolum of (Isiull majDS �poom oliq itoijulluisui.iql s,Nx;)j poom pnq-1111 sdq1!q,1 qs(LUM lda axa SANOlis autpum PU'OLJ-J1,'LJ , ;dii[!Lld SAAa-IDS S30NII-1 EO'Z - ,1JRANPJPLJ JLMP!J PIM 1',)O'I-JIIS IT,' PANNOfIC Slloq-nlq_L �(OSIMfotllo pajou ssaluti) siloq-t pasodxoasnjoij o(j a1qep1'AL' UMIANSUOUDISLIJ Polvaluoo ')P!AO.ld -aiumpiril piput ol, t1siu!j'(asiNNjClio paiou ssolun) s, pt sdi1pq,1 ,I P! 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Sl3JAlp?)UllPalpul tumplo/put3 Sjoiampajouts 1ruoipppr 11mut pup qstLun.4 -V MOAN JO NOLWINDSM ZO'l SO2 VCJ KVIS 10* 1 'M1 SIN 39 - 1,BdVd WTjvTv Kol — 1,51,00 mill - 00 — H R-C NOUTIS K01133S O C1N3 -lowed joaluoa Dill op {slno uoclrutut.tal jo lutod clam it put, °lourd joxjuoa aqj uigj!Ak ux Luauiu wg iqi jo ouratmas pur uotlu aLllluapt jo asodtnd aqj .ioj `.toloa aoopur .tagtunu Xq `RIluaumiad puu Xlaivydo.tddu s.tolanpuoa ;lr apo D �pasodxa azr Rutdtd puu linpuoa tatllo atatinx sratu put sutooijools tit Wan,) fl <utip" inatto - utais A tu.trir o.q.1 ac[l .ioj paambw su tualsXs ` ut.t m alaldutoo lirasul - uo[laas stt.[l .tapun Imom sr p°op!no.td tuals.fis tuau[u wg oqi utst.td(1toa luatudin[aa atli of suotlaaa-toa puu slu;)wlsnfpu ,urssaaau [1u ayrtu ,4jluanb;Dsuoa pur sa.tnlr�l upendo Ijr isai llutis .toslntadns at[l `ttoilaadsut luup 01 .iota, '.IOSIAII.dns paulu.tl X.tolarj a jo ttolstnaacins at {l aapun pa{[rlsur aq Ilut[s LualsSs Luaulu NU aLU X Property Owner (please print): UJ Phone: « > «« ..- Sub Contradom.- Electrical City Li ; n Plumbing n City License to ng 1 City License ; Company, Company omp OWNERICONTRACTOR SIGNATURE OF , AGREEMENT IIII++ (CONTRATOR) 4,401 Wadsworth Blvd 201401825 Note: reei-fi ne c tynmenfs must stay will F Work shall comuphy 7,wviflh,220�06 It I BC, I P(", I M(.,,, IFGC, I FC, 2 NE I any 014 NEC and any t � , 1. t � (itv, of jt, aippplicable City ofWheat Rifte Murticipal Codes. N r�ra Q�t) =r (D cu (D :3 A& ;a 0 ums CL " r-t 0 =r rD 00 rl < CP, 0 cN * Q�t) CO LYa :r M ;5. to its c" 0 e� 0 xl fbL 10 I % 1%7; Au" 1. m ale V C ,- - Cr m V-2'h' Background Cabinet i I Mti n i. 1 NSPECTION RFC `VINSPECTION LINE: (303) 2`34 -5 O R�D Occuoancv/T 933 1 ] 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. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie Mid -Roof - Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OFOCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER � \ $o one avak e /p co ( ile for im «do '-�P IZP » \ : AM/PM 2 2 \ r vs /o \ \ \ When - corr ha k \ . 1 .. . . y<\\ / «\ dDate: Inspector: y .. ». . «?g0 NOT REMOVE THIS NOTICE ? • CITY OF WHEAT RIDGE 1� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office " (303) 237-8 Fax INSPECTION NOTICE Inspection Type PA - �'r dji ra c= yfr S Job Address IM �a Permit Number d:eatlYc ��6.F,3 l�+r'l1 �3 >4-i C ✓�i:�'�' �-r/ 6�r3z'.&' ii✓��1 �+tJS?'�dr'1°r ailable fc i requirE ions have t sa nspection: Time e's) No r: AMt,�VI� ;E INSy� .8 C# :o Why Ridgy CT208T�REQUES 0 )2 3 DING OFFICE: (303)235 -2855 REQjj BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Residential Plumbing PERMIT 110440 PERMIT NO: 110440 ISSUED: 04/26/2011 JOB ADDRESS: 4401 WADSWORTH BLVD EXPIRES: 04/25/2012 DESCRIPTION: Replace curb stop & box, also existing backflow device * ** CONTACTS * ** owner 303/246 -8915 Walgreens Corp John Harvey sub 303/466 -3581 William K Kerwin 02 -1648 Kerwin Plumbing ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0319 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1,800.00 FEES Permit Fee 70.70 Total Valuation .00 Use Tax 32.40 ** TOTAL ** 103.10 Conditions: Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signature of OWNER or SCML � (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspecti Signature of uilding Offical Date INSPECT N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS. DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 04 -26 -2011 07:44 KERWIN PLUMBING 3034663901 a ` City of COlhhMtldY1TY TYEVCI.OPMEN °f Building & Inspection Services Division 7500 W. 29 th Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855' Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building PerrnitApplication 4401 Wadsworth Blvd. PRGE2 Date: Plan # Permit # Property Owner (please print) Walgreens Corp, (Joh H arvey lo cal contact) Phone: 303 - 24 -8915 Mailing Address: (rf different than property address) Address: 20o Wilmot Rd. City, State, Zip: Deerfield, IL 60015 License #: Plumbing: Kerwin Plumbing & Heating, Inc. Mechanical: (303) 466 -3581 City License # City License # 21648 City License # 6 m Installation of a replacement curb stop and box, and replacement of an existing 1" backilow device (Watts 2" Pressure Vacuum Breaker 800oTK). Contract Value: g 1,800.00 Ravlaw Fao (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the sclback distances proposed by this permit application are accurate and do not violate applicable ordinanws, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all mcasummenls shown and allepplians made arc accurutc; that I have read and agree to abide by all conditions printed on this application acid that I assume fall msponsibility for compliance with applicable City of Wheat Ridge axles 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 or the property to perform the described work and am also authorized by the legal owner of any catity included on this application to list that entity on this application. CIRCf.F- - ONE : (OWNGItJ (CONTRACTOR) or (AUTIIOAMM)REPRESENTATIVE) of (OWNFR) (CONTRACTOR) PRtrcc NAME: William K. Kerwi SIGNA'T'URE: L-- DATE: 4 -25 -11 Bldg Valuation: $ DES~*IsITTDN; `3stietalk C2= new faces into existittg eign'. ,.~,a*t ~,"ONTA= ,rrx , . . . . _ . . . . . . owneY 3(13)$88-8819 ' M& V Rentals gc ' 3.fl3/3Pfl-2Q2d PA1UL PASS&R0. 07.-0188 GS3'Y.ORA,D6~ STGN` 99TaPVAS.' ISC ♦i P'~C~LT~i~CS ' ZONN^t4D8: C-S . . . , USE: . C i . SUB1gV)410N11 037:9 BLOCK/LOT#= 0/ ES2'IMATED'BRAJIS'GTi/A'{`iVATIOH: ..21560.00 . . . . Ffi8'3 , Pei"mit Rse- . 30.55 Pl.i3i N6vievn Fee.. 19.86 4a,. Tatal Va2uatiosa .00 45.00 , ~ . F ~ . . ,ek:,,'.~''~,'ASr ` ' " ' ...95.41.... .•i~. ~ : , . . AT w Faa~ chaisge 0~C Z h~C 'cRrCl,iy 6~st CM~s¢Gl7ack diataaceapropoeed Dy thiepermit application aze accusate, and do not Vtolate s,pplicatils ordi Yw~'e~ukAb,~Ono c[ tHe C3ty of Nt[eat Aidge or covenanta, eaoemente or reeCractlonei:af iec6rG;..that:aY1 md6y4' ~t1Ia'~3tStfriB'MSde ate aecutate; t#tat I haveread and mgrea to abide by all Carldiqioaq ptiottlrJ Cn tbtiagpC,i tL, nNne }'ull raepqnsibility Eprcanpliance with the Wtieae Ridqe Buildicg Coda-(I.S.GI attQ all Rth~~ appi ae t8k bcEa, foz work under Ch1r~ t. 13ne eubjectto fiEld iA9peCKlory: . . . Air 9 * . f5€ CiocdCQGY{... ` . . . . da . . .J - . 1 'i'his ,pexnllE;wA.a SHqupd,.~in s Ct4rild3+cm with Clie Arouieiona aep fprth Sn yrouF ~appl,SCaEipp anC ie eukvj'ect to Utie lawn of the . BKAtg o,L Cdl;ora$a #rixt~tp tAe Zoaing Regulationeand Bualdfngeodea of Nheat Ridge,COlot88o Cr any`othex app3icW1e qrSinatlCm of'tMe CLhy., _ ' . . . . . 2. 'l~t1Le„peimit.Shd12"locpise 190 dayS trom theig9ue date. RequeeCe for an extensipn muetbe rec~tved pY3or to expization : daCe, Isf! exLBnqSoti d~ay E1C gran[ed at trie dlsc`rGCioh o€ the Su£lding Ofiicial. ' : . . 3. ,Gh34.r~M':rmft qXpiLBa:., d,qpw pe#m3t q~ay De. acgulredfor a fee. of one half Che atpo+utCnotmally zequis~etl, gYCVidaS~ no eNaCg4f 71aVa.}cpen qt sii.11 15e ~e in khe osiginal plane and apecituationsaad any suep@m»YOt3'ot~abandonMnC kias vbt ex"eQsB one jl) yeaa.` Tf ' ekrat'igeB luve bean or. iE. euepene4on or aba»dorimeriE exceedr tine' (1) yeaz, %ulk Eees'q3uki . cpa. !1o wozk o aay'mahqci ehaXT pe dCiad that aiYI chasge: the naturalflow o£ vater c,xuairg. a dzainage.problem. . 5. ;(bntxaCkot-:aS±Al2 nqtiLjc CdYit B451{lSpg Inapector taqnty-Yoar, (?aj houra in advance Cprall inepettY8n9 and `9ha11 YBCe3vS idF}.L`t_qp appzovak~cA iqapectitm Card be£ort proceeding wiCh aucceqaive phaees of the joL. 6. $C7~ iyiYj~g{y~~ y5#`g p~; OkGhRoppzaval offlrawirtgsand speCifica[ione ehall not bocon9trued Co 4e a permSC fqr, ror.-' ~ ~Yl,apgFQW~1oE~ any N;1~Gla ,wf bL:tGhO pYOVieione aE the bu118ing co9es oz eny other ordinance, lav, rule az regulatiop.. Jk61 yian,xevier d ' e q fieSd 'z'ttepectirnle.` . . ' ' sf.gns~c~iad8°Cr+ie~' '~C#' ox~txziai'' . aace 11 INSFS~Zq~i II$$$ I~120x ($03)254-5933, BUILDSI7G OFFIGS; (303)2~5-285,5 ' IBYe31Vb1 ANY SVSIME;83 DAY FQR INSPECTION THT FpLLOWING HUSIA?ESS UAX. i , ' . . . ~ ! . f. . . . City of Wheat Ridge Bu!/ding Divislon 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 0 o Inspection Line: 303-234-5933 RA Building Permit Appl7cation ProporEy Addresa; Prop" pwner (please pnnry: ef-- Mailing Address: ('rf different than property address) Address: . ~d03 s Dare: 7/3-I/0 S' P/an*: Qb"zi^9 ? Pen„k#: C) 086& 3 - m -?Yg/ L-/ Contraftr. C=~ L b 2 jt~e rS (6-1-3 Phone: 3 3970 20 2 c7 Sub Conbactcrs; Electrical City License Company: Eup. Date: Plumbing City License Company Exp Date: Mechanical Ciry License Company: ~ ~ zi r.pProvar. Exp. Date: ApProval: Approval: 4'' Use of space (description): ZLIS7-4-LL CZ OescdpHon of work:~Lr ~ -c- Consbvctbn vaiue: s 2. o , cnS" /~C,u~ !as cekNated Per Me BW%Wn a/uatlon Oafa Sheet) ~ r" C.~XI-S n ^rV S! U/J Plan Revlew (due at time of su6miffal): S Sq, FL/LFt added: Squares BTU's Gallons qmps OWNEWCONTRACTOR ~~febY certiy tAat Ne s reg altegatlons maAe are ~ acp resPOnsbllity for compliar untler Mis peimlt. pqns S ClRLCE ONE:: PRINT NAME: ATURE OF UNDERSTANDIN6 qND AQREEMENT t tlistances ProPosetl by Mia Pemdt appACatio of Wheat Rkige or covenaMa easemerrts n are accurate. and do not vidate applicaWe ordinances, ihat I have read entl agree to , apitle or restrlctlons of recrord; Mat all measuemeMS shovm, aM th the yVheat Ridge Builtling Cotle by all contlitlone pNMed on fhis applicatlon and that 1 assume (WI (I.B.C) and all otlkr applipbie Wheat Rldge prtlinanc~. ~r t to fiw"'Pectlon. L 20NINOCpMMENT~,,,g,f~'~,(~ ~ ~EVi8~Y9f.' A PUBLIC WpRKg COMMEMg: Reviewer, BUILDINQ pEpqR7MEry~~ COMMENTS: Reviewpr PERSONAL REI S16NATURE: DEAARTINENT USE ONLY (CONTNATOR) tv-- Date: 30 g OCCUPAN6Y: FIRE DEPART4AE7yT: p BppfOVeQ yy/ C0nMMU p~:'~ no revlqw reqWred Bldg Valuadon. ~""~~5~`~'~~ ~ ~ ~ . ~ ~ ~t, \ ~1~~~~~ ~~N~s~ar\ wd ~c~~z~ Sooz ~ s o1~a~s~~ . . W . . . . . . . ~ M . . \ J~ ~ f ~ . . . 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( ~ ( ~t 1T~~ ~ ~ . . . ~~~f 1 ~~6✓ V V V ~ y. ~ E! s 6 f ~ ~ ) # # ~ ~ ~ i ! 1~ I 1~ ~ . , A~ Y N ~ ~ ~D ~,0 ~ ~ ~ ~ ~ af~~ ~ ~ i' ~ ~ . _ _ _ ~ ~ ~ ~ ~ i Y I~~ ~~~1 l~~~~~ ~ ~W_'_____--~- . Y ~ ~~i.f~o ~~~i~.r~~~ ~~~1~~ + ~~~~~~~~~~~~~t.~~~~~~ ~ ~ ~ ~ ~ ~ ~ ~ 51TE PLAN f~,{~" ~ M *`}0V { t L t-1 ~ i o . ~ ~ ❑ (D ~ o ~ o ~ 0 ~ ~ m ~ O 7 N ~ N N N ~ Z~ 9 - Q Z 3 Q o- ~D o rn ~ ~ ~ m v i m O o 0 . 3 y ~ ~ m m = D o ~ w -p w ~ a 1n w w C- 0 c D n a m N ~ 3 mo Z o C ~ 41 ~ Z N o m ` .j N a1 O p ~ Z T Z d' ~ p m x (D 2 m . n m m N ^ ~ C) m ~ „ m k ° . ~ ~ m m m ~ ~ y Z O r (p p] N O N V \ ~ 7 (D N O L, y ~ N 7 ~ - 0 Z . % 1° m O ~ c a o m - ~ ~ N ~j o d y a i O C1 O ~ 0 <-o o 3 <A < R m ~ D o ~ w -p w ~ A ~ W C- 0 6 D a a A N ~ m 3 ~ z o c ~ Q ~(D Z N M m 0 -1 Z Z 0 n m ♦ w w w W A ~ a W W 3 < o ~ 3 O T w N » g ~ m W N ^ O ~ N~ ym V 7 m ~ x O O C) Ck w ` (D ~ ~ N d OQ, ~ m 3 m d 0 o ~ ~ - r ~A o ~ w W W a fn W W ~(D L ~ z o ~ (D o ~ ~(D 0 w ~ m ~ _0 Q c (D n. o . 0 ~ Z ~ o ~ ~ ~ m D ~ ~ ~ C- 0 U D a a ~ N ~ v 3 3 CD Z o c M 3 c .a \ ' ► 1 ♦ Z ` m o n N c ~~wQn O v°J, A <e ~ O Z o ~ ~ O N N S n m 1 w ~ ~ N~ O , N~ ~ ~-o m v ~ 3 ~ \ y of Wheat Ridge inmercial Plumbing PERMIT - 080214 ISSUED: 03/10/2008 ~ . . aWORTH BLVD ' EXPIRES: 09/06/2008 sh stations + water heater for Med. Office area Walgreens . G. Gressett/D. Lamb 01-9755 The Deer Creek Corp James P. Unger 02-1912 Colorado Plumbingand Gas Line A . USE : UA . ~ I BLOCK/LOT#: 0/ ESTIMATED PROJECTVALUATION• 5,000.00 FEES 144.70 .00 90.00 234.70 ~ t~i fjy~3 1~fgpections , . : 1 ;,~y„y ~z~~~ ~,Y, q~p~~,ggtback distances propoaed by thie permit applica[ion are accuraEe, and do not violaCe applioaule ~ y{y~gp pr.segulaYlone of the City oY Wheat Ridge or covenante, eaeemente or restxictions of record; that.all y~~y~yKr yisd alYpgatione made are accurate; that I have read and agree to abide by all conditiona printedon thie r(y{¢ j 09y{tthe full reeponaiEility for compliance with the Wheat Ridge Huildin9 Code (~•B.C) and all other gi¢g! 4c[%Shancee, for work under thie permit. Plane eubject to field inapection. i~ ~ ; • dab ov c c t~c+tla~ez . E . : ylitvad 1n accordance with the pzoviaione eet forth in your application and is eubject to the law ot e. i ' Regulatione and BuilQin9 Codee of Wheat Ridge, Colorado or any other applicable . . . . . t $~+a~"4 AL' "4AIdCa'd0 a}d , tP the 2oning ; ~ 3 ~ aff •'4k+q ~4kY,. ~tla'k 180 daye from the ieaue date. Requeets for an extenaion muat be received prior to.expiration e c~} i~~~~feSCC~" Jbn'w81/ be9ranted at the diecretion of the Building Official. requixed, provlded no . ti~n =t 4hi# g, a n¢w permit may be.acquired for a fee of one-half ehe amount nornially ~as npbd~q,pi' MYkl be made in the original plane and speciEicatione and any auspenalon ~ful~eea ehall t f19„~i~,~~:. 'If changee have.been or if euspeneion or abandonment exceeda one (1) year, ~ '3ae l~iYqS"f ra ~k°pttman. gyWll be done that will change the natural flow of water caueing a draina9e problem... ~ kk 1 ~yOt`(iyr.the Building Inepector twenty-four (24) houre in advance for all inapectiona and ehail receive M~~ j y~a~~y~pVa~ otS it}ttpecCion caYd before proceeding with eucceeaive phasea of the job. n6r ~~:~el,~~yy ~ p¢„g ppyi~st or the appzoval oE dzawinge and apecificatrone ehall not be conatrved to be a permit ox, ~ s gny biolation of the provieione of the building codes or any other ordinance, law, rule or regulation. ECt to Eield inepectione. ~ ~r icy~,~j pfyy;~„~g Of#icial date ~ ~9~~ 1 ' LINBa30 234-5933 BUILDING OFFICE: (303)235-2855 g gy 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESSDAY. q 1 ! f ~ f i ' . ~1 0 . . . . . . . ft, oFW"E?r,~ City of Wheat Ridge Building Division oate: ~ m 7500 W. 29'" Ave., Wheat Ridge, CO 80033 plan Office: 303-235-2855' Fax: 303-235-2857 ` Inspection Line: 303-234-5933 permit#: OCORP~O O Building Permit Application PropertyAddress: ~Z1U/ ~ ns~v ~JL '"Z- LxA Property Owner (please print): ;«ti Phone;$T u! Mailing Address: (if different fhan propeRy address) Address: State, Zip: Contractoc GC- cn.,odk~ Q~u B ~c -b 6 0S G" Contractor License Phone: 3 • -7~ Sub Contractors: Electrical City License ~ Plumbing City License Mechanical City License Company Company: Company: ExPDate: Exp. Date: Exp. Date Approval: Approval: APproval: Construction Value: E Use of SpaCe (descrlption): (as calculated per the BWlding Valuation Data sheeQ Description of work; Np"iz S'~ Plan Review (due at time of submittal): E ~ i ~=~,;y,•L D2P r N/ W , 'Y"1 r-IC"44 u"' Sq. Ft./L.Ft added: Squares BTU's Gailons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicafion are accurate, and do nol violate applicable ortlinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recortl; that all measurements shown, and allegations made are accurate; lhat I have read and agree to abide by all conditions printed on this application and that I assume full responsibiliry for compliance with the Wheat Ridge 8uilding Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINTNAMEt `9^ QrSIGNATURE: C Date: 3~u- DEPARTMENT USE ONLY ZONING COMMENTS'. Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewec BUILDING DEPARTMENT COMMENTS: Reviewer OCCUPANCY: _ FIRE DEPARTMEN7:t 0 approved w/ commenls ❑ disapproved ❑ no review required Bldg ValUation: , F, .,r. . . . . . . > . , . . . . . . . City of Wheat Ridge Commercial Remodel PERMIT - 080111 PE$MTT 1011 ~080111 ISSUED: 02/07/2008 ,7pg ADL1R,~1 $tS.i4401 WADSWORTH BLVD EXPIRES: DSSG'Rt#T'ZONInt. Remodel - addition of 2 medical rooms. '4."*TACTS sv,~ . . . . . owYyeY 947/315-3821 Walgreens gC.,.' 303/762-1925 G. Gressett/D. Lamb 01-9755 The Deer Creek Corp §ub343/432-0175 02-1385 MOUNTAIN STATE ELECTRIC sub::. 10~3/799-0882 Jamea P. Unger 02-1912 Colorado.Plumbing.and Gas Line aub,.:. 403/806-5400 Mike Morris 01-8317 Frontier.Mechanical,,.Zac.«.' 4NHO $Cjgg, CGlTkss . UA USE: UA yN.:i . 0319 . BLOCK/LOT#: 0/ . p~~~~ ~y e* ESTIMATED PROJECT VALUATION: 50,000.00 FEES Pexo43.t FBe: 836.95 limm p],a~i $e~~fi,ew Fee 544.02 Tot9.X Vdluation .00 Uge, 900.00 2,280.97 . Cotul3,titl3To i ATs 4prcv"ed. J3:" ApprQVed w/ attached comments. Subject to field insp. I htLGtiy ~'BXtify that the setback dietancee propoeed hy this permit application are acwrate, and do not violate applieable pi4i6syyck6, xUlee or regulatione oE the City of Nheat Ridge or covenante, eaeementa or restrictione of record; that allmgoyt~ptE and allegations made are accuxate; Chat I have read and agree to abide by all conditione printed on Chie apgl$ClC~L at I ae ume full poneibility £oz compliance with the Wheat Ridge Building Code (I.B.C) and all other ayyS1YC ` *R Ridge0inance r work under thie pexmit. P1 e eubject to field inepection. . 9 L.e.6Centractor/owner date 1. te peYmit was ieeued in accordance with the provieions set forth Sn your application and ie auEject to the lawe of the ~B4tC,6EFtalorado and to the Zoning Re9ulatione and euilding Codes of Wheat 2idge, Colorado or any other applicaDle ~oXiSlrialiCkeoY the City. 2...:YfiiO pCEmiti shall expire 180 days from the iesue date. Requests for an exteneion muet be received prior to expiration 'tLYl;p, An exteneion may be granted at the diecretron of the Building Official. 3. :IY Chi4 peFmit expirea, a new permit may be acquired for a fee of one-half the amount nornially required, provided no p}yyYo'eM h#Ye been oY will be made in the original plane and specificationa and any euepeneion or ahandonment hae not eJ{CegdBd Gce (1) year. If changee have been or if auspension or abandonment exceede one (1) year, full fees shall , pe paid~ftlt a new pexmit. . 4, NO wpY#'QEanymannes ehall be done that will change the natural flow of watex caueing a drainage problem. . 5CbritzaC'ko's~. shall notify the Building Inepector twenty-four (24) houre in advance for all inepec[ione and shall receive yj#iCEext'aipproval on inspection casd before proceeding with eucceseive phaees of the job. 5, 7,$fe 16ptraticeof a perm' or the approval of drawinge and apecificationa shall not be conatrued to be a pesmit for, nor -:dta,gppapYdY of, a v' tion of the provisione of the building codee or any other ozdinance, law, rule or regulation. .`7111 {ilAk1 24vi ject to field inspectiona. , 61t,~naCUY4 Dt,Chi Huilding Offlcial date IMp$Cx'XI*R8QII8ST LINB: (303)334-5933 BUILDING OFFICE: (303)235-2855 REQ'CTB`8tS.NRJSTBE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. NEED: Job valuation _7Contractor Name GC_X__ Contractor License GC Contractor License renewal for Contractor License Contractor Insurance Cert. Site Plan _Fire Dept. Sigi off ____Engineering details SUB&V,,"< SUB GC_ SUB GC SUg GC_ SUB Notification date;NZ,./ -b,v, Uo ~j,_ F""~~q, City of Wheat Ridge Building Division Dare: $ 1iq 7500 W. 291h Ave., Wheat Ridge, CO 80033 ~ Offce: 303-235-2855 * Fax: 303-235-2857 Plan ~ o Inspection Line: 303-234-5933 coaKO O Permit Building Permit Application Property Address: *#W/ 1V*5uANeW ~A~z PropertyOwner(p/easepnnt): (~L6iQg~fS Phone:(8"(7) ~jtS-382I Malling Address: (if different than property address) Address: lVL City, State, Zip: ~cerja4p IL 600!x- Contractor: -DARX_ Contrector License Sub' Gontractors: Electrical City License Company: ~ Use of space (description): Descript(on of work; a ~ Plumbing City License Company (,`0 citis q P~u1ub. ,ao. r14v Exp. Date: Approval: AAiRyt_ "t3a~cAC, ~ 1 Construction I4 (as calculated per 01-93►7 Mechanical City License ~~j,~ Company: Exp. Date: Approv 6 ~ e: S_s~Da'OD ~ _ N lhildiwg-Vef on Data sheet) ~ 11.1rM4Q7C.. Q.dlw$t EL.,'- s~'p~l'n 8'A) I Plan Review (due at time o/submittal): D G 2. V'~JC,^{_ Sq. Ft./L.Ft added: SbO Squares BTU's Gallons Amps OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accu2te, and do not violate applicable ordinances, mles or regulations of the City of Wheat Ridpe or covenants, easements or restrictions of record; lhat all measurements shown, and allegatlons made are accurate; that I have read anA agree conditiom printed on this application and that I assume full responsibility for compliance with the Wheat Ritlg ing Code (I.B.C) a FetG a plicable Wheat Ridge Ordinances, for work under this permit. Plans subjed to feld inapec n. CIRLCEONE:: (OWNER) (CONTRACTOR) a 60 ERBES TATNEof(O NER) NTRATOR) PRINTNAME:6areg:J N't 6-IbUGror;t- SIGNATURE: Date: ZDNINGCOM DEPARTMENT USE ONLY S ZE :46rs Rewewer~( PUBLIC WURKS COMMEM'S: Reviewer . . . . . . . . ~ BUILDINGDEPARTMENTCOMMENT6 . . OCCl1PANCY IRewewer FIRE DEPARTMENT" 0 eppfoV2d W/ Coffl111COb ❑ dlSapproVed ❑..OO feVieW fequlrad • Bldg ValUBtl00: $ - TRANSMISSION llERIFICATION REPORT TIME : 10/24/2007 11:14 NAME : PLANNING FAX : 3032352857 TEL : 3032352846 SER.q : BROE5J265373 DATE,TIME 10/24 11:13 FAX N0./NAME 93032938207 DURATION 00:00:36 PAGE(S) 03 RESULT OK MODE STANDARD ECM ~~Q/y OU w oN ❑ saJl-❑ pw ata ui nnollo; oa IeuieIJp p 6uiaaauiBu3 )(BulPIln9 ❑ Buiuueld S Lc)ZS- :s}usulwoo :se6ed;o # :;aa(qnS :uoisinid :wazl :auoyd :xe;j :uoepeztue6ap I :aweN -7Cl 31HQ ~ h z OF WH~rq~ m City of Wheat Ridge LoRao° Commercial Sign PERMIT - 060098 PERMIT N0: 060098 ISSUED: 03/10/2006 JOBADDRESS: 4401 wadsworth blvd EXPIRES: 03/27/2007 DESCRIPTION: rem. existing pole sign and install new CONTACTS gc 303/295-2090 Mike Nudd 01-8581 Denver Sign Systems, Inc. owner 303/427-0404 Walgreens , PARCEL INFO ZONE CODE: UA . USE: C-1 SUBDIVISION: UA BLOCK/LOT#= 0/ FEE SUMMARY - ESTIMATED PROJECT VALUATION: 15,000.00 FEES Permit Fee ~326.70 Plan Review Fee 212.36 Total Valuation .00 . Use Tax 270•00 TOTAL 809.06 Comments: C-1:. sign must be set back 10 feet to leading edge, limited to 15 feet in height MR: 3/9/06 Okay - must meet 10.mph 3 second wind gusts CR: 3/9/06 THIS PERMIT EXPIRES MARCA 27, 2007. IF WORK IS NOT COMPLETED BY THAT DATE,A SECOND REQUEST FOR AN EXTENSION MUST BE FILED AND 1/2 OF PERMIT FEES MUST BE PAID.. I hereby certify that the se[back distances proposed by this permit applicationare accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Itid9e or covenante, easements or restrictions of record; that all meaeuremente ehown, and allegations made are accurate; that I have read and agree to abide by all conditione printed on this application and that I aseume full zesponeibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other applicable Wheat Rid9e rdinancezk under this permit. Plans aubject to field inepection. Signatuze of contractor/owner date 1. Thie permit was isaued in accordance with the proviaione aet for[h in your application and is subject to the lawa of the State of Colorado and to the Zoning Regulations and Building_COdee of Wheat Aidge, Colorado or any other applicable ordinancea of theCity. 2. Thie permit ehall expire 180 daya from the issue date. Aequests for an extenaion must be received prior to expiration date. An exteneion may be granted at the diecretion of the Building Official. 3. If this pezmit expiree, a new permit may be acquired for a fee of one-halF the amount noxmally required, provided no changes have been or will be made in the original plana and specifications and any euepevsion or abandonment has no[ exceeded one (1) year. If changea have been or if euspeneion or abandonment exceeds one (1) year, full fees ehall be paid fox a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor ehall notify Che Building Inepector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with succeeaive phases of the job. 6. The iseuance of a permit or the approval of drawings and specificatione ehall not be construed to be a permit for, nor an approval of, any vi ation of the pro 'ons of the building codes or any other ordinance, law, rule or re9ulation. All plan review is~j~ct toVkeld sp jrna. Signature of Chi&/bfilding OfficaI ~ da[e INSPHCTION RSQUEST LINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. nF W HE4rAi ~ m City of Wheat Ridge °OLoRpa° Commercial Sign PERMIT - 060098 PERMIT NO: 060098 ISSUED: 03/10/2006 JOB ADDRESS: 4401 wadsworth blvd EXPIRES: 09/10/2007 DESCRIPTION: rem. existing pole sign and install new CONTACTS gc 303/295-2090 Mike Nudd 01-8581 Denver Sign Systems, Inc. owner 303/427-0404 Walgreens PARCEL INFO ZONE CODE: UA USE: G 1 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 15,000.00 FEES Permit Fee 326.70 ' Plan Review Fee 212.36 Total Valuation .00 Use Tax 270.00 mz TOTAL 809.06 Comments: c-1 sign must be set back 10' to leading edge, limited to 15' in height MR 3/9/06 okay must meet 110 mph 3 second wind gusts CR 3/9/06 I hereby certify that the setback distances propoaed by this permi[ applica[ion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of remrd; 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 eidge euilding Code ;I.B.C; and all other applicable Wh2ae Ridge Ordinances, for work under this permit. Plans subject to field inspection. ~V~~,A~ Sianature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subjecC 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 au[horized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees sha11 be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector [wenty-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 sha11 not be construed to be a permit for, nor an apprwal oE, any violation of rovisions of the building codes or any other ordinance, law, rule or regulation. A11 plan review~ect field ins ions. Signature 0 date INSPECTION REQUEST LINE: (303)234-5933 BUZLDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSZNESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. please Note: Qw11lt/oontsew is responsible tor locating propaly qnp od eonstruc[ing improvements according W th0 appmved plan and requirrd development standardL The City is not respoc:;iSle P,r inacwrnte infotmation wbmitted wiehui the pimi ;et and any constructioa errors resukin~ G-,nn inaccu.afe information. 2 LLE CN41N Hp15T ~ 9EE DETAIL . . 3/AS,1 I'-3' ~ 3'-6• i ~ ~u w~ n,~ o o IIIp ~ ~ P tl ~ II T P I II u a u y ~ nrGLe 2 x a x va• g BOX FRAME P.NGLE ] X 1 X 1/4• V7tl SAG ROD 3 4• 9Q, TUBE P03T --I 8• x 8• ALW'IIWM I OECOR4TIVE BO% ~t.NGLE I I/7• v. -1/~• X 3/I6' BOX 'r124ME ~ ~o~L_ I I/7•X I i;?• TOP A59EMBL7 SEE TOP VIEIU - w ~ w Z LL LAMP9 60• TTPIGAL 13' ON GENTER06) REpUIRED BIGN FAGE 4NGLE 1•.:x~c2' x I14• Bpr, F~.• i 91GN I'10NITING A99EM5L7 - ~SEE f:ETAII. il 1 !2A9.5 9` X8• X 1!2• S?L tt1BE COLUMN. METAL GOVER WB X IS TIE BEAI'1 t OOE9TAR' CFIAIN N0191 HOwL f' N''Oh WITN GHAIN GONTAINER AND FIOOK9. REdDER gpARD SIGN FACE ANGLE I-IR• k i-IR' X 3/16' LAMp9 64• LONC (16) REQ. 9EE DETAIL 08 ELEVATION. gF~P4~E I I I MEiAL GOVER 8• k H• k I/7• STEEL NBE COLUYM T/FIXINDATION ~ u ua ~ ELEVATlON III, A95 9CALE I/4' • 1'-0' wiru riFOrt ER9 ~_L 7 EEGT~ON A95 smE i iw- ID FACN TOp IXTR1510N AND GAP ID °,.EE DET41L IO/A9.5 PRII'1ART SIGN PANEL c? ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: ~ oF wncqrR BUILDING INSPECTION LINE - 303-234-5933 Date: A T CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°~~RP°° APPLICATION Proper[y Owner: W W Iu14 ~ 3) V J ~ Property Address: ~'1y O I W~M I(v Phone: Contractor License No.: ,S9' ypS~ conipany: n S~an ~ PhI jd9 ~ ~ 9d U ~L~£a~ S~sNr_7Jh~ OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinc Deat. Valuation Figure: S/SjyW. W I hereby certify thal the setback distances proposed by fhis pemit applicatlon a accurate, and do not violate applicable ordinances, rules or regulations of the Ciry W heat Ridge or covenants, easements or restrictions of record: that all measuremer shown, and allegations made are accurate; that t have read and agree to abide by conditlons printed on ihis application and that I assume full responsibility 1 compliance with the W heal Ridge Building Code (I.B.C) and all ofherapplicable Whe Ridge Ordinances, for work under this permit. Plan subjecl lo feld inspectlon. (OWNER)(CONTRACTOR): SIGNED~DATE ~71~ (OWNER)(GONTRACTOR):PRINTED DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Taac:$ Total:$ Use of Space (description): ~n ~v \ Description of work: r E~U z st4ya ~~~~v ~ Sq. Ft. added ~ BUILDING"TMENT USE ONLY SIC: JG COMMENTS: IL Approval: 07 Zoning: ~ ~ ~ ~ ~ ~JINGCOMMENTS' l+PProval: ~v ,j ll ~ /Mv4 3 .IC WORKS COMMENTS: 1.~) r 3 ApProval: ~ ~ II ~u 2.~n, IG ~ Y ~ 5 G~ ~ J t~t'^~ DEPARTMENT COMMENTS: Approval: n unanr.v 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: _ (7) This pemit was issued in acoordance wifh the provisions set forth in ynur applicatlon and is subject to the laws of the State of Colorado and to the 2oning Regulations and Building Codes ot Wheal Ridge, Colo2do or any other applicable ordinances of ihe Ciry. (2) This pemit shall expire if (A) ihe work authorized is not commenced within sixty (90) days from issue date or (8) ihe buildinq authorized is suspended or abandoned tor a period of 180 days. (3) If this pemit expires, a new pemit may be acquired for a fee oi one-half the amount normally required, provfded no changes have been or will be made in fhe original plans and specifiotions and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No vrork of any manner shall be done Ihat will change ihe natu2l flow of water causing a drainage problem. (5) ConVador shall nodty the Building Inspector twenty-tour (24) houre in advance for all inspections and shall receive wririen approval on inspeciion card before proceeding with successive phases of the job. (6) The issuance of a pemit or the approval of drawings and spedficaGons shall not be consWed W be a pemit for, nor an approval of, anyviolaC f-- provisions of the building codes or any other ordinance, law, rule aregulation. All plan revfew is s o fle4 ions. Building Official FEB.27.2007 1:09PM RICHMOND ORK MERDOWS February 27, 2007 CitY of 1Nheatridge 7500 West 29M Avenue 1Nheauidga, Colorado 80205 Fex 0303-235-2857 Atten#ion: Christy N0.758 P.1i1 We are reyuesting a sign permit extension for Walgreens located at 4401 Wadsworth. Permit #0600098, issued 3-2406, Sincerely, Michael G. Nudd President Dernar Sign Systems, Inc. p0 BOX 16404 penver, Colorado 80216 303-295-2090 Fax #303-2854093 www.dernersions.com H a w = 0 0 ~ 1-- N ~ Z > Q • ~ ~ a d~ Z O ~N , = W ~M > d N .O W M v V ~ O L ~ ~ L d y ~ v ~ 0 U c ~ ~ N N d v Q .C O 3 (S :a ~ ~ 0 ~ G1 N ~ c C ~ w t0 ~.1 aS v m E c a) (D a a~ m L N c o ~ ~ LI) aUi m 04 C N N ' L> M > M 0 d a N c r .D ~ G1 N G ~ a w - ~ O ~ N Z • V > ~ ~ ~ a 0) Ln Z O C.) N = W ?-M > d N •O W Cn M ~ M v v L ~ V L d N ' 1 V ~ m = 0 U N d 9 9 Q 9 O ~ ~ C ~ O V ~ C a w ~ d ~ ~ w R V aD ~ f6 E c d d ~ > N L N C o~ U M N Q~ O a U M C N N ' ~7 M > M I : ad+ R ~ ~ Building Permit CTI'Y OF WHEAT RIDGE 7500 West29TH Avenue Wheatridge, CO 80033 303-235-2855 ClyatWfieal pdpe• . Commercial Plumbing Permit Number 19635 1 /3/2006 rInspecfion Line 303•234-5933 PROPERTY 4401 wadsworth Unit: owtvEx: walgreenscorp (303) 288-8320 Description Tnctall arlf cerve snda PouRt81R Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 cuyotvmeatPodpe t.~ Commercial Plumbing Permit Number 19635 1 /3/2006 Inspection Line 303-234-5933 PROPERTY QQOI WadSWOCth b4VA• Unit: owtvEx: walgreenscorp (303) 288-8320 Description Install self serve soda fountain Use Tax $270 00 ~$326.70 _ Total Fees _ - $596.70 ~ ~ - Name iRoto Root 30 Units: Occupancy: M Walls: Roof: Stories: Sq Feet: 0 COMMUNITY DEVELOPMENT DEPARTMENT Bullding Permit Number: oF WH~r gUILDING INSPECTION LINE - 303-234-5933 Date: ti P'o CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE , WHEAT RIDGE, CO 80033 - (303-235•2855) ~LOftP ~ ~PLICATION ProperryOwner: .';LGREkA.`,S ~ulz~Property Address: y y p/ j,/ADSuo e7 N I3L,Ll'1' Phone: Contactor License No.: . . COmpany' ~ Oz o Phone: ".503 Z k F5 8 3 z a OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT guilding Dept. Valuation Figure: $ U~ I hereby ceNTy thet the setback disWnces proposed by this permit'applicatlon are accurats and do notvlolate applicabie ordinances, rules or regulations of the City of Wheat aind alla atlons made are ccurete~thatl have r ad nd a8 ee to abide 6y a~ll shown, 9 conditions printed on thls appllcatlon and that I assume full responsibility for Comp RidA 1fObin~ g~ WBOrkundeBWldingCode(I g•gubJedtofieldinspeGdcdonWheat (OWNER)(CONTW~CTOR):SIGNED ~ ~ ~ ° DATE 3'O ~s (OWNER)(CONTMCYQR):PRINTEc)~-"~~,L ZVf-~f-it DATE J-3'OC Permit Fee:$ Plan Review Fee:$ Use T : Total:$ Use of Space (descriptfon): S A0-S Description of work: `~S"l~1ll I ~G Stlr St;iz ve: .$('pY1, vo') 6"1 -A 1o Sq.Ft.added v DEYARTMENT USE ONLY SIC: Sq.Ft.: COMMENTS: Approval: Zoning: COMMENTS: Approval: ~ORKS COMMENTS: Approyal: COMMENTS: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbfng License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date; q~proval• Approval: P.pproval: (1) This permitwas issued inaccordance with the provislons setforth in your application and ts subJedto the laws of the State of Colo2do and M the Zoning Regula8ons and Bullding Codes of Wheat Rfdge, Colorado or any other applicable ordlnances of the Ctty. ,(p) Thls permlt shail expire if (A) the work authorized is not commenced withln 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 perznlt may be acquired for a fee of one-half the amountnortnally requlred, provided no changes havebeenorwillbemsdeintheoriglnalplansandspecificatlonsandanysuspensionorabaodonmenthasnotexceededone ('I)-year. If changes hava been or If suspension or abandonment exceeds one (1) year, full fees shall he paid for a new pertnft. (4) No work of any manner shall be done thatwiil change the natu2l flow ofwater causing a dralnage problem. (g) Contractor shall notiTy the Butlding Inspector twenty-four (24) hours In advance for all Inspections and shall recelve writYen approval on inspaction card befora proceeding with successtve phases of the job. (5) The Issuance of a permit or the approval of drawings and spaciflcations shall not be construad to be a permit for, nor an approval of, anyvlolaUon ofthe provtsions of tha 6uilding codes or any other ordinance, law, rule or regulation. AII plan revtew Is subJectto fleld Inspectlons. . ~A ~4•i81[WPNxi'~.~.~ . ' ~ .INECFC.YpI'Y Q~ N " I . ws mJU. . c 3 . ~ ~ , I WA.ttP. I Q I SISL{ 1NL1~ l ~ ~ 15 YcLLPU~ PNM ~ qRAi.imW R A ~ ~ zl A ♦ I q I ~ I ' ' ~ 1 ~ ur~ r AN-P ,remxrosr 9iALLNpf£! \ - : . ~ qAEG~WIN.OG Q owawwLL~ Ra~P n eEE ~ . LLV . E uM[.~~¢ NEAV[wm' T YDAPL PA Q~"'~ I.,: ~1 PA~ . roYwxu.~:t.a~❑ Ew+ °E : ~ ~ 1 ~ d I 1 ~ C~ \ allr- - - ~ 0 r-~ ~ / 1 \ N/TF 01 dN ,A ~cE,~~n.i R ~ + 11YL WApSIJ10R7N - e~ A u.a ~Fk Y cru azax wn~ r-~ /^QM11RCi1cN ' r cax ccec. cer 3 I,~eaCE BrsCK ro rtA i 91LLDh.k1 _ WC£ GFIJM 6Atl lCdY BLOCK J '~~ll BAE BLe Q rRasF+ ENci.o9uRE PeaweLevAr~CN nu w=iw• ~ REPLACE EXfSifNG MANUAL READERBOARD ON EXISTING PYLON SIGN WITH NEW 2-SIDED LEp READERBOARD. PROVIDE NEW DATA CABLE FROM 7HE MULilMEDlA iERM1NAL 70 THE PYLON SIGN, THE OATA CABIE COMPANY WILL SURVEY EACH SITE AND RUN THE DATA CABLE IN AN EXISTING VACANT CONDUIT OR PROVIDE A NEW SAW CUT INS7ALLATION. MINIMIZE SAW CUT ACROSS ASPHALT. CURBING SHOULD BE CUT AT AN EXISTING SEAM. SIDEWALK SHOULD BE CUT AT AN EXISTING CONTROL JOINT. IN LANOSCAPED AREAS, DATA CABLE TO BE RUN THROUGH PVC PIPE IN A 12" DEEP TRENCH. BACKF(Ll SAW CUTS AND TRENCHES AND RESTORE ALL AAVING AND LANDSCAPED AREAS WHICH HAVE BEEN DISTURBED.NEW LED READERBOARDS SHALL OPERA7E CONTINUOUSLY AND MUST BE FED FROM UNINTERRUPTED CIRCUIT(S). CONTRACTOR TO REFER TO ELECTftlCAL FLOW CHART. UTILIZE EXISTING CIRCUIT(5) AVAILAQLE AT THE PYLON SIGN. IF ADDITIONAL CIRCUIT IS REQUIRED, CONTRACTOR SHALL LOCATE AND U1ILIZE AVAILABLE SPARE CIRCUiT IN TNE PANELBOARD. ALL THE CIRCUITS FEEDING LED READERBOARD MUST ORIGINATE AT THE SAME PANEI.. SEE SHT. A5.1 FOR DETAILS, 94-HnuR nPFRATION C)F 1 FT) RFA(1FRRCtARl1 I$ NOT PFRMITTFf1 . FACILITIES PLANNING, DESIGN, 8 ENGINEERING 106 WILMOT ROAD DEERFIELD. IL 60015-5105 PROJECTNPE DMWINGSISPECIFICATiONSBY: 0 WALOREENS ❑ IANOLORO'3 CONSULTAM -ALL fqNSTRUCTION WOpK, UNLESS NOTED OiNERWISE, BY: SWALGREENS WNZttACTOft ❑ tANOLoao•s coNraqcloa (ruwuNEY coNSmucnoN) STORE BUILDING NEW........... ❑ REMODELING.... , n NEW. PEIpCATION.. MBTING........ E OlMEPS. . ....t NEW SNELLONLY... ❑ 3 1 091&08 BHI LED REIROFlT 2 ~ Oa08~J0 ~ PEFMITICONST 1 ~ ONSYw I I 10JY.PFICING NO. ~ OAIE 6Y OESG2IPTON ~ REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIfY t1NT iWS PIANPNO SPECIFICATION WA& PREPAPED BY MEOR UNOEN MV OIRECt 9UPERVISION ANp TNAT IAM ADULYqEGISTERED ARCNITECTORPNGWEER uHOea 1xe uws orTHE STAIEOFCALORACOAS SIONIFl[b BY MY WJJO PND :F„ STORE Nl1MBER 04366 PR0.IECTNAME WALGREENS STORE aaaT waoswoRrH atvo W HEAT RIDGE, CO onawNc TrtLE SITE PLAN CAOD PLOT: ISCALE: AS f~pTED'pR11Y~ryG NO. + F013Bfl501ptOWG ~ ~ ~CqNSr /4\ EQ. EQ. 12'-11" Q~ N V, .0 OOpE M 24 C;IONJf°3S ~ W ~ _ 4~'1 DG°3~MC~°S~G~G3NJ pC~QG°~MMQ(~17 "OPEN 24 HOURS": 6Yz"H. X 8' S"W. AND °DRIVE THRU PHARMACY": 6YZ°H. X ti'-3"W. 7YPE-A N NELVETICA MEDILIM COPY. C FACE DETAIL ! /lr 10'-11" I AL~.8t A.=-.$i EXISTING FOUNDATION TO REMAIN. 2 C ELEVATION ,iz„=,,.o„ ,4'-4 OpC~[~ ~4 aOMG°3~ ~ DG°~OMI~°~C~U3NJ paQG3N~JQC~~7 S1'~3 42" Z~ REMOVE EXISTING ID CABINET AND \ MANUAL READERBOARD. ~ SHOR7EN EXIS7ING STRUCTURE AND REPAIR AS NEEDED. \ PROVIDE NEW ID CABINET AND ) LED READERBOARD AS SHOWN. O +l ) ~ i ; v 4A SIGN SPECIFICATIONS LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING SIGNAGE TO 100 SQ.FT. AND A MAXIMUM SIGN HEIGHT OF 15' - 0". WALGREENS' PRIMARY PANEL SIGN FACES FABRICATED FROM 3M PANAFLEX, WITH #830-53 "CARDINAL RED" BACKGROUND #830-36 "BLUE" MORTAR AND PESTLE; WHITE STARS AND COPY. LED READERBOARD PANEL E 3'-8" X 10'-11°: TWO SINGLE-FACED DISPLAYS WITH RED LED PIXELS. THE 3'-8" CABINET HEIGHT ALLOWS THREE TO SIX LINES OF COPY. HIGH RESOLUTION (APPROXIMATELY J1) WITH SHADING. °DRIVE-THRU PHARMACY" HELVETICA MEDIUM COPY: 67'2" CAPITAL LETTER HEIGHT AND 11'-3" OVERALL COPY LENGTH. DARK BRONZE FINISH ALUMINUM CABINETS FROM .063" THICK S70CK. INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN FABRICATION. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS' COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. PROVIDE ADDITIONAL, WEATHER-RESISTANT JUNCTION BOX FOR DATA CABLE CONNECTION. LOCATE AT LEAST 3' ABOVE GRADE OR AS HIGN AS POSSIBLE. THE MORTAR AND PESTLE SYMBOL: 1'-5" OVERALL " SYMBOL HEIGHT AND 1'-3)4 OVERALL SYMBOL WIDTH. "WALGREENS" EXTENDED SCRIPT COPY: 15h" CAPITAL AND 11" LOWER CASE LETTER HEIGHTS; 22" OVERALL COPY HEIGHT AND 12'-11" OVERALL LENGTH. "OPEN 24 HOURS" HELVETICA MEDIUM COPY: 6Yz" CAPITAL LETTER HEIGHT AND 8'-5" OVERALL COPY LENGTH. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO INSTALL THE SIGN. SIGN CONTRACTOR SHALL FURNISH (2) TWO SETS OF SHOP DRAWWGS FOR APPROVAL TO THIS OFFICE BEFORE FABRICATION. ALL SIGNS TO BE FABRICATED ACCORDING 70 THE UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. ZQJccegx¢."v& FACILITIES PLANNMG, DESIGN, & ENGINEERING 108 W ILMOT ROAO DEERFIELD,IL900t&5105 PROJECTTYPE ORAYANf33/3PEGIFIGATION9 9Y: N WALGPEENS D tANDLORD'S CANSULTPNT ALLfANSTRUCIION l5V RK, UNLESS NOTEOOTMERWISE, BY: N WALGREEYS`CIJNIMCTOR p uHOLor+os corurancroa Ruwu~mrumucnont STORE I BUIIDING NEW........... ❑ NEW fVEMODELING...... CJ EXISTNG. , . N RELOCATION...... 0 NEWSHELLONLY...❑ 01HER5... .....0 4 3 z NO. ovmroe I I eH I Leo aemonr 0.1H59B WMI AODI4HRSIGNAGE 081~ PERMITIfANST OBI2LH0 140%PRICING on*e sv oescaiPnau REVISIONS CERTIF ICATION AND SEAL IHFpEBYCERIIFl'i1NTTM3 avJU auo sveciFicnnau Wp5 PpEPpPEO BY MEOR UNDfR MY OIPEGT SIIPQIYISION FNO TNAT I PM A OU.Y PEGISTE0.FD MCHRECT ORENGINEER UNDER THE IAWS OFTIE 9TAiE0FCOLOMD0A9 SIGNIFlEDBYMYHPNDPND sm STORE NUMBER 0.1366 PROJECTNAME WALGREENS STORE 4401 WADSWORTHBLVD WHEAT RIDGE, CO oR,WNO,I,LE PREESTANDING SIGNAGE :onsi H C 7> m Z O C ~ LL1 N~r. ~ > C ~ N ~ O , Q C ~ N W N i ~ ~=o Z y C") a~ W r- uO ° W o v O aN~ O J ~ aNo 7 m 0 M M Z W ~ N Z ~ M 0 ~ ° H P: z V W M ~ a ~ cn O Z U v =y C oj ~ ~ ~ v ~ . ~ Q. a`) ~ a E o z i:n aCn Q ` c a _ N a L a ~ O ~ ~ 2 CL Q ~ a ~ ~ ~ c O U (D n cn .c O a> a m m > m ~ C 0 O Z ❑ O Z N ~ ~ ~ ~ Q m c 0 U N d N C N ~ O U d a ~ ~ ~ 0 M r.~. N ❑ CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 080111 Issued: 05/02/08 Stipulations: Medical Exam Room remodel. This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4401 WADSWORTH BLVD Parcel Number: 39-232-08-046 Owner: Walgreens 106 Wilmot Rd. Deerfield, IL 60015 Contractor: G. Gressett/D. Lamb The Deer Creek Corp Suite N Golden, CO 80401 For the Following Purpose: Commercial Remodel Code Editions NO change shall be made in the USE of r/ 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion 1997 UBC/2002 NEC from the City of Wheat Ridge. _ *rinkler ~tem g Inspector ' Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES ° . ~ ~ E] m ~ ~ ~ cn z o ~ CD m „ C O ::3 v O N zr (D ~ ~ o O °f ~ - n m o ~I 73 N -o ~ 3 0 ~ O 0 o m ~ N r~ m o m • • ~ m {z `o ~ y - =1 fA m m p a ~ y ~ m ~ o + D ~ w w Z ~ a in ~ w w ~ I h1 n ~ ~ C- 0 c D a a N ~ m z o y m n ~ m -1 Z Z ~ O s ~ m ~ w ~qW 3 < O ~ y T :w m x wa~~ ~o o ~ ~ ~;=m d th x 0 m m ~ ~ 7 ~ ~ m 0 0 ~ ~ m ~ N ~ m a O 7 ~ ~ C N a ~ (D U) Z O ❑ Z 0 O 7 m v < N Sll Q CD O ~N ~ m ~ 0 ~ ~ 3 N 6 a ID ~ ~ ~ C- 0 c D G a ~ m N N ~ - ry N ~ -0 M 2 O C 7 m ~ \ ~tl ~ c y n Z 0 cn ' ~ a m c n z ~I o O ~ p Z N W M WG Z ~ „p `C 0 ~ 'r n ~ m w -p -i w~m 0 ° y n w . RI Na -o w (D 7 a OD ~ ~ . ~ 14 R1 ~n ~ O Z x m = -I FIRE PROTECTION INC. 4981 E. 39tt1 Avern,e • Oemer. CO 80207 (303) 399- 1366 • Fax (303) 321-5084 Cc~~FtACTOA'S MATERIAL & TEST CERTIFIC)C, ABOVEGROUND PIPING DATE ' FPI CONTRACT NO. PROC Upon EDURE completion of work, inspection and tests shall be made by the contractor s representaNve and witnessed by an owner's representative. All defeets shall be cortected and system lett in service belore coniractor s personnel flnaiy leave the job. A certificate shall be filled out and signed by both representatives. Copies shall De prepared for epproving aullwri8es, owners and conhactor. k is understood the ownei s representative's signffiure in no way prejudices atry Gaim against eonhacta for fautty material, poor wakmanship, or failure to compy wiM apprrning authoriry's requirements or locel ordinances. PROPERT' NM1E 2n PLANS EWIPMEMUSEDISAVPROVED ' ffiYES ❑NO IF NO, EXPLAIN DEVIATIONS pFCpNTROL VAWES ANDCARE /JJOMAMTENANCE OF AfIS NEW EOUIPMEM IFNO.E%PVUN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFf ON THE PREMISES: QI YES ❑ NO 1. SYSTEM COMPONENTS INSTRUCTIONS 9) YES ❑ NO 2. CARE AND MAINTENANCE INSTRUCTIONS jo YES [I NO 3. NFPA 13A 93 YES ❑ NO LocAnoN SUPPLIESBLDCS. OFSYSTEM ' MAKE MODEL YEAROF ORIFICE pUANTITY TEMPERATURE MANUFACTUHE SIZE HATING _ J $ o SPRINKLEPS OR O SPRAYNOZZLES PIPECp1FOi1MSTOTJ~~R \3 StANDARD YE5 ❑NO ~YE5 ❑NO ITINGSCONFORMTO NG l 3 STANDARD PIOE AND . Ff FrrnNGg IFNO.E%PUIN AlAqypEylCE MAXIMUMTIMETOOPERATET/ROlX3MTE5TPIPE AURM VALVE T.PE MAKE MODEI MIN. SEC. OR FLow S ST E 5= F cJ S xracAron _ ' L d _ht DRV VQVE O.O.D. MAKE MOOEL SEFIALNO. MAKE MODEI SENIAl.NO. TMETOTPoP WATER I11N TRIPPdNT TM1EW~iER RE~p1ED ~lA~ OPEM7ED TMFUTEST CONNEC710N• VRESSURE PRESSU1iE /JRPRESSUIIE tESTOURfT PFOPERLV ORY%VE MIN. SEC. V51 VSI F& MIN. SEG. YES NO ovenAnnc TEST w~ O.O.D. W1011, ~ n O.O.D. _ 1 I FNO.EJtPUm SHEET10F2 MEASUREDFROM f..~ray'qy[ ~R/J CONNECTION IS r ~ I~ G~ capies M dl . Ye6ow oopy to Gu9omer upon tkrol payment. r~ p PNEUMATIC ❑ ELECTRIC ❑ M'OMULK: PIPWGSUPERVISED 0 YES 0 qp OETECTINGMEDIASUPERVISED a YES ❑ MO DOESVALVEOPERATEFROMTMEMANUALTHiPAND/ONREMOTECONTPOISTATIONS C] YES 0 NO ISIHEREANhCCESSIBLEFAGILITYINEAGMpRGUItFOHTESTING IFNO.E%PLAIN DELUGEa PRE1CT10N ❑ YES [3 NO ' VALVES I DpESFiACHCIRGUITOPERATE SUPERVISIONLOSSAURM OOESEACNCIRCUrt OPERATE VALVE RELEASE MA%IMUMTIMEtO OPERATERELEASE ' MAKE yppEL YES NO YES NO MIN. SEC. ri ~ drostatic lests shall be made at rwt less than 200 psi (13.6 bars) tor two hours or 50 psi (3.4 bars) above static MYDROSTATIC: M y pressure in excess ot 150 psi (10.2 bars) tw N+o hours. Dilferential dry-pipe valve clappers shall be lefl open durirg test to prevent damage. All aboveground piping leakage shall De stopped. FWSHING: Flow tbe reQuved rate untd water is clear as indicated by no colleclion of foreign material in budap bags at outlets such as 7E5T drentsandblow-ofis.Flushattlowsrwtlessthan400GPM(1514LJmin)for4-inchpipe,600GPM(2277L/min)for5-mchpipe, h VT10N y 750GPM(2839Umin)for6-inchpipe,1000GPM(3785Umin)tor8-inthpipe,1500GPM(5678Umin)for10-inchpipeand2000GPM DESCq1 (7570 Umin) for 12-inch pipe. When supply canrwt produce stipulated flow rates, obtain maximum available. PNEUMATIC: Establish 40 ps (2J bars) air plessure and measure drop which shali not exceed 1-1/z psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure au pressure drop which shall not exceeA 1!h psi (0. i bars) in 24 hour5. e~~/~ ALLPIPINGHYDROSTATIChLLYTESTEDATASY]~LVSI FOR__2_HHS. IFNO,STATEHEASON YES ~ MO ❑ ORVPIPINGPNEUMATIGALlVTESTED ( ~ EOUiPMENTOPERATESPROPERLY ~y YES ❑ NO ' READING OF GAGE LOCATED NEAR WATER SUPPLV TEST CONNECTION- RESIDUAL PflESSURE WRH VALVE M TEST CANNECTION OPEN WIDE DRAIN '15 P5i PSI TEST P SSUPE' TESTS . STATIC RE UndxyrounA malns wnA NW In conrrctlonato syoNm rissrs MueMd belonconmclbn mW" to prlMCNr pipiop. VERIFlEDBVCOPY OFTMEUNDG.FORM ❑ YES C) NO OTHER EXPIAM! FLUSNEO BV MSTALLER OF UNDER GRWNDSPRINI(LERPIPING ❑ YES O NO BLANKTESTING NUMBERUSEO IOCATIONS NUMBERREMOVED GASKEfS WELOEDPIPING V_VE$ ❑ NO If YES DpYOUCEFTIFYA5THE5PRINKLERCONTHACTORTHATWELDMGPROCEOURESCOMPIY WITHTMEREOUIREMENTSOFATlEA5tAW5Dt091EVELAR~ - YES ❑ NO DO YOU CERTIFV TMAT THE WELDING WAS VERFORMED BV WELDERS OUNLIFlED IN WELDING COMPLIANLEWITHTHEREOUIREMENTSOFATLEASTAWSD10.91EVEUR3 At YES ❑ NO DOVOU CERTIFYTMAT WELOING WASGARRIEDOUT INGOMPLIMIGE WITHA DOCUMENTEDOUALITYGOMTROLOqOCEDUREiOINSURETHATALLDISCSARE RETRIE VED. THAT OPENINGS IN PIPMG ARE SMOOTH. THAT SUG RND OTMER WELDING HESIDUE ARE REMOVED. AND THAT THE INTFRNAL DIAMETERS OF PIPINGAFENOTPENETRATED ;&VE$ ❑ NO CUTOUTS DD YOU CEfiTIFY TttAT VOII MAVE A CANTHOI FEATURE TO ENSURE TMAT ALL g YES ❑ NO (DISCS) CUTOUTS (DISGS) ARE RETRIEVED? MYDRAULIC NAMEPLATEPROVIDEO ~FNO,E%PUIN OATl1 NAMEPLATE ves ❑ wo DRTELEFTIN$ERVICE WITHALICONTROIVQVE50VEN. ARKS REM NAMEOFSPRINNLERCONTRRGTOB Fire Pmtection Inc. resrswm/ESSeosr SIGNATURES FORPROPERTY OWNER (SIGNED TRtE DATE - 9 FORSPRINKLER MCTOH(SIGN ~ TITLE DATE 7-a- ADDITIONAL PlA AND T SIIEEi 2 OF 2 . AA coples to dllra. Vebw copY to Customer upon Brei paymeM. PERMIT TRACKING FORM Aoozess DATE SUBMITTED PERMI7 NUMBEKIYPE OF PERMIT C~C~C1~Sc•\~\O`C CONTKP,GTOR C-A CPMCJU~ CC~NSTR . PHONE OWNER PHONE NPE OF REQUEST; AQi - qy " REQUIRED CONDITIONS MET PRIOR TO PERMI7 APPLICATION ? YES ' NO N/A CONDITIONS OF DATEIN DA7E OUT ~ BUILDING DEPARTMENT lb-dlo-r4k ~ 1 ENGINEERING DEPARTMENT C) Il -qp lQ~4Sl :~n '01Q ~ PLANNINGDEPARTMENT 13}~~5 th \C7) -\-7~ -QL \h-~-~S~ SCC~ ~ PIREDEPARTMENT\'~V„R . l~l'3_N ~>y ~~tii~RCTGR A -1~-Q lQ7'~ ~i4'= ❑ CIIY ARBORI57 O POLICE DEPARTMENT ~ SEWER DISTRICT -C~L )ar WATER DISTRICT . \L~ \y ~ ~~Ci _ _ \C 1U GCc, ~ iIMWr ~ U z ~ aF--~ i~ U U O W 0 E ~ r~~ 1"~'~ F~ 9 W U i m 0 W ~ c~ cmg < < `o W t o = m U 3~m 3 m LL. 9 0 ¢ c~ 3 IL J 0 3 m q s~s m~r m3m 5 E0 a o m 0 V 3 ~qb 09~ am y ; n pa m o oai °mv 0 hnC ~ U w m 000 a, o ''v r c a m c pm o a m°mm C ~ o m a N C `m C t0 r q U m O ~ ~~QL ~ E c ~ ~ - Cv ° E c d m o a ~aN ~ ~ m m U ,t„ > O 0 m°Va m ~ p~ T E i ~ D d ~ mamm m c m U =~m m va rm¢¢ m M r r U - A A ~ m t L H n33 N W ~ O 0 a Q 0 U Q ¢ H Z 0 ¢ W Z 0 N Z w 0 Q ~ G 2 Q U W ~ N p~ O O CaA Q W a ~ W y a cc 7 a ~ Z O J J O LL W S H 2 0 m m c ~ 0 C 0 n O t 3 m c a v ~ a' m N L L3 O T rmn U o m m ~ ~ E a o 0 T 9 V m E `m m a a ~ 00 L ~ O 0 m a W U t- U :E Z U `o m O 6 ~ ~ C y ~ E a a ~ a T m pp tp ~ U N li ! E LL R 3 tl3B1711N LNtl3d Date: $-13-99 A Certificate of Occupancy or Completion has been requested for: ADDRESS: 4401 Wadsworth Blvd. Purpose of Structure: New retail building - lJalgreens Building Department Approval Remarks: Zoning Approval: Remarks: Public Works Approval: Remarks: Fire Marshall Approv~ (If Applicable) Remazks: Sanitation District Apl (If Applicable) Remarks: Water District F (If Appli, Remazks: ~ lJ CI SPRINKLER SYSTEM PRESSURE TEST b FIRE MAIN PRESSiJRE TEST L7 HOOD 6 DUCT SUPPRESSION SYSTEM TEST P~ FIRE ALARM SYSTEM ACCEPTANCE TEST [J OTHER LOCATION: (,G(GE~A7S ~~0( ~.l)14~SGVd2~ DATE: cS'' -o?-qg REQUESTED BY : ~ 'c'l„~ (,t CONDUCTED BY: ~a.A~ J4lXyL-}S SYSTEM PASSED Xf FAILED LI COMPENTS: pa.rsa llst~- i9,4at/.cLY /!V UV7Jl GG - E--3' 45' -,AA~ SIGNED: ~-3-~9 ire Bituminous Mixture Test Results 10625 W. 1-70 Frontage Road North #3 Whea[ridge, Colorado 80033 Telephane No.. (303) 423-3300 Fax No.: (303) 4233353 Client Name: Reliance Development Company, LLP Address: 1000 Rand Tower Project No.: 25991303 Date of Report: 24-Jun-99 527 Marquette Avenue South Mix Source: Minneapolils, Minnesota 55402-1301 PIanUPit: Report# 1303-33 Project Name: Walgreens Retail Store, #4366 Mix Type: Location: 44th Avenue 8 Wadsworth Boulevard Sampied By: J. Andrews Date: 24-Jun-99 Wheatridge, Colorado Truck/Ticket No.: ~ Time: Reviewed B~' i~~~ Test Procedures: AASHTO T 164, Quantitative EMraction of Bitumen from Bituminous Paving Mixtures, Method B X AASHTO TP 53, Asphalt Content of Hot Mix Asphalt (HMA) by Ignition Method, Test Method A The test procedure used to develop the da[a in this report is in general accordance with procedures acrep[ed by multiple 9ovemmental aqencies, but is not currently an ASTM or AASHTO standard. We are using the procedure in place of standartl ASTM or AASHTO pmcedures in [he interest of improved health and safery of our employees and the reduced impact on our environment. Please contact our office if you have any questions. Ignition Method Report Information: 0.0 Calibration factor No Temp. compensation factor used NP Test temp, C 0.0 Moisture content, % NP Sample Mass, gm No AC content based upon external scale CaneeTed Biturrdnous C NP AFcS#1T0 T 18r Specification' lirnit gfeve Aln2lyais of ' ontent, ga 4.3 Egnition Mettitid s: ' 5.1 + t-,3 NR X" Igniied INinBtak HSg. ~ ExtracTed itgg 4"otd &el2 Cornbined Sieve Accumulative Specification Size % Passing Job Mix Master Band Min. Max. Min. Max. 1-1/2" 100 1" 100 3/4" 100 1 /2" 99 3/8" 90 1/4" #4 63 #8 53 #10 #16 42 #30 31 #40 #50 20 #80 #100 11 #200 6.3 Comments: Physical P'raperties of 8ihuninaus.M Hft6HT0 T 245 or AA5HTQ T 246 a 5t or RASHTO TP 4 100.00 Avg. dia. a ixtures. ~ BIaWS p9r Sida nci T 247 96 N(design)gyratipns fmold, mm + Aueege_ hf; mrn: t-T Property AASHTO Standard Results: Avg. of 3 Specimens Specifi- cation Bulk Speciflc Gravity T 166 2.404 Bulk Densiry (pcf) T 166 1497 Theoretical Max. Specifc Gravity T 209 Theoretical Density (pcf) T 209 Air Voids T 269 Voids Filled AI SP-2 Voids Min. Aggregate T 269 Stability (pounds) T 245 4580 Flaw (1/100 inch) T 245 8 Temperature of mix sampled (F) Ambient Temp. @ sampling (F) Hveem Stability T 246 Lottman Test: T 283 Conditioned/Dry Strength, psi Tensile Strength Ratio (TSR). % Fine Aggregate Angularity, % T 304 1303-33 aaiLY REPoRr ~.1 _ crent Name 4 N4 ot and Address: Reliance Development Company, LLP 1000 Rand Tower 3 527 Mar uette Avenue, South ao •0~5~~ Minnea olis, MN 55402 i~ es Project Name C$~ and Location: Walgreens - 44`h Avenue 44th Avenue and Wadsworth Boulevard Pro ect Number.: 25991303 Date: 6-8-99 Technician: D. Brubaker Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPOPrr: Brannan Sand and Gravel scarified and applied moisture and a compactive effort to the parking lot subgrade south of the building. Areas that failed the moisture/density tests due to low moisture contents the previous day failed again due to low moisture content. A proofroll with a fully loaded dump truck was observed in these areas. Terracon observed that there was no pumping or displacement under the weight of the truck. These observations indicated conformance. The rubber tire roller broke down upon our second visit and was still broke down on the third visit Therefore, no more densities were taken. SERVICES PERFORMED AND WHERE: Performed 3 moisture/density tests, 5 asphalt concrete density tests and obtained 1 asphalt concrete mixture. CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount Contractors UNUSUAL SITE CONDITIONS: N/A lr6rracon L:\CMT\99 PR0JECTS\991303\Dai1yrpi\6-8-99.doc ~ i . N N N M M = z - 20 00 0 o ^ y iO t M m c ~>i U O(O N ~ O(O N ~ O t0 N ~ O O ~ 0 LL ~o_ u ~ C ° m ~ O O. j O p 0 N N N N V ~ 00 r ~ O p e m~ ~ ~ YY A d N C ~ ~ ~ ~ ~ m 01 m N y 1 K Z ~ U m ~j u~ = y Y m E o 0 0 Cc 00 ° a ~ o 0 0 ~ fO ~ II] ~ J Z U p O rm c o - V ~ O O O ~ 'c d ~T a E ~ m ~ z E U p c a 3 r L V O~ Z o m a) 3 - rn ~ v U) ao a o a > ~ a~ m ui ` ~ ~ F- ii w a v ~ cq N N N ~ 0 U y C~ ~ J W ui (n C6 ~ y ~ Q) d t ~ ° ~ a y Z Z Z a) T 7 ~ Q m E L ~ r = o y V ° U) d) o ; o, ~ C ~ ai N o c ~ m m a~ ~O ~ N 3 v N ' m n n ~ ~ p E v i ¢ ~ ~ o - ¢ z ~ c m O m o ~ ~ m 0 3 Q~ y I"' m ~ N N = N ~ ~ N d ~ E L1' N ~ =o c ~ o d o c o O~ ~ - c 0 c 0 m = y m N ? o ~ c ' L Y z a~i d N ~ ~ tC 0 ~ ° u~i ~ ~ v a c 16 ~ c0 E ti ~ C ~ ~ P? rn rn rn rn rn m ~ E N 7 V~ Z ~ ~ ° m ~n m ~ m co Z y y O ~ ~ Q U • N 'O p U y Z ~ d d U Q d J 0 F - LI . Ll ~ a m a Ul r_ IilErracon Summary of Field Density Test Results on Asphaltic Concrete ASTM D2950 10625 W. I-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Reliance Development Company, LLP Project Number: 25991303 Date: 6/8l99 Address: 1000 Rand Tower, 527 Marquette Ave., South Minneapolis, MN 55402 Test method for Attn: Mr. Michael Fraser Laboratory Density: ASTM D2950 Project Name: Walgreens - 44th Avenue Mix Type: 3/4" C!E Location: 44th Avenue and Wadsworth Boulevard Field Technician: D. Brubaker Batch Plant: 38th Avenue Gauge ID: 871 Mode: BS Paving Contr.: Brannan Sand and Gravel Reviewed by: Test No. Date Location Course Design Thickness. inches Field Densiry, pcf Lab Density, pcf % Lab Densiy % Required 1 6/8199 14' east and 35' south of the northeast comer of the building Bottom 4.0 155.4 152.1 100+ 95 2 618199 SO' south and 16' east of the northeast comer of the building Bottom 4.0 149.9 152.1 99 95 3 618199 120' south and 75' east of the northeast comer of the building Bottom 4.0 148.5 152.1 98 95 4 618/99 42' south and 50' east of the northeast corner of the building Bottom 4.0 148.9 152.1 98 95 5 6/8199 55' east and 8' south of the northeast corner of the buiiding Bottom 4.0 1492 152.1 98 95 Page 1 ATNA' Y+L~,+ !sMj'kt t"C ai`v~ ~e`y MA f ~P ~ ~ Tw~.i ~e rk?k. ~'h,<Aa.rc. Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Project Name and Location: Walgreens - 44W' Avenue 44'" Avenwe and Wadsworth Boulevard Project Number.: 25991303 Date: 6-7-99 Technician: L. Belvo Reviewed by: ` WORK IN PROGRESS AND/OR COMPLETED SINCE LAST RE RT: Thoutt Brothers placed concrete for the sidewalk on the west side of the building. Terracon performed moisture/density tests on the roadway subgrade. Test results indicated that the compaction was in conformance, but the moisture was low. Terracon informed Norman Bolejack with Catamount that the concrete being placed was over 90 minutes in age. SERVICES PERFORMED AND WHERE: Performed 12 moisture/density tests, one concrete slump and air content test, concrete and ambient air temperature measurements and cast 1 set of 4 concrete cylinders. CONFORMANCE WITH PROJECT REQUIREMENTS: Test resuits were in conformance with the exception of the moisture/density test nos. 1 through 7, 9, 11 and 12. The slump for concrete sample no. 1303-29 was also not in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: V~ Norman Bolejack with Catamount ~ ~ 4YR0 ~ ~ 199 UNUSUAL SITE CONDITIONS: P 1~ ry's N/A ~ $W lrprracon \\25-SERVER11publiclCMll99 PROJECTS\991303\Dailyrpl\6-7-99.doc y ~N = N N N N N N N N N N N N N N N N N N N N N N t+s ~ N ~ C O O O O O O O O O O O Z 9 O O O O O O O O O O O o'f tD m c 0 a 6 N ~ t0 0 6 q 6 N ~ t0 ~ t0 N~'- ~ c0 N ~ O p ~ CJ s LL u c m ~ co ~ N co rn m q `l U~ N ~ LL ~ M Q m ° ~ U m 1~ f- 6 OD N CO ° U N ~ 00 ~ A _ y v 0 o ~ Un u) u) u~ vO Ln v) ~n Ln Un co rn rn rn rn rn rn rn rn rn rn rn ~ M O N ` n' ~ U 0 3 m O O o o p o o I~ p ~ 0 j e c0 u~ (a c ( O a~ O~ O) o O o 0 0 o rn N m ^ v c o - . o 0 0 0 0 0 0 0 0 0 0 ~ ~ v v v v v ~ v ^ v v ~ c- lD (D 0 O E V o Z o L L ~ F - 3 - ~ m t~ v ~ m u? cl~ r~ ao rn U m r N O ~ ~ ~ ~ th V ~ O M N p .p m.; . - 0 N N N ~ d ~ F- LL (7 K v v rn m ~ m co r- o m ~ 6 N N N N N N N P N N N ~ U + N+ rn 0 ' U' C7 C~ C~ U' C~ C~ C7 C7 C~ C~ _ ~ ~ _ m J W fn ln </J ln f/J (n ln (n </J ln (/J ~ N a ~ Q ¢ 4 Q Q Q Q ¢ ¢ ¢ ¢ y LEs z z z Z Z 'z z Z z z z ~ a A - E o 0 0 o c ' J m ~ m y rn ~ y m rn r rn rn rn m rn rn D Q N ~ ~ > >M d , o a o a o a ~ ~o : o ~ co o co E N Q > o o ° i c ' i ' . a ' p, -O ~ > Q Z w 'O 2 ` w a m y ~ N o d n ~ N ~ a: o ~ w m ` c ~ O 3 v C ~ c`Oi o o N`o 0 `o m 0 m 3 o m m o m ~a ~ N > o ~ ~ ~ N ? Vl ~ C Q c ~ c ~ C - ~ C C7 V ~ C ln N 0 u' c Q O c c O a ~ c o °c ~ o o c$ o y~ ~ Cq p d - c i ~ ~ R ~p a m c m c c ~ c Q C ~ l9 _ f0 d > ~1 ~ N tO ~ tyO L O .L.. pNj O ~ A O O L y O N ~ ° 1O 3 ° 0 ° p a i ? ~ n ~ ~ n ~ ~ ' ` O N V in o rc) o 0 0 0 o o a o O ~ ln V d ~ fn (O fn ~ N f7 U CJ C cr: M N w 0~ C ~ S ~ ~ ~ UI E m O~ ~ ~ O) QJ O~ T O~ Ql Q~ E ca o ~ ~ ~ ~ ~ ~ ~ e ~ Q f0 z z tA U G ~ ~ f0 j FC-4 (`0 V tn (O I- W U Q d J L r d m m 1 Project Name and Location: Walgreens - 44'h Avenue 4416 Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 6-4-99 Technician: S. Williams Reviewed bY:..~i.~~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REP'ORT: Terracon arrived on site to perform asphalt coring on the parking lot west of the Walgreens Building. ,VID SERVICES PERFORMED AND WHERE: 44R0V Q~ 3 asphalUconcrete coring A ~ g 1999 CONFORMANCE WITH PROJECT REQUIREMENTS: Q$O~C°~es Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon ' C:\Terrecon\CMT\99 Projecls\991303\Dailyrpt\6-4-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44`h Avenue 44'h Avenue and Wadsworth Bouievard Pro'ect Number.: 25991303 Date: 6-9-99 Technician: D. Brubaker Reviewed by: ~ Brannan Sand and Gravel placed asphalt for the middle lift (3/4" asphalt) and the top lift (1/2" asphalt) of the parking lot. SERVICES PERFORMED AND WHERE: 35 asphalt concrete density tests; 1 asphalt concrete mixture CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount Contractors UNUSUAL SITE CONDITIONS: N/A _lrerracon ~ C:\Terracon\CMT\99 ProjectsU97303\Dailyrpt\8-9-99.doc 1 r------- I ItmaI uvLU1 1 Summary of Field Density Test Results on Asphaltic Concrete ASTM D2950 10625 W. I-70 Frontage Road North, Suite 3 Wheat Ridge,Colorado 80033 Phone: (303) 423-3300/Fax: (303) 423-3353 Client Name: Reliance Development Company, LLP Project Number: 25991303 Date: 6/9199 Address: 1000 Rand Tower, 527 Marquette Ave., South Minneapolis, MN 55402 Test method for Attn: Mr. Michael Fraser Laboratory Density: ASTM D2950 Project Name: Waigreens - 44th Avenue Mix Type: 3l4" C/E mix Location: 44th Avenue and Wadsworth Boulevard Field Technician: D. Brubaker Batch Piant: 38th Avenue Gauge ID: 871 Mode: 8" Paving Contr.: Brannan Sand and Gravel Reviewed by: Design Field Lab °h Test Thickness, Density, Density, Lab % No. Date LocaUon Course inches pcf pcf Density Required 20' south and 8' east of the 1 6l9199 southwest comer of the building Bottom 4" 149.0 152.1 98 95 40' south and 8' east of the 2 6/9199 southwest corner of the building Middle 2" 146.4 152.1 96 95 30' south and 10' east of the 3 6l9/99 southwest corner of the building Middle 2" 149.9 152.1 99 95 12' south and 12' east of the 4 6/9/99 southwest corner of the building Bottom 4" 146.3 152.1 96 95 15' south and 50' west of the 5 619199 southeast corner of the building Bottom 4" 147.3 152.1 97 95 35' south and 30' west of the 6 6/9199 southeast corner of the building Middle 2" 147.6 152.1 97 95 40' south and 30' west of the 7 619/99 southeast comer of the building Middle 2" 147.4 152.1 97 95 60' south and 15' west of the 8 619199 southeast corner of the building Bottom 4" 148.0 152.1 97 95 35' north and 35' east of the 9 619199 northeast corner of the building Bottom 4" 144.5 152.1 95 95 45' north and 85' west of the 10 619/99 northeast corner of the building Bottom 4" 147.0 152.1 97 95 30' north and 85 west of the 11 6/9199 northeast corner of the building Bottom 4" 146.3 152.1 96 95 20' north and 55' west of the 12 619/99 northeast corner of the building Bottom 4" 144.7 152.1 95 95 20' south and 18' west of the 13 6/9/99 northwest corner of the buiiding Bottom 4" 146.2 152.1 96 95 46' south and 28' west of the 14 619/99 northwest corner of the building Bottom 4" 150.1 152.1 99 95 12' south and 41' east of the 15 6/9199 northeast corner of the building Middle 2" 146.8 152.1 97 95 45' south and 20' east of the 16 6/9/99 noRheast corner of the building Middle 2" 147.9 152.1 97 95 30' east of the northeast corner of 17 6/9199 the building Middle 2" 150.8 152.1 99 95 25' south and 30' east of the 18 619199 northeast corner of the building Middle 2" 148.5 152.1 98 95 25' south and 35' east of the 19 619/99 northwest corner of the building Middle 2" 148.5 152.1 98 95 Page 1 V7mi Summary of Field Density Test Results i ierracon on Asphaltic Concrete ASTM D2950 10625 W. 1-70 Frontage Road North, Suite 3 Wheat Ridge, Coloredo 80033 Phone: (303) 423J300/Fax: (303) 423-3353 Client Name: Reliance Development Company, LLP Project Number: 25991303 Date: 619/99 Address: 1000 Rand Tower, 527 Marquette Ave., South Minneapolis, MN 55402 Test method for Attn: Mr. Michael Fraser Laboratory Density: ASTM D2950 Project Name: Waigreens - 44th Avenue Mix Type: 3/4" C/E 1/2" 40114 mix 10 C-EX Location: 44th Avenue and Wadsworth Boulevard Field Technician: D. Brubaker Batch Plant: 38th Avenue Gauge ID: 871 Mode: BS Paving Contr.: Brannan Sand and Gravel Reviewed by: Design Field Lab % Test Thickness, Density, Density, Lab % No. Dale Location Course inches pcf pcf Density Required 50' north and 35' east of the Middle 20 6/9/99 northwest corner of the building 3/4" 2.0 152.7 152.1 100+ 95 12' north and 55' east of the Middle 21 6!9/99 northwest corner of the building 3/4" 2.0 151.4 152.1 100 95 20' north and 30' east of the Middle 22 6/9199 northwest corner of the building 3/4" 2.0 149.8 152.1 98 95 30' north and 30' east of the Middle 23 619/99 northwest corner of the building 3/4" 2.0 149.9 152.1 99 95 40' north and 30' east of the Middle 24 619/99 northwest corner of the buiiding 3/4" 2.0 148.9 152.1 98 95 10' noRh and 15' west of the Middle 25 619199 northwest corner of the building 3/4" 2.0 146.2 152.1 96 95 15' south and 12' east of the 26 6l9/99 southwest corner of the building Top 1/2 2.0 148.0 152.8 97 95 18' south and 45' west of the 27 619/99 southeast corner of the building To 1/2 2.0 145.7 152.8 95 95 50' south and 20' west of the 28 6/9/99 southeast corner of the building Top 1/2 2.0 146.6 152.8 96 95 35' south and 20' west of the 29 619199 southeast corner of the building Top 1/2 2.0 145.8 152.8 95 95 20' south and 20' west of the 30 6/9/99 southeast corner of the building To 1/2 2.0 145.4 152.8 95 95 30' south and 20' east of the 31 6/9l99 southwest corner of the building Top 1/2 2.0 149.4 152.8 98 95 45' south and 20' east of the 32 6l9/99 southwest corner of the buiiding Top 1/2 2.0 148.6 152.8 97 95 60' south and 20' east of the 33 6/9/99 southwest corner of the building Top 1/2 2.0 151.5 152.8 99 95 50' south and 20' east of the 34 6/9/99 northwest corner of the building Top 1/2 2.0 148.0 152.8 97 95 15' south and 35' west of the 35 6/9199 northwest corner of the buiiding Top 1/2 2.0 153.1 152.8 100+ 95 Page 2 Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 6-10-99 Technician: D. Brubaker Reviewed bv: Brannan Sand and Gravel placed the top lift of asphalt on the parking lot with a compactive effort. SERVICES PERFORMED AND WHERE: 17 asphait concrete density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount Construction UNUSUAL SITE CONDITIONS: N/A _1 rerracon ~ C:\Terrecon\CMT\99 Projects\991303\Daityrpt\6-10-99.doc C I .I iierracon Summary of Field Density Test Results on Asphaltic Concrete ASTM D2950 10625 W. I-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 80033 Phone: (303) 4233300/Fax: (303) 4233353 Client Name: Reliance Development Company, LLP Project Number: 25991303 Date: 6/10/99 Address: 1000 Rand Tower, 527 Marquette Ave., South Minneapoiis, MN 55402 Test method for Attn: Mr. Michael Fraser Laboratory Density: ASTM 02950 Project Name: Walgreens - 44th Avenue Mix Type: 1/2" 40114 Mix 10 LX/EX Location: 44th Avenue and Wadsworth Boulevard Field Technician: D. Brubaker Batch Plant: 38th Avenue Gauge ID: 871 Mode: BS Paving Contr.: Brannan Sand and Gravel Reviewed by: ~ Design Field Lab % Test Thickness, Density, Density, Lab % No. Date LocaGon Course inches pcf pcf Density Required 30' south and 18' east of the 1 619/99 northeast corner of the building Top 2.0 147.5 152.8 97 95 15' south and 30' east of the 2 6/9/99 northeast corner of the building Top 2.0 144.5 152.8 95 95 15' south and 40' east of the 3 6l9/99 northeast comer of the building Top 2.0 146.3 152.8 96 95 20' south and 55' east of the 4 6/9199 northeast corner of the building Top 2.0 151.3 152.8 99 95 5' north and 55' east of the 5 619199 northeast corner of the building Top 2.0 145.1 152.8 95 95 5' north and 40' east of the 6 6l9/99 northeast corner of the buiiding Top 2.0 146.1 152.8 96 95 5' north and 12' east of the 7 619/99 northeast corner of the building Top 2.0 146.2 152.8 96 95 25' south and 30' west of the 8 6/9199 southwest corner of the building Top 2.0 146.2 152.8 96 95 45' south and 45' west of the 9 6/9199 southwest corner of the building Top 2.0 146.7 152.8 96 95 40' south and 40' west of the 10 619199 northwest corner of the building Top 2.0 144.4 152.8 95 95 40' south and 30' west of the 11 6l9/99 northwest corner of the building Top 2.0 144.6 152.8 95 95 15' south and 40' west of the 12 6/9/99 northwest corner of the buiiding Top 2.0 145.0 152.8 95 95 20' west of the northwest corner of 13 6/9/99 the building Top 2.0 145.0 152.8 95 95 40' north and 25' west of the 14 6/9l99 northwest corner of the building To 2.0 148.4 152.8 97 95 10' north and 50' west of the 15 6/9/99 northwest corner of the building Top 2.0 152.0 152.8 99 95 40' north and 75' east of the 16 6/9/99 northeast corner of the building To 2.0 149.3 152.8 98 95 30' north and 75' east of the 17 6/9/99 northeast corner of the building Top 2.0 147.4 152.8 96 95 Page 1 Compressive Strength Test Report lrerr~con In general compliance wiN ASTM. Terracon Project No. 25991303 Report No. 28 CI12f1Y Reliance DeveloAment Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, NIlQ 55402 ProjeCtwalareens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridae, Colorado pttn: Michael S. Fraser Field Mix Data SampleDate: 06/03/99 Time: 08:05 Material:lconcrete,groutmortarl CONCRETE Sampled by: D. Brubakex' Design Strength at 28 days 4000 psi Placement Description: EdSt side sidewalk Material Supplier: GO1C12II's Companies Delivery Ticket No: 469608 Truck Na.: 315 Mix I.D. Na.: 44086 Samplelocation: 0-55' SOUth of the corner of the buildinq NE Placement Method: DIRECT DZSCHARGE (tllrect Oischarge, crane antl bockeq pumpl Field Test Data Test Result Slump, in. 4.0 Air Content, % 8.0 Concrete Temperature, °F 66 Ambient Temperature, °F 51 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As fieceived Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Frecture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi 4" X S" Coarse aggregate size: P0a qraVel Admixtures: Batch size Icu.yd.1: 10 . 0 Cu.Yd placed: 10/40 Water added on site, gal.: 3. 0 Batch time: 0658 Time in mixer, min.: 67 INe preceetling informa[ion obtaineE from tlelivery ticketl Specification 4" max 5-7 Date submitted to laboratory 06/04/99 A B C 4 4 4 12.57 12.57 12.57 S.G. J.G J.G 06/10/99 07/01/99 07/01/99 7 28 28 4000 4000 4000 47130 66690 66190 3750 5310 5270 Comments: Distribution: 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 ENEZU3x IR a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fleltl min aM tieltl tesc tlata provitletl by oNers ~ fieltl [est Eata by Terracon In subscantial attartlance with sampling ASTM C 172, Casting Specimens C 31, Slumo C143, Air Conrent C 173 or C 231, Temperamre C 1064. Unit Weigh[ C 138 ~ Reviewed by: Assistant P ct Mana er lrerracon 10825 W. I.70. Fronbga Ntl. N.. SuIM1 N3 Whaet Nidge. ColonAO 80033 13031423d300 COMPRESSIVE STRENGTH OF MASONRY PRISMS In accordance with UBC Std. Na. 21-17, 1997 Except whera noted TFRR4!`f1N Piil1.I9(:T N(1 25991303-7 CLIENT Reliance Development Company, L L P PROJECT W [eens Retail Store k4366 1000 Rand Tower 44ih AYenue & Wadsworth Boulevard 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER MORTAR: TYPE GROUT: SUPPLIER MIX I.D. SI2E in SPECIFIED MORTAR STRENGTH @ 28 DAYS: SPECIFIED GROUT STRENGTH @ 28 DAYS: GRADE psi psi PRISM CONSTRUCTION DATE ASSEMBLED: NO. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: MORTAR SPECIMENS CAST: YES MORTAR SPECIMEN SET N0. GROUT SPECIMENS CAST: YES GROUT SPECIMEN SET N0. NO NO COMMENTS: SAMPLES PREPARED BY: LABORATORY TEST RESULTS SAMPLE SET NO. A B C D E F G AGE, DAYS 7 28 28 H TEST DATE 3/31 /99 3/31 /99 LENGTH, in. 15.68 15.63 THICKNESS, in. 7.61 7.58 HEIGHT, in. 15.8 15.7 AREA, in'. 67.13 66.33 TOTAL LOAD, Ibf. 120,170 126,660 PRISM COMPRESSIVE STRENGTH, psi 1,790 1,940 Average Compressiva Strengih of Masonry Prism @ 28 Days: Specified Design Strength It'm1: psi psi COPIES: REVIEWED BY: l rerracon 10835 W.1.]0. Fronte9e fld. N.. Suke N7 WM1eet PIEpe, Colaretlo 80033 13031423•3300 1303162]-3353 COMPRESSIVE STRENGTH OF MASONRY PRISMS In accortlance with UBC Std. No. 21-17, 1997 Except where noted TERRACON PROJECT NO. 25991303-16 CLIENT Reliance Development Company, L L P PROJECT Walgreens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth Boulevard 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER MORTAR: TYPE GROUT: SUPPLIER Golden's MIX I.D. 654012 SIZE in SPECIFIED MORTAR STRENGTH @ 28 DAYS: SPECIFIED GROUT STRENGTH @ 28 DAYS: GRADE psi psi PRISM CONSTRUCTION DATE ASSEMBLED: N0. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: 03/23/99 MORTAR SPECIMENS CAST: YES 4 MORTAR SPECIMEN SET NO. 03/23/99 GROUT SPECIMENS CAST: YES 03/25/99 GROUT SPECIMEN SET N0. 1303-16 Gridlines 4.75 to 2.8 x 1.0 NO NO COMMENTS: SAMPLES PREPARED BY: LABORATORY TEST RESULTS SAMPLE SET NO. A B C D E F G AGE, DAYS 7 28 28 H TEST DATE 3i30i99 4/20/99 4/20/99 LENGTH, in. THICKNESS, in. HEIGHT, in. 8.13 5.32 6.55 AREA, in'. 75.83 74.60 15.52 TOTAL LOAD, Ibf. 28,240 40,960 42,570 PRISM COMPRESSIVE STRENGTH, psi 1,780 2,806 2,743 Average Compressive Strength of Masonry Prism @ 28 Days: psi Specified Design Strength (f'ml: pai - COPIES: REVIEWED BY: Bituminous Mixture Test Results -1 ferracon- 10625 W. 1-70 Frontage Road North, Suite S Wheat Ridge, Coloredo 80053 Phone: (303) 423-33001 Fax: (509) 423-3153 Client Name: Reliance Development Company, LLP Address: 1000 Rand Tower Project No.: 25991303 Date of Report: 6/8/99 527 Marquette Avenue South Mix Source: Minneapolis, Minnesota 55402-1301 Project Name: Walgreens Retail Store, #4366 Mec Type: 3/4" C/E Sample I.D. No.: 1303-31 Location: 44th Avenue & Wadsworth Boulevard Sampled By: D. Brubaker Date: 6/8/99 Wheat Ridge, Colorado Submitted By: D. Brubaker Date: 6/8/99 Sample Location: Parking lot east of building Reviewed By: _ Test Procedures: ASTM D 2172, Quantitative EMracSon of Bitumen from Bituminous Paving xtures, Method _ X NCAT Asphalt Content Tester The test procedure used to develop the data in this report is in general accordance with procedures accepted by multiple governmental agencies, but is not currently an ASTM or AASHTO standard . We are using the procedure in place of standard ASTM or AASHTO procedures in the interest of improved health and sa fety of our employees and the reduced impact on our environment. Please contact our office if you have any questions. • I Inenrracted fnr aanrwnate weiaht loss /NOicallv -0.3 t0 -0.6%1 Bituminous Content, % 5.4' Total Mix 94.6 Total Aggregate Specification limits: Sieve Analysis of: X Ignited Mineral Agg. Extracted Agg. Cold Belt Combined Sieve °k Accumulative S ecifcation Size X Passing Retained Min. Max. 3/4" 100 1 /2" 90 3/8" 83 1/4" #4 71 #8 55 #10 52 #16 41 #30 30 #40 25 #50 19 #80 13 #100 11 #200 6.8 PAN Comments: Time sampled: 9:30 AM °F: Physical Properties of Bituminous MiMures: X ASTM D 1559 X 50 Blows per Side 75 Blows per side _ASTM D 1560 and D 1561 Property Standard Results: Avg. of 3 Specimens Specifi- cation Bulk Densiry (pcf) 152.1 Bulk S ecific Grevi 2.440 Theoretical Max. S ecifc Gravi Air Voids % Voids Fiiled °k Voids Min. A re ate °h Stabili ounds 4653 Flow 11100inch 10 Tem erature of mix Lab °F Batch Ticket No.: 193 Truck No.: B222 Load Tonnage: 12.5 61.3 Bituminous Mixture Test Results -1 rerracon- 10625 W. I-70 Frontage Road North. Suite S Wheat Ridge, Colorado 80033 Phone: (303) 42333001 Fax: (505) 423J963 Client Name: Reliance Development Company, LLP Address: 1000 Rand Tower Project No.: 25991303 Date of Report: 6/9/99 527 Marquette Avenue South Mix Source: Brannan Sand 8 Gravel Minneapolis, Minnesota 55402-1301 Project Name: Walgreens Retail Store, #4366 Mix Type: 112" 40114 Mix 1o Sample I.D. No.: 1303-32 Location: 44th Avenue 8 Wadsworth Boulevard Sampled By: D. Brubaker Date: 6/9/99 Wheat Ridge Colorado _ Submitted By: D. Br cer Date: 6/9/99 ~ Sample Location: 60' S and 25' E to 35' W of the SE corner of bidg. Reviewed By Test Procedures: I ethod _ s ASTM D 2172, Quantitative Extrection of Bitumen from Bituminous Pavin, M X NCAT Asphalt Content Tester The test procedure used to develop the data in this report is in generel accordance with procedures accepted by multiple governmental agencies, 6ut is not currently an ASTM or AASHTO standard. We are using the procedure in place of standard ASTM or AASHTO procedures in the interest of improved health and safety of our employees and the reduced impact on our ernironmenL Please contact our office if you have any questions. • I Inenrrected fnr annrwnate weiaht loss (NOicallv -0.3 t0 -0.6°/a) Bituminous Content, % 6.01' Total Mix 94.0 Total Aggregate Specification limits: Sieve Analysis of: X Ignited Mineral Agg. Extrected Agg. Cold Belt Combined Sieve % Accumulative S ecification Size X Passing Retained Min. Max. 1-t/2" V 3/4.' 1 /7' 99 3/8" 96 1/4" #4 79 #8 63 #70 59 #16 48 #30 35 #40 31 #50 24 #80 17 #100 14 #200 9.5 PAN Comments: Time sampled: 2:30 PM ° F: 306 Physical Properties of Bduminous MiMUres: X ASTM D 1559 X 50 Blows per Side 75 Blows per side _ASTM D 1560 and D 1561 Property Standard Results: Avg. of 3 Specimens Specifi- cation Bulk Density (pcf) 152.8 Bulk S ecfic Grav' 2.452 Theoretical Max. S ecifc Gravi Air Voids °h Voids Filled °k Voids Min. A re ate % Stabili ounds 4314 Flow 1 /100 inch 17 Tem erature of mix Lab °F) Batch Ticket No.: 2488 Truck No.: 10230 Load Tonnage: 14.3 Cumulative 5 Compressive Strength Test Report in general campliance with ASTM. Terrscon Project No. 25991303 Report No. 29 CI1211t Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 A[[n: Michael S. Fraser Field Mix Data Sample Date: 06/07/99 Time: 0740 Sampled by: L. BleVO Placement Description: Sidewalk Sample Location: Sidewalk on west side of buildinq from 35'N. -50'N. of S.W. corner Placement Methotl: DZRECT DISCHARGE Itlirect tlischarga, crane antl buckeA pumpl 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 PrOj2CtWalgreens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe, Colorado Material: Iconcrete, gmuq morzarl CONCRETE Design Strength at 28 days 4000 psi Material Supplier. GOZCIEII' S Delivery Ticket No: 470552 Tmck No.: 222 Mix I.D. No.: 654011 Coarse a99regate size: - - Admixtures: Batch size (cu.ytl.): 10 . 0 Cu.Vd placed: 10/40 Water added on site, gal.: 0 Batch time: 0602 Time in mixer, min.: 98 (the pre[eedinq intormation o0taineG from Eelivery tickeq Field Test Data Test Result Slump, in. 5.5 Air Content, % 5 . 5 Concrete Temperature, °F 67 Ambient Temperature, °F 58 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4" x 8" Date submitted to laboratory Specimen No. Specimen Size, inches Cross-Sectian Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at TesL days Fracture Type Min. Compressive Strength, psi Total Loatl, Ibs. Compressive Strength, psi Comments: Specification 4" max 6.0 06/08/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 J.G 06/14/99 07/05/99 07/05/99 7 28 28 Hold 4000 4000 45410 3610 Distribution: ~ ~ ~ ~ UBB a b c d e f u F r a c t u r e T y p e s Notes: ❑ Field mix antl fieltl test Oa[a pmvitleG by ochers ~ Field test data by Terta<onln subs[an[ial eccortldnce wiN sampling ASTM C 172, Cas[ing SOecimens C 31, Slump C143, Air Conrent C 173 or C 231, Temperature C 1066, Uni[ Weil C138 Reviewed by: Assistant t Mana er Compressive Strength Test Report In general complience wiN ASTM. Terracon Project No. 259913 Report Na. 30 Noracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031423-3300 CII@ftt Reliance Development Company ProjeCt Walcareens Retail store #4366 1000 Rand Tower 44th Avenue & Wadsworth Hlvd. 527 Marquette Avenue South Wheat Ridqe Colorado Minneapolis MA7 55402 Attn:Michael S. Fraser Field Mix Data SampleDate: 06/04/99 Time: 0710 Material:lconcmte,gwu4mortarl CONCRETE Sampled by: J. AndYewS Design Strength at 26 days 3500 psi Placement Description: CuTb and cxutter Material Supplier: Go1dEn' S Delivery Ticket No: 470076 Truck No.: 278 Mix I.D. No.: 654011 Sample Location: 175' W. of WddSwOTth Coarse aggregate size: Admixtures: - - Batch size Icu.yd.l: 12.0 Cu.Yd placed: 12/40 Placement Method: DIRECT DISCHARGE Water added on site, gal.: 0 IEirect discharge, crane and buckeq pumpl Batch time: 0620 Time in mixer, min.: 50 @he praceetlinq'mforma[i0n ob[aineE fwm tlelivery [ickell Field Test Data Test Result Slump, in. 4.5 Air Content, % 4.7 Concrete Temperatare, ° F 70 Ambient Temperature, °F 50 Plastic Unit WeiBht, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4" X 8" Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Frecture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: Specification 4" max 4-7 Date suhmitted to iaooratory 06/05/99 A B D 4 4 4 12.57 12.57 12.57 P J.G 06/11/99 07/02/99 07/O2/99 7 28 Hoid 3500 3500 49800 3960 Distribution: NEEZUas B a b c d e t u F r a c t u r e T y p e s Notes: ❑ Field mix antl fieltl test data Wovitletl Ey o[ners ~ Fieltl test tlata by Terracon in substan[ial acror0ance witM1 samplin0 ASTM C 172, Castiig SOeclmens C 31, Slump C163, Air Cantent C 173 or C 231, Temperamra C 1084, Unit WeigM1[ C 138 Reviewed by: Assistant P ct Mana er Compressive Strength Test Report In general complience with ASTM. Terracon Prolect No. 25991303 Report No. 27 Cllent Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis MN 55402 6h x A" attn:Michael S. Fraser Field Mix Data SampleDate: 06/02/99 Time: 0930 Met2liaC (concrete,groutmotta0 CONCRETE Sampled by: D. Brubaker Design Strength at 28 days 3000 psi Placement Description: Curb and 4utter Material Supplier: Golden' S Company Delivery Ticket Na: 469185 Tfuck No.: 279 Mix I.D. No.: 654011 Sample Location: EastbOUnd CuYb Of Coarse aggregate size: 3/4" island of 44th from 0 to 2751W. of Wadsworth Placement Method: DIRECT DISCHARGE IEirea Discharge, crana antl bucket Wmpl Fieid Test Data Test Result Slump, in. 3.5 Air Content, % 7.1 Concrete Temperature, °F Ambient Temperature, ° F 7 0 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strenqth, psi Total Load, Ibs. Compressive Strength, psi Comments: 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 PfOjeCtWalqreens Retail store #4366 44th Avenue & Wadsworth Blvd. wheat Ridcxe, Colorado Admixtures: Batch size Icu.yd.1: 12. 0 Cu.Yd placed: 12/40 Water added on site, qal.: 0 Batch time: 0830 Time in mixer, min.: 60 I[he Oreceading information oEtainetl trom tlelivery tickeq Specification 4" max 5-8 Date submitted to lahoratorv 06/03/99 A B C 4 4 4 12.57 12.57 12.57 J.G J.G J.G 06/09/99 06/3099 06/30/99 7 28 28 3000 3000 41810 61750 62040 3330 4910 4940 Distribution: ~~~~UBE a h c d a f u FractureTypes Notes: ❑ FreIC mix antl (ieltl cast tlata Orovitletl Ey o[M1ers ~ FieIG cest tla[a by Terracon in subs[antial acmrEance wiN samplir,; ASTM C 172, Cas[ing Specimens C 31, Slump C143, Air Conient C 173 or C 231, Temperawre C 1064, Unit Weight C 138 _ Reviewed by• ~ Assistant ' ct tmana~e:r Compressive Strength Test Report In Beneral compliance with ASTM. Terracon Project No. 25991303 Report No. 26 1 rcrracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)4233300 CIIQIIt Reliance Develonment Company P►oj@Ctwalareens Retail store #4366 1000 Rand Tower 44th Avenue & Wadsworth Hlvd. 527 Marquette Avenue South Wheat Ridqe, Colorado Minneapolis, hIN 55402 nttr,: Michael S. Fraser Field Mix Data SampleDate: 05/28/99 Time: 1130 Material:lconcrete,grouqmortarl CONCRETE Sampled by: J. FoStEY Design Strength a[ 28 days 4000 psi Placement Description: CuYb and qutteT' Material Supplier Lafdrqe Delivery Ticket No: 679830 Truck No.: 316 Mix I.D. Na.: 4220 SampleLocation: 301S. and 201W. o£ Coarse aggregate size: 3/4" S.W. corner of Wadsworth and admixwres: 44th (mediaR) Batch size (cu.yd.): 10.0 Cu.Yd placed: 10 .0 Placement Method: DIRECT DISCHARGE Water added on site, gal.: 0 Itlirec[ Gischarge, crane ana pucka4 Oumpl Batch time: 103 5 Time in mixer, min.: 55 Itha precae0ing informa[ion obtaine0 from tlelivery tickeq Field Test Data Test Result Slump, in. 3.0 Air Content, % 5.6 Concrete Temperature, °F 66 Ambient Temperature, °F 55 Plastic Unit Weight, pcf - - Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4" X 8" Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Peceived Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Frecture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: Distribution: Specification 4" max Date su6mitted to laboretory 05/29/99 A B C 4 4 4 12.57 12.57 12.57 A.F J.G J.G 06 04/99 06/25/99 06/25/99 7 28 28 4000 4000 42290 61540 62520 3360 4900 4970 ~ ~ ~ ~ HHD a b c d e f u Fracture Types Notes: ❑ Fieltl mix antl tieltl test Eaw pmvidetl by others 191 Field test tlata by Terracon in substantial accortlance with sampling ASTM C 172, Cascing Spacimens C 31, SlumO Ct 43, Air Con[ent C 173 or C 231, TemOeramre C 1064, Unit WeigM C 138 Reviewed byi~ Assistant r e t ManaqeT Compressive Strength Test Report In geireral compliance with ASTM. APPROVED Terracon Project No. 25991303 ReportNo. 29 JUL 19 1999 Darin Morgan CI3Q/Codes AA-ministrator Cil@flt Reliance Development Company 1000 Rand Tower 527 Marauette Avenue South MinneaAOlis, MN 55402 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 PCOJeCtWalqreens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe, Colorado Attn:Michael S. Fraser Field Mix Data SampleDate: 06/07/99 Time: 0740 Material: 1concreta,qmunmorta.l CONCRETE Sampled by: L. Blevo Design Strength at 26 days 4000 psi Placement Descr.ption: Sidewalk Material Supplier. Golden' s _ Delivery Ticket No: 470552 Truck No.: 222 Mix I.D. No.: 654011 Sample Location: Sidewalk OR wESt sid° of buildinq from 351N. -501N. of S.W. corner Placement Method: DIRECT DISCHARGE (tlirect Gischarge, crane antl bucket, pump) Field Test Data Test Result Slump, in. 5.5 Air Content, % 5.5 Concrete Temperature, °F 67 Am6ient Temperature, °F 58 Plastic Unit Weight, pcf - - Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq.inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi 4" x 8" Coarse aggregate size: _ Admixtures: Batch size Icu.yd.l: 10 . 0 Cu.Yd placed: 10/40 Water added on site, gal.: 0 Batch time: 0602 Time in mixer, min.: 98 IIDe Orec¢eGing informa[ion obtainetl from tlelivery fckeq Specification 4" max 6.0 Date su6mitted to laboratory 06108199 A B C 4 4 4 12.57 12.57 12.57 J.G S.G J.G 06/14/99 07/05/99 07/05%99 7 28 26 4000 4000 45410 52810 54710 3610 4200 4350 Comments: Distribution: ~~~~HHE a b c d e f u F r a c t u r e Types Notes: ❑ Fie10 mix antl tleltl [est data provitletl by ottters ~ Fieltl test tlata by Terracon in substantial acrortlance wiN sam0ling ASTM C 172, Castin9 Specimens C 31, Slump C163, Air Content C 173 or C 231, Temperature C 1086, Unit Weight C 138 Reviewed by: ~ Assistant t Mana er Compressive Strength Test Report In general compliance with ASTM. Terracon Prolect No. 25991303 Report No. 30 CII@f1L Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, NIId 55402 A22n: Michael S. Fra: Field Mix Data Sample Date: 06/04/99 Sampled by: S. Andx'ews Placement Description: CuYb a" y p" SampleLocation: 1751 W. of Wadsworth Placement Method: DIRECT DISCHARGE IGirec[ 4iscM1arge, crane antl bucket, pumpl Field Test Data Test Result Slump, in. 4.5 Air Content, % 4.7 Concrete Tempereture, °F 70 Ambient Temperature, °F 50 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: 1 rerrimon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031423-3300 ProjeCtwalareens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe, Colorado Coarse aggregate size: _ Admixtures: Batch size Icu.yd.l: 12 . 0 Cu.Vd placed: 12/40 Water added on site, gal.: 0 Batch time: 0620 Time in mixer, min.: 50 I[he preceetling information obtaine0 from Oelivery llcka0 Specification 4" max 4-7 Oatesubmittedtolaboracory 06/OS/99 A B C 4 4 4 12.57 12.57 12.57 J.G J.G J.G 06/11/99 07/02/99 07/02/99 7 28 28 3500 3500 49800 58500 5 40 3960 4650 4600 Distribution: ;er Time: 0710 Material: Iconcrebe, gmuq mortarl C.'ONCRET Design Strength at 28 da~ 3500 psi and qtltte2' Material Supplier: GoldEn' S Delivery Ticket No: 470076 Truck No.: 278 Mix I.D. No.: 654011 ~ ~ ~ ~ UBP a b c d e t u Fracture T y p e s Notes: ❑ Field mix antl fieltl rest tla[a pmvitletl by others 21 Fleld testdata by Tertacon in suEStantialaccordance with samplin9 ASTM C 172, Casting Specimens C 31, Slump C143, Air Conten[ C 173 or C 231, Temperamre C 1064, Uni[ WeigM C 138 Reviewed b Assistant y:'e Manaqer -I 0) tl+ A W N ~ o y O 0 ~ n 0 - ~ g' G fD C 3 O ~ Z \ \ \ \ y ~ ~ ~ ~ ~ ~ c c t ~ 7' N O ~ ~ ~ o i m o pi m n i m c C ~ - 7 ~ O ~ 0 ~ fD ~ Oi N (C O ~ ~ .m+ N N N y-. d ~ n ~ N Cl r n fD N~ m N y y ~ ~ ~ Tl c c m m m 3 rp C V~ O1 V ,y, V„ Q C p~-' y 6 ~ Z D < f~D o G. ~ ~ 4° ° ~ (D 3 ~ F ^ ~ M ~ ~ o~ a CD L" P. m y ° m m m m N y N o m ~ o ~ y o fJ! 0 3 ~ o ~ 0 0 0 0 0 0 o d ~ m l D U! UI C/7 UI l/J CO CA CI) T C .Z1 ~ . . . . . . . CL y ~ v N N ~ j W W W P O -u ~O OD O W f0 V 01 W O N W i S A T ~ ~ Z ' V .y H}I ~ _ ?D 11-P o -i ~ d T N A A c0 v f0 W ~ ~ d oa ~ » or co y~ N ~ p l ~ ~ d ~-n. ^J ~ Of IV V W OD 10 Cp z ~ ~ ~ ~ a n 3C' ~ . ~ ~ o ~ OD CT (r U1 W N OD ^ O L" Ui O N O S Q Y - O 7 v ~ ~ cn v ~ = ~ <O ~ f0 (O t0 <O O O <O t0 O O fD -I ~ P ~ C OD m ~ ~ ~ C~ c0 m , y. ~ ~ J ~ . m ~ ~ ~ Un ~ U ~ Cn 0 N co Cn d CL ,0.~ ~ Z w ~ A ~ 0D f7 p ~ CD NW fJ~ fT A Q -1 OD -I n ~ d A° J` ~o ~ O T ~ ~ 0 O Of ~ ~ <O A o~~ ^ O m ~ W N x y ~ ~ -4 ~ 0 w d W O O p N ~ O N ~ O N ~ G W O O ~ fT ~ O W O m4 v O ~ ~ p o ~ N N N ~ N ~ d W ~ I Bituminous Mixture Test Results -1 t'erracon- 10625 W. I-70 Frontage Road North, Suite 3 Wheat Ridge, Colorado 60037 Phone: (303) 423J300 / Fax: (303) 429-3353 Client Name: MDC Land Corporation Address: 4600 South Ulster Street, Suite 400 Denver, Colorado 80237 Attn: Mr.Jim Tyner Project No.: 25981113 Date of Report: 6/7/99 Mix Source: LaFarge 483 Project Name: Tuscany South Subdivision, Phase II Mix Type: 410499 Sample I.D. No.: 1113-19 Location: Arapahoe County Coloredo Sampled By: S. Delano Date: 6!7199 Submitted By: Date: Sample Location: East Lake Drive, station 16+00, westbound lane Reviewed By: Test Procedures: ASTM D 2172, Quantitative Extraction of Bitumen from Bituminous Paving M ures, Method _ X NCAT Asphalt Content Tester The test procedure used to develop the data in this repoR is in general accordance with procedures accepted by multiple govemmental agencies, but is not currently an ASTM or AASHTO standard. We are using the procedure in place of standard ASTM or AASHTO procedures in the interest of improved health and safety of our employees and the reduced impact on our environment. Please contact our offce if you have any questions. ` l)ncnrrer.twd for aaareaate weiaht loss (NDiCeIIV -0.3 t0 -0 6% Bituminous Content, % 6.0' Totat Mix 94.0 Total Aggregate Specifcation limits: Sieve Analysis of: X Ignited Mineral Agg. Extracted Agg. Cold Belt Combined Sieve °k Accumulative S ecification Size X Passing Retained Min. Max. 1-t/2" ~ 3/4" 1/2" 91 3/8" 83 1/4" #4 62 #8 51 #10 49 #16 41 #30 31 #40 26 #50 22 #80 17 #100 15 #200 11.5 PAN Comments: Time sampled: 520 a.m. °F: 265 Physical Properties of Bituminous MiMures: X ASTM D 1559 X 50 Blows per Side 75 Blows per side _ASTM D 1560 and D 1561 Property Standard Results: Avg. of 3 Specimens Specifi- cation Bulk Density (pcq 149.2 Bulk S ecific Gravi 2.38 Theoretical Max. S ecific Gravi Air Voids % Voids Filled °k Voids Min. A re ate °h Stabili ounds 3230 Flow 1/100 inch Tem erature of mix Lab °F 140 Batch Ticket No.: 686445 Load Tonnage: 22.67 Truck No.: 55852 1243.87 QAILY REPOR7.' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'" Avenue 44`h Avenue and Wadsworth Boulevard Pro ect Number.: 25991303 Date: 6-3-99 Technician: D. Brubaker Reviewed b• ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REP RT: Thoutt Brothers placed concrete for a sidewalk on the east side of the building. Concrete mix was 4000 psi pea gravel mix as opposed to'/<-inch mix. SERVICES PERFORMED AND WHERE: One concrete slump and air content test, concrete and ambient air temperature measurements and cast 1 set of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon L:\CMT\99 PROJECTS\991303\Dailyrpt\63-99.doc Compressive Strength Test Report 1 ~~rracon In general compliance wi[M1 ASTM. Terracon Project No. 25991303 Report No. 28 CIIBfIt Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 PfOJeCtWalqreens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridae, Colorado n[[n: Michael S. Fraser Field Mix Data SampleDate: 06/03/99 Time: 08:05 Materiel: Iconcreta,grouc,morta0 CONCRETE Sampled by: D. Bx'ubaker Oesign Strength at 28 days 4000 psi Placement Description: E3St side sidewalk Material Supplier: G01dEI1' s Companies Delivery Ticket No: 469608 Truck No.: 315 Mix I.D. No.: 44086 SempleLocation: 0-55' South o£ the NE corner of the building Placement Method: DIRECT DISCHARGE (tlirec[ tlistharge, crane antl bucket pump) Fieid Test Data Test Result Slump, in. 4.0 Air Content. % 8.0 Concrete Temperature, °F 66 Ambient Temperature, ° F 51 Plastic Unit Weight, pcf - - Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4" x 8" Specimen No. Specimen Size, inches Cross-Section Area, sq. inches A5 (ieceived Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Totai Load, Ibs. Compressive Strength, psi Comments: Coarse aggregate size: Pea qraVel Admixtures: Batch size (cu.yd.): 10 . 0 Cu.Yd placed: 10/40 Water added on site, gal.: 3. 0 Batch time: 10 . 0 Time in mixer, min.: 60 Ithe preceetling Infarmation obtainatl fmm tlelivery [ickeq Specification 4" max Date su6mitted to laboratory 06/04/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 J.G. - 06/10/99 07/O1/99 07/Ol/99 7 28 28 Hold 4000 4000 4000 47130 3750 ' Distribution: 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031423-3300 ENZOR5s E a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fleltl mix and fIeIE Rst tla[a proviEetl by o[M1ers El Fleid rest daca Oy Terracon In suGStantial accordance wrth sam0ling ASTM C 172, Ws[ing $pecimens C 31, Slump C143, Air Conrent C 173 or C 231, Temperamre C 1064, Uni[ Weighi C 138 Reviewed by: ,,r~ Assistant P t Mana er Compressive Strength Test Report In general complianca with ASTM. Terracon Project No. 25991303 Report No. 24 lrerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031423-3300 CII2fIt Reliance Development Company PrOjeCt walcxreens Retail store 44366 1000 Rand Tower 44th Avenue &.Wadsworth Blvd. 527 Marquette Avenue South Wheat Ridae Colorado Minneapolis MN 55402 attn:Michael S. Fraser Field Mix Data SampleDate: 05/18/99 Time: 0715 Material: Iconcrece,gmutmortarl CONCRETE Sampled by: J. AndYEwS Design Strength at 28 tlays 3000 psi PlacementDescription: IntErioL flooT' Slab MaterialSuppiier: R2ady Mixed Delivery Ticket No: 156338 Truck No.: 290 Mix I.D. No.: 564-24-67 Sample Location: Gz'idline 2.0 x D. 0 Coarse aggregate size: Admixtures: Batchsizelcu.yd.l: 8.0 Cu.Ydpiaced: 46/135 Placement Method: Pump Water added on site, gal.: 0 lairect aiscnarge, crane and ouctet pumpl Batch time: 0649 Time in mixer, min.: 26 Ivne oreceeaing Information oo,ainea irom tleiiverY tickecl Field Test Data Test Result Specification Slump, in. 4.25 4" max Air Con[ent % 1.5 Concrete Temperature, °F 62 ' - Ambient Temperature, ° F 50 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4" X 8" Date submitted to laboratory 05/19/99 Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: A B C 4 4 4 12.57 12.57 12.57 D.V. J.G. J.G. 05/25/99 06/15/99 06/15/99 7 28 28 3000 3000 55190 76950 72370 4390 6120 5760 Distribution: MZH5a a b c d e f u Fracture Types Notes: ❑ Field mix antl fleltl [est tlata Orovitled by o[hers ~ Field tasS tlata EY Terrdmn In substantial acmrdance with samplinq ASTM C 1]2, Casting SOecimens C 31, Slump C143, Alr Conren[ C1l3 or C 231, Temperamre C 1064, Unii Weight C 138 / Reviewed %Pa Assistant Mana er Compressive Strength Test Report In genefal compliance wi[h ASTM. Terracon Project nlo. 25991303 Report No. 26 CII@flt Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, NIN 55402 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 031423-3300 Y •1•4~, t~`~~J ~ r' Projectwalaroens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridge, Colorado nnn:Michael S. Fraser Field Mix Data SampleDate: 05/28/99 Time: 1130 Materiai: Iconcrete,qrouo.monaq CONCRETE Sampled by: J. FOSt2r Design Strength at 28 days 4000 psi Placement Description: CuLb dnd qlltteT' Material Supplier: La£aTqe Delivery Ticket No: 679830 Truck No.: 316 Sample Location: 3 0' S. and 2 0' W. of S.W. corner of Wadsworth and 44th (median) Placement Method: DIRECT DISCHARGE IGirect Oischarge, crane antl buckeq pumpl Field Test Data Test Result Slump, in. 3 .0 Air Content, % 5.6 Concrete Temperature, °F 66 AmbieniTempereture, °F 55 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Specification 4" max Nominal Specimen Size 4" X 8" Date submitted to laboratory 05/29/99 Specimen No. Specimen Size, inches Cross-Section Area, 5q. inches As Received Specimen Wt., 16s. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F 06/04/99 06/25/99 06/25/99 7 28 28 Hold 4000 4000 42290 3360 Distribution: XAZZH': E a 6 c d e f u F r a c t u r e T y p e s Mix I.D. No.: Coarse aggrega[e size: 3/4 " Admixtures: Batch size Icu.ytl.l: 10 . 0 Cu.Yd placed: 10 . 0 Water added on site, gal.: 0 Batch time: 1035 Time in mixer, min.: 55 INe preceeding Information abtaineE fmm tlelivery cickeq Notes: ❑ Fleltl mix antl field [est daca provitled by others El Fleltl tesc Data by Terracon in su0siantialaccortlance with sampling ASTM C 172, Casting Specimens C 31. Slump C143, Air Content C 173 or C 231, TemperaW re C 1064, Unit Weigni C 138 Reviewed by:''`~`=~ Assistant Project Manager Z ~ -0 ~ ~ N O Q_ 0. (D C » ~ » N 3 c~, ~ ti 0 ~ m ~ ~S ~ ~ ~ 3 ~ A N O Co v~ Q ~ 0 ~ -4 °o d N t O c CD m o m d m N -n o ~ ~ N N. ~ a O N TI n N < FD ~ CD ci) A Z ~p O f d ° o a a D ~ , o Q- - = D o ~ 3 v ~ a N A C ~ ~ y f ~ c~ N a co ° o . c 3 `G ~ m ~ rD -1 < <D ~ T a N N ~ _ ' r M < ~ ~ o i N ~ m ~ M CL ~ < o CA C~ 0 C O ~ m ~ N X G) T -I r v N ~ m m m o S. ~ ~ ' . O p G Oo p (p . ~ N ~ ~ N ~ - (D CD O ~ 0 ~ a a n 3 .z r p' 0 N N a C v ~ ~ O _ O ~ n O ~ r N O N ~ ~ ~ d (O ~ N o D ~ ~ CD w n ~ C p ~ ori m ~ ' N O ~ d N u i ^ ~ N ' m n O m w x ° d o O ^ . ~ CS ( C W ~ ' ° °Er m T R n M ~ A O A d a d ~ W n W O O p ~ a j~ W N O • e A Zb w ~ c o ~ O W - N N C d A ~ W fn, y o¢ ~ w O v ~ m ~ I 234 Aspen Circle Golden, Colorado 80403 Bus: 941-9272 Date: 6/3/99 Page 1 of 1 Inspex J/N: 99064 Client J/N: 25991303 Project Name: Walgreen's, 44th & Wadsworth Client's Name: Terracon Inc. Contractor: Catamount Construction Description of Work: VT of structural steel erection. Persons Notified of Results: J. Cipazes/Tenacon; N. Bolejack/Catamount Observations: Per the request of N. Bolejack of Catamount Construction, visual inspection of the erection of structural steel was performed with results as noted in the following locations: Roof level, lines D.7-E.5, 0.5-1.5: Entty Canopy beam to CMU wall embed connections, A325 bolt connections, and deck welding and side lap screw placement acceptably complete in all azeas. Pharmacy Canopy, lines A.4-B.2, 4-4.5: Roof deck weld and side lap screw patterns acceptable in all areas except along line 4 where deck edge bearing an81e not placed to date; baz joist to CMU wall embed connections modified from plan specifications, connections as accomplished currendy under engineerin8 review. N~'~ Ygp AY J~N 9 1190,9 co< Larry D. ihcrblornson 82122J01 \CWI Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneaoolis. MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44"' Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 5-10-99 Technician: A. Chavez Reviewed byr-i 7, f*~~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Catamount Construction began removing wet soils from inside the building and began placing/mixing drier structural fill. SERVICES PERFORMED AND WHERE: Performed four moisture/density tests; obtained one on-site/import soil sample CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance with the exception of tests on the east side of building, which did not need moisture and the southeast corner, which did not meet compaction. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm Bolejack with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:1Terracon\CMT\99 Projects\991303\Dailyrpt\5-10-99.doc M l+f z ~ o o ~o 2 o ~o O q~ S O N O N ON O N 0M ~ ~ d : ~ u ~ v p aS ~ N a0 N ~ O LL ~ ~ d M a2 m c V ~ f0 ~ N aj n U tn y ~ ip v ~ 0 y v o Q e PJ u1 .1 .n v, N y ~ ~ rn rn rn rn y d' ~ ~ 1 N N N ~ U ~ ~ O 7 O O ~ t U p a~ J o ~ O> O ~ o Lco z ~ U O Q v c o • U O O O O Q 00 00 00 W ~ ~ E a ~ N I N N ` N ~ N ~ 0 'V T V ' J Z' ~ c a E o 2" U L ~ ~ . Z O N N ~ O a0 T h ~ y Of O OD a0 O ~ 'O ~ N CN N N N N N N d J F IL 0 Q.' ~ ~ a O M d v v v °v ZD ~ O U ai 0 (7 6 ~ ~ ~ w f~ tA (A N co C7 L ~ J ~ ~ c~i Q Q Q Q Z Z 2 Z G1 > F- m m L C U 0 N C ai o ~ c m o~ m rn m o~ v 0 E ~ 1 i u L ~ t5 10 ~ 2 m`o N 316 3 o m`o y ~ > o ~ ~ ~ cc h ~ J E E E ~ a) LL N ~ c d ~ ~ O ' c ~ c a $ ° ° $ c $ N Q N W C1 y > Q fn L 2 m N m Vl m N ~ N ~N ~ ~ L c~ c a ~ tn ~ y p E ~ E ~ E 0 0 0 0 E m Cl) o cn Q ~ ~'~O 2 O N YS Z N M ~ U Q d -i 0 ~ L r N O1 W a Client Name and Address: Reliance Development Company, LLP Tower 527 MN Project Name and Location: Walgreens - 44th Avenue 441h Avenue and Wadsworth Boulevard Proiect Number.: 25991303 Date: 5-18-99 Andrews WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Rocky Mountain Concrete was placing reinforcing wire mesh on the slab subgrade and steel dowels in the head joint 6 inches deep into existing concrete for the interior slab. They then placed concrete for interior slab on grade. SERVICES PERFORMED AND WHERE: Two concrete slump and air content tests, concrete and ambient air temperature measurements and cast 2 sets of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in confortnance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:\Terracon\CMh99 Projectsl997303\Dailyrpt\5-18-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44th Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 5-19-99 Technician: J. Andrews Reviewed bv: Terracon performed some informational moisture/density tests on 44`h Avenue's median subgrade. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A _1 rerracon _J C:\7erraeon\CMTl99 Projectsl991303\DailyrptG5-19•99.doe Ciient Name and Address: Project Name and Location: Number.: Reliance Development Company, LLP 1000 Rand Tower Walgreens - 44'" Avenue 44'" Avenue and Wadsworth Boulevard Terracon arrived on site to test the north parking area curb and gutter subgrade. Terracon observed Swerdferger, Inc., perform a proofroll of 44'6 Avenue median subgrade. Observations indicated stable subgrade. SERVICES PERFORMED AND WHERE: 3 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A lrerracon C:\TerreeonlCMTl99 ProjeetsW91303\Dailyrpt\540-99.doc ~O m N- ~ w n~ m a a a(~ a » m m > Ul ' (/l C a CD (D ~ Cn (n fn ~ Z o 0 a A ^ N O Oi v 0 0 ~ ~ ~ ~ d ~ ~ o 0 ~ > > + N m D ~ m m ~ m 3 tD N O n m ~ a M n y n ~ N c cn ~ - c O ~1 Q 7 C ~ ~ y ~ A tll N ry O . (p ~ ~ as P. d ~ a , Z D ~ o C _ D (A m , a v o m CD ~ N q! 0 CD y o m =r v < ~ cD v T o. D D D m = ~ ~ ~ ~ y (/f fA fA m C X C . cl N n O J ~ J W J N j R A A w O ~ -1 -n m m ~ N J ~ < C a ,N~ O V C ^ :E CD ' ^ CD ~ N o CL 2 C ' ~ c v r S ci p 3 fD OD N (J1 ~ . . O tT tJ+ ~ - O ~ A L 0 0 m m W a m afOO rn a ui w ~ y Z7 ~ Q ~ N N ~ N (~71 N ry 2. r ~ ~ a ~ ~ ~ o' ~ m~ A C2 1~ N Y O ' O ~ ~ N W 0 o 0 ~ N N W ~ . 1 W g G O IV ~ ~ ~ T m ' ~ e ~ m o o O ~ W d W O O tJi Q O N p O ~ ~ O 0 0 ^ ~ ~ A O ~ N f~D ~i W C ~ N N e ui, m ~ 7 Compressive Strength Test Report In generol compliance with ASTM. Terracon Project No. 25991303 Report No. 24 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 1303)423-3300 CI12f1L Reliance DeveloAment Company PrOJeCYWalqreens Retail store #4366 1000 Rand Tower 44th Avenue & Wadsworth Blvd. 527 Marquette Avenue South Wheat Ridqe, Colorado Minneapolis, MN 55402 atm:Michael S. Fraser Field Mix Data SampleDate: 05/ 18/ 99 Time: 0715 Material:lconcrete,grout.monad CONCRETE Sampled by: J. And2'ews Design Strength at 28 days 3000 psi Placement Description: IntET'lOT' f loor slab Ma[eriai Supplier. Ready Mixed Delivery Ticket No: 156338 Truck No.: 290 Mix I.D. No.: 564-24-67 Sample Location: G2'idline 2. 0 X D. 0 Coarse aggregate size: Admiztures: Batch size Icu.yd.): 8.0 Cu.Yd Olaced: 46/135 Placement Method: Pump Itlirec[ discharge, crane anC Eucket, pumpl Field Test Data Test Result Slump, in. 4.25 Air Content, °h 1 . 5 Concrete Temperature, ° F 62 Ambient Temperature, °F 50 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Frecture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi 4" x 8" Water added on site, gal.: 0 Batch time: 0649 Time in mixer, min.: 26 (the preceetling information obiainetl Irom tlelivery tickeq Specification 4" max Date submitted to laboratory 05/19/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 D.V 05/25/99 06/15/99 06/15/99 7 28 28 Ho1d 3000 3000 55190 4390 Comments: Distribution: ENEZEBE a b c d e f u F r a c t u r e Types NOYQS: ❑ FieIE mix antl f1eIE cest Eata pmvitleJ bv others ~ Fieltl [est tlata by Terracon in substantial acwrdance witM1 sampling ASTM C 112, Casting Specimens C 31, Slump C143, Air Contenc C 173 or C 231, Temperamre C 1064, Uni[ Weight C 138 Reviewed by: i Assistant P Mana er Compressive Strength Test Report In gerieral com0lience with ASTM. Terracon Project No. 25991303 Report No. CIIQIIY Reliance DeveloPment Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 ProjeCt Walcxreens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe Colorado A2[n: Michael S. Fraser Field Mix Data SampleDate: 05/18/99 Time: 1006 Material:lcancrete,grout,mortarl CONCRETE Sampled by: J. AndreWS Design Strength at 28 days psi Placement Description: F1ooT 51ab Material Supplier: Ready MiX Delivery Ticket Na: Truck No.: SampleLocation: 401 N. and 251 W. of S.E. corner Placement Method: Pump ltlirect tliscnarge, crane antl buckeq oumol Field Test Data Test Result Slump, in. 5.0 Air Cantent, % 1.2 Concrete TemOerature, °F 65 Ambient Tempereture, °F 60 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size _ Specimen No. Specimen Size, inches Cross-Section Aree, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, lbs. Compressive Strength, psi 411 x R" Mix I.D. No.: Coarse aggregate size: _ Admixtures: Batch size (cu.yd.): 8. 0 Cu.Yd placed: 100/135 Water added on site, gal.: 0 Batch time: Time in mixer, min.: (the Oreceetling information oCtaineG hom tlelivery [ickeq Specification n n - Date submitted to laboratory 05/19/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 D.V 05/25/99 06/15/99 06/15/99 7 28 28 Hold 49850 3970 Comments: Distribution: MEEZU;sY a h c d e f u F r a c t u r e Types Notes: ❑ Flele mix antl fieltl test Caca provitled by oNers El FieIE rest tlaca by Terracon in substantiel acrortlance wIN sampling ASTM C 172, Casting Specimens C 31, Slump C163, Air Canten[ C 173 ar C 231, Temperanre /J C 1064, Unit Weight C e Reviewed by: Ass istant P er Compressive Strength Test Report In geneial com011ance with ASTM. Terracon Prolect No. 25991303 Report No. 27 Clleflt Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneaoolis, hII1 55402 1 t'errmon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 PrOJCCtWalqreens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe, Colorado A[[n: Michael S. Fraser Field Mix Data SampleDate: 06/02/99 Time: 0930 MateriaC Iconc,ete,eroucmonan CONCRETE Sampled by: D. BYUbaker Design S[rength at 28 days 3000 psi Placement Description: Cur'b dnd qutter Material Supplier: Golden' S Company Delivery Ticket No: 469185 Truck No.: 279 Mix I.D. No.: 654011 Sample Location: EastbOUnd CuYb of Coarse aggregate size: 3/4" island of 44th from 0 to 275 'W. of Wadsworth Placement Method: DIRECT DISCHARGE (Oirect tlischarge, crone antl bucket, pump) Field Test Data Test Result Stump, in. 3.5 Air Content, % 7.1 Concrete Temperature, °F 65 Ambient Temperature, °F 70 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., 16s. Tested By Date Tested Age at Test, days FraCmre Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi 4" x 8" Admixtures: - - Batch size (cu.yd.): 12 . 0 Cu.Vd placed: 12/40 Water added on site, gal.: 0 Batch time: 0830 Time in mixer, min.: 60 (t0a pre<eetling Informacion obtaine0 from Gellvery tickeU Specification 4" max 5-8 Date submitted to laboratory 06/03/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 J.G 06 09/99 06/30/99 06/30/99 7 28 28 Hold - 3000 3000 41810 3330 Comments: Distribution: ZEEZUHE a b c d e f u Fracture Types Notes: ❑ Fieltl mix antl tieltl [en tlata Orovitletl by others 191 Field test Oata by Terracon in substantial acmr0ance with sam0ling ASTM C 172, Casting Specimans C 31, Slumo C143. Atr Content C 173 or C 231, Temperamre C 1064, Unit Weigh[ C 138 Reviewed by: Z Assistant P3 t Manager ~ Client Name and Address: Reliance Development Company, LLP South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 ILL_LDate: 5-12-99 Technician: S. Williams Reviewed b: ~~-<-WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on the slab subgrade 10 feet north of south wall and 60 feet west of entrance. SERVICES PERFORMED AND WHERE: 19g9 atO~ 1 moisture/density test ov~a~a~`ri`S"' Oat'°~CAeS CONFORMANCE WITH PROJECT REQUIREMENTS: CBO Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A ~YYR0v~9 lrerracon C:\Terraeon\CMTl99 ProjectsM1303\Dailyrpt\5-12•99.doc Client Name and Address: Project Name and Location: - 44'h Avenue evard Pro ect Number.: 25991303 Date: 6-4-99 Technician: J. Andrews Reviewed by: ~ Thoutt Brothers was placing concrete as curb and gutter along the north parking lot. SERVICES PERFORMED AND WHERE: One concrete slump and air content test, concrete and ambient air temperature measurements and cast 1 set of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lrerrocon Reliance Development Company, LLP 1000 Rand Tower 527 Marauette Avenue, South C'nh~nM_ 190 C:\Terracon\CMT\99 Projects\991303\Dailyrpt\6-4-99.doc 77'1 V.."Px0001e"d+- 234 Aspen Circle en, Colorado 80403 Bus:941-9272 Date: 6/17/99 Page 1 of 1 Inspex J/N: 99064 C7ient J/N: 25991303 Project Name: Walgreen's, 44th & Wadsworth C1ienYs Name: Tenacon Inc. Contractor: Catamount Construction Description of Work: VT of structural steel connection modifications. Persons Notified of Results: J. Cipazes/Terracon; N. Bolejack/Catamount Observations: Per the request of N. Bolejack of Catamount Construction, visual inspection of structural steel connection modifications was performed with results as noted in the following locations: Roof level, north wall at interior: Deck to edge angle repairs acceptably complete per Martin/Martin specifications by J. Robertshaw dated 613/99. Pharmacy Canopy: Bar joist to CML7 wall connection modifications acceptably complete per Martin/Martin Field Observation Report #5 specifications by J. Robertshaw dated 6/10/99. This inspection completes structural steel testing and inspection requirements for the project with all previously noted deficient conditions having been acceptably corrected per plan or engineer of record approved connection modification specifications. Compressive Strength Test Report In ganeml com0iianca witM1 ASTM. Terracon Project No. 25991303 Report No. 25 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031423-3300 CII@ftt Reliance Development Company PrOj2Ct walctreens Retail store #4366 1000 Rand Tower 44th Avenue & Wadsworth Blvd. 527 Marquette Avenue South Wheat Ridqe, Colorado Minneapolis, NIIN 55402 Attn:Michael S. Fraser Field Mix Data SampieDate: 05/18/99 Time: 1006 Material:lconcrete,grout,mortarl CONCRETE Sampled 6y: S. AndreWS Design Sirength at 28 days 4000 psi Placement Descripiion: F100Y Slab Material Supplier: REdCly Mix Delivery Ticket No: Truck No.: Mix I.D. No.: SampleLocafion: 401N. dnCl 251W. O£ Coarse aggregate size: S.E. CoTnex' Admixmres: Batch size Icu.yd.l: 8.0 Cu.Yd placed: 100/135 Placement Method: Pump Water adtled on site, gal.: 0 Itlirect aischarge, crane antl bu<kec, pump) Batch time: Time in mixer, min.: Field Test Data Ithe OreceeGing information ob[ained fmm delivery tickeq Test Result Specification Slump, in. 5.0 4" max Air Con[ent, °k 1.2 Concrete Temperature, °F 65 Am6ient Temperature, °F 60 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Receivetl Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi TotalLoad,ibs. Compressive Strength, psi Comments: Distribution: 4" x B" Date su6mitted to laboratory 05/19/99 A B C 4 4 4 12.57 12.57 12.57 D.V J.G. J.G. 05/25/99 06/15/99 06/15/99 7 28 28 4000 4000 49850 67550 70790 3970 5370 5630 ~ ~ EMO a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fieltl mix antl fieltl [est Daia provitletl by others ~ Fieltl test tlata bY Terracon in substantial acwrtlance wiID samDling ASTM C 172, Casting Specimens C 31. Slump C143, Air Contant C 173 or C 231, Temperamre C 1064, Unit Weight C 130 Reviewed by: Assistant ct Mana er id Date: 4/19/99 Page 1 of 1 234 Aspen Circle JIN: 99064 ;oGolen, Colorado 80403 Bus:941-9272 Client J/N: 25991303 Project Name: Walgreen's, 44th & Wadsworth C1ienYs Name: Terracon Inc. Contractor: Catamount Construction Description of Work: VT of structural steel erection. Persons Notified of Results: J. Cipares/Terracon; N. Bolejack/Catamount Observations: Per the request of N. Bolejack of Catamount Construction, visual inspection of the erection of structural steel was performed at the roof level at lines A-E, 1-4. A325 bolt connections and bar joist welding were found acceptably complete in all areas escept at lines D-E, 1-2 where joist erection was noted as ongoing this date. Larry D. tnorbiomson \$CW711/ Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue I IIII A.. J\A/~J~...~JL I1-. Project Number.: 25991303 Date: 4-21-99 Technician: S. Williams Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Shares Masonry grouted a masonry block wall at an elevation of 16 to 20 feet above finished floor elevation, at a distance of 0 to 4 feet south and 0 to 15 feet east of the northwest corner and 0 to 15 feet north and 0 to 4 feet west of the southeast corner. AYpROv SERVICES PERFORMED AND WHERE: 1 masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. 012, o1999 CgOIM d gaAdmioistcatoc COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Jim with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon C:\Terracon\CMTU9 ProjectsU91303\Dailyrpt\421-99.doc Compressive Strength Test Report In general compliance wi[h ASTM. Terracon Prolect No. Report No. 25991303 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)-423-3300 CII@nt Reliance Development Company LLP PYOJ6CtWalqreens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth B1vd. 527 Marquette Avenue South Wheatridae Colorado Minneapolis, hIIN 55402 Attn: Michael S. Fraser Field Mix Data SampleDate: 03/29/99 Time: 1315 Material: Iconcrere.groutmortarl GROUT Sampled by: J. Andz'eWS Design Strength at 28 days 1000 psi Placement Description: Ma50Rxy b10Ck wall Material Supplier: Ca[Rd5 Delivery Ticket No: 0022083 Truck No.: 125 Mix I.D. No.: Sample Location: E. 0 X 3.5 Coarse aggre9ate size: Admixtures: Batch size (cu.yd.): 4. 0 Cu.Yd placed: 4/4 Placement Method: DIRECT DISCHARGE Water added on site, gal.: 0 Itlireci tlischar9e, crane ana buckeq pum01 Batch time: 1245 Time in mixer, min.: 30 (tM1e preceeCing'mformation o0tainetl from Celivery ticket) Field Test Data Test Result Specification Slump, in. 10.0 10" maX Air Content, % - - - - Concrete Temperature, °F 71 ' - Amhient Tempereture, °F 65 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 3.5" X 3.5" X7" Date submittetl to laboratory 03/30/99 Specimen No.' Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Campressive Strength, psi Comments: A B C 13..338 13.691 13.684 M.S M.S J.G 04/0 5/99 04/26/99 04/26/99 7 28 28 1000 1000 27380 45130 43350 2110 3300 3120 Distribution: ~EMBE a h c d e f u F r a c t u r e Types Notes: ❑ Fieltl mix antl fieltl test Cata Orovitletl by otheu ~ Fleld test da[a by Terracon in generol compliance with ASTM C 1019 Reviewed by< Assistant Project Manager CTC-GEOTEK, INC. ENGWEERING TESTING INSFECTION May 7, 1999 CTC-981112 Mr. Gary Wardle City of Wheat Ridge Parks & Recreation 7500 West 29`h Avenue Wheat Ridge, CO 80215 44R~v~9 ~V o`$a s OC$ci aes Reference: Wheat Ridge Recreation Center Dear Mr. Wardle: Enclosed please find inspection reports for work performed at the above referenced project through Apri130'h, 1999. If you have any quesrions, or if we can be of further assistance, please do not hesitate to call. Sincerely, CTC-Geotek, Inc.< lArthur P. Reed Principal APR/aj Enclosure cc: Barker Rinker Seacat Architecture/Craig Bouck Martin & Martin/Tom Moe Adolfson & Peterson Construction/Chris Ferguson ACR Engineering/John Rossini Codes Administrator/Darin Morgan 155 SOUTn vlasonry Specia] Inspection Report Daie of Inspection _~J-2 4 - « CTC-GEO ENGINEERING TESTING INSPECrION Paae 1 of )2,( ) / CTCProjectrumber Project Name: /~/.~f.EA f Contractor: ,Qada'<-'Az 4'' IJ&62"0,v Nlasonry construction was observed on a Il timz O, ort time O, ceridic (--~basis. Required compressive strength values (as par conseruccion documena) Pm"'torar CU (osi), Grou[ 30 AU (P5t)• For inspection area locarions and related specific comments see reverse side of inspection form Mortar Type & P Type Portland Masonry I Lime I Sand I Commzncs Cemen[ Cement Unit O TYPe,() TYPes: ~12 J d- C` tr t1 Starage Conditians: y' Condition of unics ac time of use: 1"4 Unit Placement : [ncznal blorcar Fins: APC ,Plumb /9r'F Tooling Arr Pattem: &l.uA(~i Reinforcine Steel: Splice Length: A ^C HorizontallointReinForcing: o_ -SpliceLength: ~~?rlc` - Veccical Reinfoccin~ Splice Length: R Bond Beam Reinforcing: Splice Length: ' Continuation Steel: Embedded Structuml Lintel Grourine: Fine Grout Coarse Grouc Hi;Lifr O Placement heighc: oc Courses , Condicion of clean-oucs Low Lifr Placemenc height: , m of Courses Condicion of cells ) - Sice biixed ( ) Proporcions: , Su lier. , SozciEzd Campressive S~'ength: Pre b[ixed Delivzry O~tix Code pp Time Bacched:_ Time Placed:_, Slump ac cimz of placzmenc Consolidacion Mzchods: - ,\,Sasonry Special Insp2cror.- 44 iAl'y INC. - - ,...:3 Page 2 ( ) of 2 ( ) Test Samples were taken (.Y Were not taken Type Of Test:( Description of specimens - CTC Test number) Date of Inspection 7- q Unit O-# -CTC9 , Hollaw prism N}--. 3-CTCm 6 ~jIrouc! Ntorcaz strengch 3 ~48 Grout compressive stren.ath ( -CTC-1 -CTCm The work inspected this date m lied, ()Did ~Iot Comnlv to the project specifications. Discrepancies noted (w- re corrected were not cortected prior to the close of this inspection. Reinspection is, ( i~ not required. General Field Observations: ,P i6` " c- ` S /`F,dii/At I~l.fsS.t0C /v/ ~ 2 ,fw ' pia~ut tJeUiLe XA/'k (`~Ar>ivH 9OA FAMk PA,r I .a•-r ~L~.C1T il .ni !R ~I-7" !~F lretil~~ . Ar i . - - i 7 ~ NIasonry Special Inspection Report Date of Inspection -GEOTEK, /NC. CTC ENGINEERING TESTING INSPECTfON .!V-9,?--~~ Page 1 of ( )2,( ) Project Name: L12 yI CTC Project rumber It _5L I / _L 3 Contractor: 44m,c11o,Lz Masonry construction was observed on a full time O, narttime O,ne riodic (L~basis. Required compressive strength values (as per conscruction documenu) Pm,,; ao (psi)• Mortar /SO d (Psi), Grouc3ODO (psi). For inspection area locations and related specific comments see reverse side of inspection form Mortar Type & Proportions: n Type Porcland Masonry Lime Sand Commzncs Cement Cement Unit Type, Types: Scorage Conditions: FR. Condition of unia at time of use:. Unit Placement : Pattem:~: Plumb `4rF Tooling ~G ~r' Incenal ~tottar Fins: i° t k~N A.?- Reinforcing Steel: ~l~ ~ Splice Lengch: Ac'?' Horizontal Ioint Reinforcing: n "-2 / API91J141ra, YGSpliceLength: Fr," Vettical Reinforcing: ~ ~c _Splice Length: xF ~ Bond Beam Reinforcing: ^ Continuation Steel: Splice Length: ,4 /'C Embedded Scructural Connections: ~ Linml Grouring: Fine Grout O Coarse Grout Hi~h Lifr Placement height: , R of Courses , Condicion of cleasi-ouu L ° of Courses 6 Condition of cells kA n Low Lifr ( ) Placement heigttC Site Mixed PropoRions: & RA 000, ' 'r Su lier: l frit , Specit~zd Compressive Sa'ength: Y 00 6 Pre btixed Delivery O Mix Code ~Pp Time Batched:_ Time Placed:_ Slump at time of placement Cor.solidation Methods: Masonry Speciat Insoecror: r, a~l11 = 363 F°&;^Sg Page 2 ( ) of 2 ( ) Test Samples were taken were not taken 'I'ype of Test:( Description -9 of specimens - CTC Tesc number) Unit -CTC# , Hollow prism n -CTCR Grout compressive strength ( Date of Inspection-~--,? -CTC"~ , Grout / hfortaz strength ( -CTCR The work inspected this date ( a.~Comnlied, ()Did Not Comnlv to the project specifications. Discrepancies noted (~~&ere cea• "'ere not corrected prior to the close of this inspection. Reinspecti0n ( )-ia, ( ~riic not rea°Yirea• General Fieid Observarions: n c'-!".~ F', a.. p., . 4,: r• 7- ° / / , , 11 ~ T rJ,+ ,e - : lvIasonry Special Inspecrion Report Date of Inspection _if-29-49 15,_ r_-rc.GEOTEK, ►NC. ENGINEERING TESTING INSPECTION Yageiock k ~ Project Name: i .~,~,e.rs /a.o.Ct W ' " ''-1 CTC Project Number r ! COIItractOl" dr 4 r~"'''^~ Masonry construction was observed on a fii 1] tim e(), vrt time eo riodtc (Y'~ basis. er construction documenu) (psi). Mortar !".'c (psi), Grout_3r0!~ (psi). Required compressive strength values (as p For inspecrion area locations and related specific comments see reverse side of inspection form Mortar Type & Proportions: Lime Sand Commznts Type Portland Masonry Cemen[ Cement 12 Unit Type, TYPes: Storage Conditions: T Condition of units at tune of use: r'~ ~,fv Unit Placement : , F~ Incemal NfortarFins: Pattem: Plumb r~_-Toolin~ Reinforcing Steel: gpiice Len,h: Aorizontal7ointReinforcing: 2,4 e 7'_ 2~i"!,F lf~. Leng - Veaical Splice Length: f Bond Beam Reinforcing: f" ; `r' $plice Length: X~ • ; Continuation SteeL _ Embedded Struccual Connections: .1 F Lin[el Clearances: ) Coarse Grout ~ Grouting: Fine Grout R af Counes , Condition of cleaz High Lifr ( ) Placement height: Low Lifr Placement height: , R of Courses Condition of cells Site Mixed ( ) Propoarons: , Supplier:____._, SPzcified Compressive Stren~ h: Code Pre Mixed Delivery ( ) Mi:c Time Batched:_ Time Placed:Slump at time of placement Consolidacion Methods: Masonry Special Inspector: 6 fx.'Al 303 69a-1;53 Page 2 ( ) of 2 ( ) Date of Inspection were not taken Test Samples were taken ( ) , 'I'ype of Test:( Description -P of specunens - CTC Test number) u , Hollow prism ( -CTC1 , Grouc / ~Lvfottar screngch ( )-n -CTC: , Unit CTC.. ( - Grout compressive strength ( )-n -CTCR The work inspected this date (,j om lied, ()Did Not Complv to the project specifications. Discrepancies noted (J-jw~ere cor ected ()were not corrected prior to the close of this inspection. ReiIISpectiOII nnt requiTed• General Field Observarions: F4 4.4 J c'a / Ic: ni.tttavr6 / 4 . . i ~ ; ~u i . vlasonry Special Inspection Report t, CTC-GFOTEK, INC. Date of Inspection I ! -A I- S~ ENGINEERING TESTING INSPECTfON Page 1 of ( )2,( ) CTC Proj Project Name: /,~✓H~,r,r> /°'Z~'a ect Number~ Contractor: ,¢pDX<St Masonry construction was observed on a fiill time ( ) , oart time oeriodic (x) basis. gequired compressive strensth values (as per conscruction documenu) F'm (psi), %lortar (psi), Grouc (psi). For inspection area locations and related specific comments see reverse side of inspection form Mortar Type & Proportions: Type Poctlan d Masonry Lime Sand Commzncs Cement Cemenc Unit Type, Types: Storage Conditions: Condition of uniu at tune of use: Unit Placement : Toolin~ Incenal Morcar Pattern: , Plumb~ ~ Reinforcing Steel: H 'zontat Joinc F Splice Length: on ~ Sp(ice Lengch: Vettical Reinforcing: $plice Length: Bond Beam Reinforcing: $piice Length: Concinuation SreeL• Embedded Structuml Lintel Grouting: Fine Grout Coarse Grout High Lifr O Placement heighr. , R of Courses , Condicion of clzaz Low Lifr Placement height: ,I of Courses Condition of cells Site Mixed ( ) Proportions: Supplier:~-I SPzC1tizd Compressive Srrength: Pre b[ixed Delivery O Mix Code Slump at time of placement Consolidation Methods: _ Time Placed: Time Batched: Masonry Special Inspector: ~ / ~4 303 F98-11~53 _ ~ ~ Page 2 ( ) of 2 ( ) Test Samples were taken were not taken 'j'ype of Test:( Description af specimens - CTC Test number) Date of Inspection Unit -CTC9 , Hallow prism ( " -CTC", , Grout / Morcaz strength ( )-F -CTCR ( Grout compressive strengch ( -CTCm The work inspected this date ( ) Comnlied, )Did Not Comnlv to the project specifications. ~ Discrepancies noted ()were corrected. were not corrected prior to the close of this inspection. Reinspecrion ( ) ig, ( ) not~!T?d• General Field Observations: „ 4) 3' 0'7 A //!U . CTC-OEOTEK ENGINEERING 1ESiING INSPEC110N 155 S. Navajo Denver, CO 80223 303-698-1050 FAX 303-698-1053 JOB NAME: Wheat Ridge Recreation Center TYPE OF MATERIAL: Grout DATE CAST: March 15, 1999 SUPPLIER: Rio Grande GROUT TEST RESULTS JOB NO.: 981112 TEST NO.: 221 CTC REP.:M. Kuhlmann TRUCK: N/A TICKET NO.: N/A MIX I.D.: Site Mixed TIME BATCHED: TIME TESTED: LOCATION: 8" CMU wall at grids 1-C to K; elevation 100'-0" to 104'-0" PHYSICAL PROPERTIES: SLUMP: 10" MATERIAL TEMP: 48° F AIR TEMP: 44° F PROPORTIONS: - Rio Grande pre-mix grout CEMENT: 1 ft3 SAND:3 fr' WATER: To consistency at site COMPRESSIVE STRENGTH Specified 28 day strength (psi) 3000 Test Spec. I.D. Age Days Diameter (inches) Strength (psi) Average Strength 1 7 2.75 4540 2 Zg 2.75 5670 3 Zg 2,75 5120 5195 4 Zg 2,7$ 4800 Reviewed By: , 1 Bituminous Mixture Test Results Client Name: Reliance Development Company, LLP Address: 1000 Rand Tower Project No.: 527 Marquette Avenue South Mix Source: Minneapolis, Minnesota 55402-1301 10625 W. I-70 Frontage Road North, Suite 3 Wheat Ritlge, Coloredo 80033 Phone: (303) 4213700 / Fax: (303) 427-3357 25991303 Date of Report: 3/16/99 Project Name: Walgreens Retail Store #4366 Mix Type: Sample I.D. No.: 1303-14 Location: 44th Avenue & Wadsworth Boulevard Sampled By: J. Andrews Date: 3/16199 Wheat Ridge Colorado Submitted By: J. Andrews Date: 3/16/99 Sample Location: Reviewed By: Test Procedures: ASTM D 2172, Quantitative Extraction of Bitumen from Bituminous Paving Mixtures, Method _ X NCAT Asphalt Content Tester The test procedure used to develop the data in this report is in general accordance with procedures accepted 6y multipie governmental agencies, but is not currently an ASTM or AASHTO standard. We are using the procedure in place of standard ASTM or AASHTO procedures in the interest of improved health and safery of our employees and the reduced impact on our environment. Please contact our office if you have any questions. + I Innn..crocrl fnr onnranato woinht Inas (NnicallV -0.3 t0 -0 6% Bituminous Content, % 5.0` Total Mix 95.0 Total Aggregate Specification limits: Sieve Analysis of X Ignited Mineral Agg. Extracted Agg. Cold Belt Combined Sieve %Accumulative S ecifcation Size X Passing Retained Min. Max. 1-1/7' 1" 100 3/4" 98 t /2" 74 3/8" 65 1/4" - #4 55 #8 47 #10 #16 39 #30 31 #40 #50 24 #80 #100 16 #200 11.1 PAN Comments: Time sampled: Physical Properties of Bituminous MiMures: X ASTM D 1559 X 50 Blows per Side 75 Blows per side _ASTM D 1560 and D 1561 Property Standard Results: Avg. of 3 Specimens Specif- cation Bulk Density (pcf) 153.6 Bulk S ecifc Gravi 2.463 Theoretical Max. S ecific Gravi Air Voids % VoidS Filled °k Voids Min. A re ate °h Stabili ounds 3820 Flow 1/100 inch 13 Tem ereture of mix Lab °F 140 Batch Ticket No.: Load Tonnage: re.°F: Truck No.: Cumulative 10625 W. I-70 Frontage Road North, #3 Ire rracon Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: 303 423-3353 4Y£ - ) 1} F~:~2QP~t. ~~€3F 0 ~tl:~ ;y PHL , ~ ~ ,W~..:,~ . aient Name Reliance Development Compa ny, LLP project nlumber: 25991303 and Address: 1000 Rand Tower 5_21_99 Date of Report 527 Marquette Avenue South : Minneapolis, Minnesota 55402-1301 Attn: Mr. Michael S. Fraser Project Name Walgreens Retail Store #4366 Sample ID Number: 1303-22 and Location: 40 Avenue & Wadsworth Boulevard viewed B : R Wheat Rid e, Colorado y e Sampled By: A. Chavez Date: 5-10-99 Type of Material: S'iIty sand with gravel Submitted ey: A. Chavez Date: 5-10-99 Source of Material: Import Sieve Af1al sis, ASTM C176tD4221D114 rr Soil Classifcation: Gra ish brown, sil sand with revel A-1-a SM Liquid Limit and Plasticily of Soils LL = Non-plastic Sieve % Passing pl= Non-plastic Size Accu muiative Specification qSTM 04318 PI = Non- lastic 7" Moisture-Density Relations Maximum Dry Density, (pcf): 114.0 21 ASTM D698; ❑ ASTM D1557; Method: Optimum Moisture. h: 14.0 6„ 51, Specifc Grevity of Soils (minus #4 material) ASTM D854 Specific Gravity: 4„ 3" Resistance'R' Value of Compacted Soils ASTM 02844 'R' Value: 2„ V Other. 31a , 1/2 " 3 , gpVEIL' ,8 App #4 's 1999 p 1 ~N as J 51 nistrator L inl~'1°rgaA a~s dm pac C~ CBpI #30 #40 22 #50 #100 #200 7.5 Copies: Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Project Name and Location: Walgreens - 44`" Avenue 44th Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 5-11-99 Technician: S. Wiliiams Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Catamount Construction was applying moisture and a compactive effort to the slab subgrade for the interior floor. A proof roll was observed by Terracon and areas were found to have significant yielding of the soil. These areas were reworked into conformance through remove and replace methods. SERVICES PERFORMED AND WHERE: 1 slab foundation observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N!A lrerracon L:\CMT\99 PROJECTS\991303\Dailyrptl5-11-99a.doc Di41LY REpOaT'_- . Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44`h Avenue 44'h Avenue and Wadsworth Boulevard Pro ect Number.: 25991303 Date: 5-11-99 Technician: A. Sonier Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site for the buildings interior subgrade proof-rolling and density retests. Subcontractor had already departed for the day. Site superintendent requested another visit be scheduled for 5-12-99 at 9:00 AM. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMT\99 PROJECTS1991303\Daityrpt\5-11-99.doc Client Name and Address Project Name and Location: - 44th Avenue Pro'ect Number.: 25991303 Date: 5-12-99 Technician: D. Redman Reviewed bv: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform a foundation observation on the subgrade for the interior floor slab. Terracon observed that the subgrade was yielding from 0 to 40 feet west and 0 to 50 feet north of the southeast corner of the building. Terracon recommended stabilizing this area before the placement of a moisture barrier. SERVICES PERFORMED AND WHERE: 1 foundation observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were not in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South C:\Terrecon\CMTU9 ProjectsU91303\Dailyrpt\5-72-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower Minnea olis, MN 55402 Project Name and Location: Walgreens - 44`h Avenue 44th Avenue and Wadsworth Boulevard Pro ect Number.: 25991303 Date: 5-13-99 Technician: J. Andrews Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to observe compaction and the application of the interior slab subgrade. SERVICES PERFORMED AND WHERE: 4 moisture/density tests. CONFORMANCE WITH PROJECT REQUIREMENTS: Test resuits were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N!A lrerracon L:\CMT\99 PROJECTS\991303\Dailyrpt\5-13-99.doc M i c $ •g n ~ v v v v ~ M ~ C N~ o e o o o o ~ o a o o ~ c b ~ f0 ~(O ~(O ~ (0 O A M M ~ a i N ~ N ~ N ~ N 0 X p~ O LL u a * o R o ~ v oi v O \ ~ U _ O ~ 'o ' N o d~ p ej Q) ~ rC o W 0 0 N 10 N Q G : ~ N ~ ~ 0) 0) 0) 0) _ ~ L o . t Of J ~ V1 Y 0) O O 00 C C~ e- Qf O O ~ CU 0) Q (O J Z' U (D c 0 O O O O n c a ~ ~ ~ U J 0 E U o c a Z O N N d 2 ~ ~ ~ ~ in M < i T a N ~ m 0 12 o a ~ 'o a w ~ d m ' ` ~ a iL ~ m N V 'Q O N N N ~ o 7 ~ 0 U ti C~ C7 C9 y cc ~ d oi o0 00 oi ~ Q' ~ W O O O O N ~ N N N N d ~ L lL d r p- ~ ~ m (1) W N W ~ N ~ O ~ N N N ~n N U fn N ? 3 ii o~ m m ~ '0 p E N Un Q ~ m 0 a a o a? ~ v t0 ~ W ~ ~ LL N ~ ~C (D Q O C ~ N c9 N ~ 0 ~ co ~ QD C ~'N °o r N c m Q L O `m N Z E N Z N ? E N ? E I E n U N U V U N U ~ rn rn rn m a3 Q' v v v E Z m ^ ~ Q z U J F Z N f7 ~T U Q d ❑ ~ ~ ~ cn m d Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44`h Avenue 44`h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 5-14-99 Technician: J. Andrews Reviewed bv: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to observe placement of minus'/<" aggregate for the moisture barrier of the interior slab. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A .lrerracon L:\CMT09 PROJECTS4991303\Dailyrpt\5-14-99.doc l rerrocon 10625 W. I.70, ironteBe PJ. N., Suite p] Wheet HIEge. ColoreJU 80033 17031 42J-3300 I3031 423-3353 COMPRESSIVE STRENGTH OF MASONRY PRISMS In accordence with UBC Std. No. 27-17, 1997 Except where noted TERRACON PROJECT NO. 25991303-18 CLIENT Reliance Development Company, L L P PROJECT Walgreens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth Boulevard 527 Marqueite Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER SI2E in GRADE SPECIFIED MORTAR MORTAR: TYPE Mixed on Site STRENGTH @ 28 DAYS: 1,500 psi SPECIFIED GROUT GROUT: SUPPLIER STRENGTH @ 28 DAYS: psi MIX I.D. PRISM CONSTRUCTION DATE ASSEMBLED: NO. OF PRISMS IN SET: DATE GROUTED: DATE SUBMII'TED: AREA REPRESENTED: 03/25199 4 N/A N/A Mortar 2x4 MORTAR SPECIMENS CAST: YES NO MORTAR SPECIMEN SET NO. 1303-18 GROUT SPECIMENS CAST: YES GROUT SPECIMEN SET N0. ~v9 QR 19g a a ' COMMENTS: SAMPLES PREPARED BY: LABORATORY TEST RESULTS SAMPLE SET N0. A B C D E F G AGE, DAYS 7 Z$ 28 TEST DATE a/i/ss 4/22l99 4/22/99 LENGTH, in. THICKNESS, in. HEIGHT, in. 4•17 AREA, in'. 3.14 TOTAL LOAD, Ibf. 6,300 PRISM COMPRESSIVE STRENGTH, psi 2.010 Average Compressive Strength of Mesonry Prism @ 28 Days: pei Specified Design Streagth (f'm): pei COPIES: REVIEWED BV: ~ lrerrocon 10835 W. I-70. Frontepe Hd. N.. S.R. 03 Wheel Hidge, Caloretlo 80033 13031423-3300 13071123-3353 COMPRESSIVE STRENGTH OF MASONRY PRISMS In eccordance wlth UBC Std. No. 21-17, 7997 Except whare noted TERRACON PROJECT NO. 25991303-20 CLIENT Reliance Development Company, L L P PROJECT Walgreens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth Boulevard 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER MORTAR: TYPE GFOUT: SUPPLIER Camas MIX I.D. SI2E in SPECIFIED MORTAF STRENGTH @ 28 DAYS: SPECIFIED GROUT STRENGTH @ 28 DAYS: GRADE psi 1,500 psi PRISM CONSTRUCTION DATE ASSEMBLED: N0. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: 03/26/99 4 03/26l99 MORTAR SPECIMENS CAST: YES MORTAR SPECIMEN SET NO. GROUT SPECIMENS CAST: YES GROUT SPECIMEN SET NO. 1303-20 NO NO COMMENTS: SAMPLES PREPARED BY: LABORATORY TEST RESULT5 SAMPLE SET NO. A B C D E F G AGE, DAYS 7 28 28 H TEST DATE 412i99 04n3/99 04n3/99 LENGTH, in. THICKNESS, in. HEIGHT, in. 7.66 AREA, in'. 73.35 TOTAL LOAD, Ibf. 23,790 PRISM COMPRESSIVE STRENGTH, psi Avarege Comprassive Strength of Masonry Prism @ 28 Days: psi Specified Design Strength IT'm1: psl COPIES: REVIEWED BY: ~'S~ j J~j Y t }t~+q Sp„~ `rysy S A 4 4 Nk . 6 4.~ a:.w~ y y., M( A R i +r.'~'. ~vE ~N*2.>f'~Lot'$„['~' rNC"`r~k~rf ( a~'~d' F~tY 4. a~~ie " F ( ~ ~ :•i i ~ u 4L~ {41 3 2 ~ i 1 ^..fiux55 t.k 4 r !j, . Sa . M1d}, .A}.X 6. }Y!!i t..t('s ~.'±W^'~ 1... .Y Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Project Name and Location: Walgreens - 44" Avenue 44`h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3/8/99 Technician: P. Peeders Reviewed by: ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Thoutt Bros. Concrete applied moisture and a compactive effort to curb and gutter subgrade. SERVICES PERFORMED AND WHERE: 8 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A „ lrerracon N:\CMT\99 PROJECTS\991303\Dailyrpt\3-8-99.doc ~ .-d. N ~y C L i ~ _ m t~ O M ~ d~ u ~ O LL O ~ O ~ ~ U t~f y fp V ~ w . . Lm M y O1 0 ej a d (D ~ U m 00 ~ ~ L ~ a N ~ n a v c 0 U ~ ~ E m E o U o Z p L U ~ ~ FJ ~ ~ ~ d y (D o 0 ~ m . ~ c9 a i Of r :3 N Nd I.b N `N r Z~ y C G1 ~ ~ 5 LL N O N 0) 2.1 N R ~ G ~ 0) Q 0 U ti m ~ ~ (6 a~ L? > ~ > m L L ~ O Q a U) N = ° ~ v 0 m i ` > v. N a Z L 'O ~ O a U ~ C ~ ~ O o ~ o ni ~ (A Z y d `o U Q ~ N N -Oceu N E f0 Z C ~ ° E ~ m ~ O U cc a` 0 -j 0 ~ ~ N N N N N N N N ~ C ~ 4? o 0 o 0 o 0 o 0 o 0 0 0 0 0 0 0 ~ O N O uj O uj O uj O uj O N O uj O uj ~ a (O (O O T7 I- ~ c U N N M N ~ ~ ~ tn N ~ N ~f1 l(1 N a~ 0) W C" 0) M m 01 W ~ o + ~ o rn r ~o o o tn In n a~ o rn rn rn rn rn rn ~o 3 v~ ~n v~ u~ vQ 0 u~ Ln 'c ~ N N N N ~ N ~ N 0 r v rn ~n r~ ro o ~ v ' Ln n ~ o> ao Co co v ~ a N f- 00 N GO M N V' .a ch N N N N N N ^ ~ w I (A I I t4l (n I tn I !A I !A I (A ~ u lL d 0 3 3 u 3 h 3 N E ~ E o ~ ~ ~ z cn ~ ~ 16 $ $ a~ ;4 ~ JS p ~ Z ~ Q Q Q ~ ~ ~ ~ (pp N Q tI~ :u y j y S i `o o U ~ rn m rn m m rn rn m y Z N C] V' tn f0 I~ oJ 1 m m m a l rerracon COMPRESSIVE STRENGTH OF MASONRY PRISMS 10815 W.1-]0, Frantspe NE. N.. Suits XJ In eccordance with UBC Std. No. 21-17, 7997 Whaet NIEBe. Colorado 80033 E%Cept WhBfB f10tBd U031 423-3300 _ TFRRACON PROJFCT NO_ 25991303-77 n'l CLIENT Reliance Development Company, L L P PROJECT ¢ Walgreens Retail Store M4366 5aQ J!~ 1000 Rand Tower 44th Avenue & Wadsworth B 2 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 ~ Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER MORTAR: TYPE GROUT: SUPPLIER Camas MIX I.D. 0-B-04-70 ,c( SIZE ~+K DE SPECIFIED MORTAR STRENGTH @ 28 DAYS: psi SPECIFIED GROUT STRENGTH @ 28 DAYS: 1,500 psi PRISM CONSTRUCTION DATE ASSEMBLED: NO. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: 4 03/25/99 MORTAR SPECIMENS CAST: YES NO MORTAR SPECIMEN SET N0. GROUT SPECIMENS CAST: YES NO GROUT SPECIMEN SET N0. 1303-17 COMMENTS: Grout SAMPLES PREPARED BY: LABORATORY TEST RESULTS SAMPLE SET N0. A B C D E F G AGE, DAYS 7 28 28 TEST DATE 417/99 04n2l99 04i22i99 LENGTH, in. 3.63 THICKNESS, in. 3.67 HEIGHT, in. 6.24 7.00 6.e0 AREA, in'. 13.31 15.85 15.50 TOTAL LOAD, Ibf. 3i,ooo 44,490 49,120 PRISM COMPRESSIVE STRENGTH,psi 2,280 2,810 3,170 Average Compressive Strength of Mesonry Priam @ 28 Days: 2,990 pai Specified Design Strength (f'm): 7,500 pa{ COPIES: REVIEWED BV: l rerrocon 10825 W.1-]0. Fronupe NE. N., Suka 03 Whut NWOe. Colamdo 80037 J3031123-]]00 13031423-3353 COMPRESSIVE STRENGTH OF MASONRY PRISMS In eccordance with UBC Std. No. 21-77, 1997 Except where notad TERRACON PHOJECT NO. 25991303-18 CLIENT Reiiance Development Company, L L P PROJECT Walgreens Retail Store #4366 7000 Rand Tower 44th Avenue & Wadsworth Boulevard 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER SIZE in GRADE SPECIFIED MORTAR MORTAR: TYPE Mixed on Site STRENGTH @ 28 DAYS: 1,500 psi SPECIFIED GROUT GROUT: SUPPLIER STRENGTH @ 26 DAYS: psi MIX I.D. PRISM CONSTRUCTION DATE ASSEMBLED: N0. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: 03/25/99 4 N/A N/A Mortar 2x4 MORTAR SPECIMENS CAST: YES NO MORTAR SPECIMEN SET N0. 1303-18 GROUT SPECIMENS CAST: YES NO GROUT SPECIMEN SET NO. COMMENTS: Mortar2 x 4 SAMPLES PREPARED BY: LABORATORY TEST RESULTS SAMPLE SET N0. A B C D E F G AGE, DAYS 7 28 28 29 TEST DATE an/ss 4/22/99 4/22/99 4/23/99 LENGTH, in. THICKNESS, in. HEIGHT, in. 4.17 4.35 4.28 4.28 AREA, in', 3.14 TOTAL LOAD, Ibf. 6,300 11,720 13,240 13,490 PRISM COMPRESSIVE STRENGTH, psi 2,010 3,730 4,220 4,300 Average Compressive Strength ot Mesonry Prism @ 28 Daya: 3,980 pal Specifled Design Strength (T'm): 1,500 pal COPIES: REVIEWED BY: ~ lrerracon 10825 W.1-]0. Fmntspa Pd. N.. Sulte wn.a niaea. comr.eo eooaa 1303) 423-3300 13031423-3353 COMPRESSIVE STRENGTH OF MASONRY PRISMS In eccordanca with UBC Std. No. 21-17. 1997 Except where noted TERRACON PROJECT NO. 25991303-20 CLIENT Reliance Development Company, L L P PROJECT Walgreens Retail Store /14366 1000 Rand Tower 44ih Avenue & Wadsworth Boulevard 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER MORTAR: TYPE GROUT: SUPPLIER Camas MIX I.D. SIZE in SPECIFIED MORTAR STRENGTH @ 28 DAVS: SPECIFIED GROUT STRENGTH @ 28 DAYS: GRADE psi 1,500 psi PRISM CONSTRUCTION DATE ASSEMBLED: N0. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: 03/26/99 4 03126/99 MORTAR SPECIMENS CAST: YES MORTAR SPECIMEN SET NO. GflOUT SPECIMENS CAST: YES GROUT SPECIMEN SET N0. 1303•20 NO NO COMMENTS: SAMPLES PREPARED BY: ~ LABORATORY TEST RESULTS SAMPLE SET N0. A B C D E F G AGE, DAYS 7 28 2e r+ TEST DATE 412199 04i23i99 04/23/99 LENGTH, in. THICKNESS, in. HEIGHT, in. 7.66 7.00 7.58 AREA, in'. 73.35 13.09 13.91 TOTAL LOAD, Ibf. 23,790 37,380 35,950 PRISM COMPRESSIVE STRENGTH,psi 1,760 2,860 2,590 Average Compressive Strength of Mesonry Prism Q 28 Days: 2,7$0 pal Specified Design Strength If'ml: 1,500 psi COPIES: REVIEWED BY: Ciient Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'" Avenue 44'" Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3/8/99 Technician: P. Peeders Reviewed by: ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Thoutt Bros. Concrete applied moisture and a compactive effort to curb and gutter subgrade. SERVICES PERFORMED AND WHERE: 8 moisture/density tests "4Ygo~ 1999 CONFORMANCE WITH PROJECT REQUIREMENTS: PQ~~ 4~atOt Test results were in conformance. pCaV~ OICAe' COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon \@5-SERVERt\PUBLIC\CMT\99 PROJECTS1991303\Daityrpt\3-8-99.doc ~ i ~ ~ N N N N N N N N fn M c C M O~ ~ = o ~ 6 q ~ q 6 9 6 q 6 q 6 q 6 q~ 0 ~ ~ LL OI u L~ ~ ~ e <o t0 f0 a0 LO 'M O~ - V O ~i ° o c 3 cg N ( c ( . n ,a ~ d r ~ 'c c ° N A o ~ 3 ae 3a~ ID ~ . , $ a 7 to QI LO CD LO CD LO m tr) O) Lo m Lo 01 LO (3) f~V m , m _ 0 ~ a 0 o N ` N a~ + O Mf 6 2 6 O~i m ~ N ~ CD 00 a N O ~ U 0 a. v c o ' U ~ LL'1 1l'1 tn tl7 N U? IQ Q u1 1[] 1n ui to E ~ r ~ r a- r e - r r d Q V Q o c n E Z " O Y ~ m a~i Cl) m m o ~ Ih L6 O Oi N N 3 d J H lL 9 d' U) 11 h 0) c0 c0 f0 V: d M N N N N N N N ~ 0 U rn S~ U C7 C7 U' U' U' U' U' ~ ° 'J~ u~ ln ln Vi (A ln fn (n (n N ~ N ~ ~ J ~ - ~ - r- - - ~ - ~ - e- - - c- (A ' ii 3 ~ C > ~ $ m ~ ~ L L L L O N O N E ~ ~ ~ C c~ N m N 8 8 m V N N N Z fW d C LLO ~ c ` N ~ N $ N rn C O d) Q Z t ~ d o 3 zi ~ ~ N C1 > o B m 4 ~ z j n o $ co Z d ~ N N ~ N ~ ~ ~ N O O ~ N ~ ~ = ' N ~ C N N N N N N p W N C Q M 1C N N ~ rn m > > > N o ~ ~ N w ~ ° ` E a E m "Z z;s " " Z ~n a z c~ cv co ~ w J L r N O1 f0 d Compressive Strength Test Report In general comDliance with ASTM. Terracan Project No. 25991303 Report No. 5 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)-423-3300 CII6f1Y Reliance Development Company LLP PPOjeCtwalareens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth Blvd. 527 Marquette Avenue South Wheatridqe Colorado Minneapolis, MSI 55402 Accn: Michael S. Fraser Field Mix Data SampleDa[e: 02/15/ 99 Time: 11:00 Materisl: Iconcreie,emutmorrorl CONCRETE Sampled by: B. MEtz Design Strength at 28 deys 4000 psi Placement Description: StBitl Wd11S POT' Material $upplier: REdCly MiX buildin4 Delivery Ticket No: 136486 Truck No.: 271 Mix I.D. No.: 135100 Sample Location: Northweet COrneY Coarse eggregate size: (south 70 feet) Admix[ures: Placement Method: DIRECT DISCHARGE diran oiix,nai craoe ana oucket, p,moi Field Test Data Test Result Slump, in. 4.0 Air ContenL % 7.6 Concrete Temperature, °F 62 Am6ient Temperature, °F 40 Plas[ic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen Na. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi 4" x 8" Batch size Icu.yd.l: 10. 0 Cu.Yd placed: 10/40 Water edded on site, gal.: 5. 0 Batch time: 1016 Time in mixer, min.: 44 (the preceetling infarmalion ab[ainetl from tlelivery ticket) Specification 4" max 55- Date submitted to laboratory 02/16/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F S.K. S.K. M.S 02 22 99 03 15 99 03 15 99 04 12 99 7 28 28 56 4000 4000 4000 44010 47810 52280 55310 3500 3600 4160 4400 Comments: Distribution: MEOOHHfi a b c d a i u Fracture Types Notes: ❑ field mia antl fieltl test tla[a provitletl by atM1ers 191 FieIE test tlate OV Termcon in ganeml compliance with sampling ASTM C 172. Casting Specimens C 31. Slump C143. Alr Comem C 173 0r C 231 . Temoerawre C 1066, Unit WeiBnt C 138 Reviewed by: Assistant Prolect Manager Compressive Strength Test Report In Baneral compllance wlth ASTM. Terracon Project No. Repart No. 25991303 7 CIICIIt Reliance Develoqment Comoany 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 "I v d U nnn: Michael S. Fraser Field Mix Data Sample Date: 0 3/0 3/9 9 Time: 1300 Material: lconcreta, eroun, monerl MORTAR Sampled by: S. Williams Design Strength et 28 days 2000 psi PlacementDescription: 20 ft west OP N.E. MaterialSupplier: SChdles MdSOnT'y corneY 12 ft heiqht Mdsonry Delivery Ticket No: N/A Truck No.: N/A block wall Mix I.D. No.: N/A SampleLOCetion: 20' ft we9t O£ N.E. Coarse aggregate size: Cornex 12 ft. heiqht Admixtures: Placemen[ Me[hod: Crane and Bucket Itlirec[ tlischarBe, crana antl buckeq Oump1 Field Test Data Test Result Slump, in. N/A Air Content, % N/A Concrete Temperature, °F 55 Ambient Tempere[ure, ° F 61 Plastic Unit Weight, pci Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date 7ested Age et Test, days Fracture Type Min. Compressive Strength, Psi Total Load, Ibs. Compressive Strength, psi Comments: Distribution: lrerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 130314233300 ProjeCtwalareens Retail store #4366 44th Avenue & Wadsworth alvd. Wheat Ridqe Colorado Batch size (cu.yd.): N A Cu.Yd placed: N/A Wa[er added on site, gel.: N/A Batch time: N/A Time in mixer, min.: N/A I[he preccetling informalion obtainetl trom tlelivery ticketl Specification N A N/A Date submitted [o laboratory 03/04/99 A B C 2 2 2 3.14 3.14 3.14 S.K M.S M.S 03 10 99 03 31 99 03 31 99 7 28 28 2000 2000 11630 14610 16400 3700 4650 5220 MOZZUiy E a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fieltl mix entl field hest tlata provitletl by oNers [91 Fieldtest0ata by Terracon in substantialaccortlance with ASTM C 780 Reviewed by:C-"- 11 Assistant Proiect Manager Compressive Strength Test Report In Benaral com0lianca wiN ASTM. Terracon Project No. 25991303 Report No. 10 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031423-3300 CIIEfIt Reliance Development Company ffOJQCtWalgreens Retail etore #4366 1000 Rand Tower 44th Avenue & Wadsworth Blvd. 527 Marquette Avenue South Wheat Ridge, Colorado Minneapolis, NIN 55402 A[[n: Michael S. Fraser Field Mix Data SampleDate: 03/09/99 Time: 0910 Material: Iconcreca,efaut,mortarl CONCRETE Sampled by: P. Peeders Design Streng(h at 28 days 3000 psi Piacerr,er,t oescdption: Curb and qutter Material Suppiier. Golden' s Companies Delivery Ticke[ No: 433077 Truck No.: 175 Mix I.D. No.: 654012 Sample Location: 40' West fT'om Coarse aggregate size: Wadswoxth on 44th Admixtures: - Placement Method: DIRECT DISCFIARGE IOirect tliscM1erge, crane antl bocket, pump) Field Test Data Test Result Slump, in. 4.5 Air Content, % 7.8 Concrete Temperature, °F 62 Ambient Temperature, °F 45 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4X8 Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, deys Fracture Type Min. Compressive Strength, Psi Total Load, Ibs. Compressive Strength, psi Comments: Betch size (cu.yd.l: 10 . 0 Cu.Yd placed: 10 Water added on site, gal.: 0 Batch [ime: O B: 23 Time in mixer, min.: 47 (the preceetling informa[ion obtainetl from delivery ticket) Specification 4 max 5-8 sc-on 40+ Da[esubmittedtolabore[ory 03/10/99 A B C 4 4 4 12.57 12.57 12.57 A.F. M.S M.S 03 16 99 04 06 99 04 06 99 7 28 28 3000 3000 38240 49840 48780 3040 3960 3880 Distribution: MEZZUBP a b c d e i u Fracture Types Notes: ❑ Field mix and tield test tlate provitled by otheis 191 Field tes[data by Tenacon in substantialeccorGance with samplin8 ASTM C 172, CaslinB Specimens C 31, Slump C143, Air Content C 173 or C 231. TemperaNre C 1084, Unit WeigM1t C 138 Reviewed "6 Assistant Project Manager 0 3 a m ts v z ~ ~ rn 0 < m -i ~ d ~ ~ O 7 n C O ~ t ~ N ~ cr r c~o 0 NP (D Co Q ~ 3 0 0.0 SD o ~ ~ ~ o ~ ~v N O C) o < 0 m 0 ~ a ~ s ~ m 7 0 C- Q ~ ~ 0 (D p ~ 3 C a~ n ~ ^ Cp~ ~ O 0 w o f ~ ~ U2 O (D o ^ ~ m ~a 7 0 o w N C) (D 1D 3 o+ F A w w o ~ < a C~ ~ 0 ,n o ~ w =W m aN M~ v m C v Z ~ v m a ~ m ~ ~ Client Name and Address: Project Name and Location: Reliance Develooment Comoanv. LLP 527 Marauette Avenue. South I Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-19-99 Technician: J. Andrews Reviewed bv: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform masonry observation. No masonry block was placed today. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A i 0 RPPR ~ q COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A ~N~ A44~' g9 ~(V/ PQR1g19 0, toc CBpI -lrerracon N:\CMT199 PROJECTSG991303\Daityrpt102-19-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marauette Avenue. South Project Name and Location: Walgreens - 44'h Avenue 44'" Avenue and Wadsworth Boulevard Proiect Number.: 25991303 Date: 3-15-99 WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perForm moisture/density tests on west 44'" Ave. and Wadsworth Bivd. (decel/excel lane subgrade) In addition, we planned to observe the masonry block walls. However, the masons were not working this day and the contractor informed us that they were not ready for any tests to be performed. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMTl99 PROJECTS1997303\Dailyrptl:1-15-99.doc D,41LY,REPORT ' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-19-99 Technician: J. Andrews Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon performed a masonry observation. Shears Masonry grouted cells and placed reinforcing steel. SERVICES PERFORMED AND WHERE: 1 set of 4 grout prisms. CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMT\99 PROJECTS\991303\Dailyrpt\3-19-99.doc DAILY REPORT Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'" Avenue 44'h Avenue and Wadsworth Boulevard Pro ect Number.: 25991303 Date: 3-23-99 Technician: J. Andrews Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Thoutt Brothers was applying moisture and a compactive effort to the sidewalk and crosspan subgrade along Wadsworth Boulevard and 44`" Avenue. Later, Thoutt Brothers was placing concrete for sidewalk along Wadsworth Boulevard and for the crosspan along 44'" Avenue. Schares Masonry was placing reinforcing steel and grout in the masonry block wall at gridline A.7 to D.7 x 1.0; at an elevation of 8' to 12' above finished floor elevation. Terracon's masonry observation was not complete due to Schares Masonry not allowing us on the scaffolding. Therefore, we had to make ali observations from the ground. SERVICES PERFORMED AND WHERE: 4 moisture/density tests, 1 set of 4 grout prisms, one masonry observation, one concrete slump and air content test, concrete and ambient air temperature measurements and cast 1 set of 4 concrete cylinders. CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount Constructors , UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMT\99 PROJECTS\9913031Dailyrpt\3-23-99a.doc p;Yroe CY) s C. 'o 3x: ~ d O Z a co vt 4E 3 \ ~ ~ U - a O M ~`y~,~'', ` O p p ~ c^ . N cr ~ d m m 0 p1o0 Co Z E o o ' 0 o ch M C ~ O ~ 0 ~ ~ M 3 ~ y d ~ O ~ ~ oMm 0 ~ 0 U N N ~ c w o- w c i m> ~ c`) ~ > c 0 0 N M ci "O 0 O'~k~ ~ . ~ M M Z ~ d N ~ A W \ N 'l] ~ 0 f ln co u O~ N c (0-a L 0 > d LL ? n E E o > C N 9 a1 a V ~ m \ 3~;•~ ti. 2 0 d ti t d u ❑M C o F > d W q m o e , H . C ~ ~ D s +~hn. ^ %'s ° =o V ❑ A. o ~ + 9 mv Y Q ~ - eo Q c o c O A ~ o z L a vi o C m > ~ c o Z z ~ a ~ ~ ~ o w - C N 4. Q R' m O tt M _ O Q VI N t:~ k J ~ j ~J Z❑❑ , W "e ' c ~ o m 3 O 1 1 ~ L m Y ❑ 0 o m C U Co c4 -W y o a n 3 c a o n Z' 0 E v m d a c N ° N ~ > m m c ~ a . a ~E ~r. d> N p m N Q CI N y~~. -W O N~ U ~ Z D~ Y+ 1 q C C ~ o~ 3 ~ c E;; c o u • '.01° m m~ w> Z ~ U~~ ; ~ m o~ c ~ mQ w u°1i C7 c u v a ~ ~ orc >m= m a 0 o EE ~ 0 u y V ~ L > > ~ q , m m - d v~ ~ N d C E O Q J N C 0 N 6 y y d a . O o ~"~4 Z u ~ : Z 9 c c v ~ o m w 0 0 ~ N M d m'vi a N N N N y M M ~ C Z ' O l(~ O V) O 1!') O l!1 9 O A M O f~ ~ ~ 0 . N Ln . 6 N t 2 u ~z C E o ~ !~w 7 (q ci a! ~ o S p e ~ c N , ~ ~ V ' A ~ Q 1 0 O ~ 7r R' ~ ~ ~ a~'c N O> N rn N rn N O> O ~ ' J N N 0 ~ L Vj a Z' p a ~ p fn ~ y N ~ ~ ~ ~ ~ ~ ~ ao r n r ~ E2 W C M ~ m D W Ot W W U O c 0 t ~ N if1 N N Q FL N N Lf1 UI E ~ ~ U T E U o 'c a o Z O y M N .0 01 y 0 . V > p r n. ~ p .O l Z ~ j ~ d J F- lL CI ~ N ~ N oD N N N N ~ O U ~ d U (7 0 0 ~ 10 Q' J W . ~ (n UJ f0 7 N 75 ~ d d ~ ~ u F+ J - _ ~ i lL 2 Q L m N ~ E U O ~ 7 3 ' ~ ~ l l O N C > ~ m c ¢ a+ t ~ < d E d p E 4) ¢ ~ Q L 0 a) Q Z L ~ Q 'A 6 ~ p N p Ej ~ a 7 ~ ~ J E w 12 aei c w ~ 3r W 4) F ~ y N 1 ~ C s U S c A ~ LL' N ~ c 7 ' o c ~ c0 z 3 i ~ 4- N cp L 2 N N Y ~ a] 2 m Z tY] G O p) ~ m 3 ° 0 ~ N m o o ~ c c o' m r a i ~ z 3 43 0 z~ 3 z~ ~ !C ~ 2 0 uNi U E £ g~ vI ~ ~ i E c ~ a ~ O N (h a o U ¢ 0- -j N ~ N a Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44`" Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3-26-99 Technician: J. Andrews Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Shears Masonry was placing reinforcing steel and grout to the masonry block wall SERVICES PERFORMED AND WHERE: One set of four grout prisms, one masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A l rerracon --J N:\CMT\99 PROJECTS\997303\Dailyrpt\3-26-99.doc M # L ~ O Z 'a ca M O M ~ O ~ O rn00 m 0 o m c~oLn LL 0 M ~ C) (jNN ~ V V N p~ C7 M M O` Lo ~ C (NO t O X °~:au`0. r~ m o ~ ~ rn (V M ~ Z ~ d 0 r a o ~ ~ v a C~'. T m m v ~ w ~ w t U ~ F K } v n m m U c ~ " v p c N u c m d V o Z Z v w rp ~ n 00 y y E E _r ~ m LLa ❑ y N ~ ' N ~ N O e O O d ~ ~ 9 O ~ ~ Q m; m o ~ m 0A . - f N I I ~ Q ~ O C ~ L O o . Z awU IO❑Z I ~ ~ C G ~ q d ~ o U in m> u c a ° ° z z p ~ G N N X w K e0 w ~ N N x ) } d J l0 1~ O ~ N Q W `w C ~ O N C t O N t n CO 9 ❑ ~ o o C ` rn ~ E °m N U C'l a`> ~ o > 3 _ m o tD 10 ~ Ev y'O N c G N 0 3 V ~p N ~ v m w v~ ~ x c y' LL m a m E n Q~ o c' 0 o i^ d N > U1 p N W~ y 2 ❑ V ~ F Y-i ~ N N N~ Q'O o N y N J N 9 E L L c p . c c ~ d y o 3 3 V ~ l0 (0 ~ N > ~ N V « m o~ ~ . - rn Q E ~ m a ~ N m`w `w m o n ~ w ms u i o E E N.a 3v~ O ~ -dv ~ N u c'S'S O ~ - ~ a N d N d C E q O C ~ V a y r ~ W W . ' O J o o Z v` Z u ~ ~ u ~a d~ wy •oa a Um am in w a m c. E 0 U m O N .O m C O K u r > O .q d W c O u 0 J lrerracon 10826 W. I-70. Feontege Ptl. N., Sults p3 Whaet Pldee, Coloietla 80033 I3031 423-3300 COMPRESSIVE STRENGTH OF MASONRY PRISMS In eccordance with UBC Std. No. 21-17, 1997 Except where noted TFRRCCON PaOJECT NO. 25991303-17 CLIENT Reliance Development Company, L L P PROJECT Walgreens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth Boulevard 527 Marquette Avenue South Wheatridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser MATERIALS CMU: SUPPLIER MORTAR: TYPE GROUT: SUPPLIER Camas MIX I.D. 0-B-04-70 SIZE in GRADE SPECIFIED MORTAR STRENGTH @ 28 DAYS: psi SPECIFIED GROUT STRENGTH @ 28 DAYS: 1,500 psi PRISM CONSTRUCTIOIV DATE ASSEMBLED: N0. OF PRISMS IN SET: DATE GROUTED: DATE SUBMITTED: AREA REPRESENTED: 4 03/25/99 MORTAR SPECIMENS CAST: YES NO MOflTAR SPECIMEN SET NO. GROUT SPECIMENS CAST: YES NO GROUT SPECIMEN SET NO. 7303-17 COMMENTS: Grout SAMPLES PREPARED BY: LABORATORY TEST RESULTS SAMPLE SET N0. A B C D E F G AGE, DAYS 7 Z8 2$ TEST DATE 4l1l99 04/22i99 04n2/99 LENGTH, in. 3.63 THICKNESS, in. 3.67 HEIGHT, in. 6.24 AREA, in°. 73.31 TOTAL LOAD, Ibf. 31,000 PRISM COMPRESSIVE STRENGTH,psi 2,280 Average Compressive Strength of Masonry Prism @ 28 Days: pet Specitied Design Strength (f'm): pat COPIES: REVIEWED BV: {!'.~~X,V~ yp /.liRMl~1 7~ - ~ Compressive Strength Test Report In penoral complionca witb PStM. Terrecon Prolect No. 25991303 Report No. 11 CIIBiIt Reliance Develoqment Company LLP 1000 Rand Tower 527 Marquette Avenue South Minneaoolis MN 55402 1 rerrmon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031-423-3300 ProjeCtWalareens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridqe Colorado Acm: Michael S. Fraser Field Mix Data SampleDa[e: 03/16/99 Time: 1705 MateriaL Ico.creta,gm.t,monaq CONCRETE Sampled by: D. Maqaisa Design Strength at 28 days 5000 psi Placement Description: Sldb fox' WalqTeenS Material SupPlier: REadV Mixed COnCrete buildin4 Delivery Ticket No: 140560 Truck No.: 277 Mix I.D. No.: 139208 Sample Location: 50' -55'PI. and 0' -5'E. of the S.W. corner of the buildlin4 Placement Method: Pllmp IGirect tliscbarge, crane antl tuckeq Oumpl Field Test Data Test Result Slump, in. 3.5 Air Content, % z • 5 Concrete Tempereture, °F 70 Ambient Temperature, °F 37 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Spacimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested ey Date Tested Age at Test, days Fracture Type Min. Compressive S[rength, psi TotalLOad,lbs. Compressive Strength, psi 4" x 8" Coerse aggregate size: 3/4 " Admixtures: Batch size (cu.yd.): 10 .0 Cu.Yd placed: 20/175 Water added on site, gal.: 0 eatch time: 1643 Time in mixer, min.: 22 INe preceetling information obwined tmm tlelivery [icketl Specification 3-5 Oatesubmittedtolaboratory 03/17/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 M.S 03 23 99 04/13 99 04/13 99 7 26 28 Hold 5000 5000 51200 4070 Comments: Distribution: NEEZUBB a b c d e f u Fracture Types Notes: ❑ Fieltl mix an0 lieltl test tlata pmvi0e0 by others El FieIE test tlata bY Tarracon in Beneral comDllance wiN sampling ASTM C 172, Casting Specimens C 31, Slump C143, Hir Content C 173 or C 231, Temperamre C 1084, Unit Weight C 138 Reviewed Assistant Proiect Manager Compressive Strength Test Report In gnneia; comnliance with nSTM. Terracon Project No. 25991303 Report No. CII@IlY Reliance Development Company LLP 1000 Rand Tower 527 Mar4uette Avenue South MinneaPOlis, MN 55402 Ac[n: Michael S. Fraser Field Mix Data Sample Date: 03/16/99 Time: 0705 Sampled by: D. Ma4aisa Placement Description: Sldb for Walqreens Sample Location: 45' -55' E' and 0' -7' S. of the N.W. corner of the Bldq. Placement Method: Pump Idirect tlischarge, crane antl buckat, pumpl Field Test Data Test Result Slump, in. 4.5 Air Content, % 1.8 Concrete Tempera[ure, ° F 74 Ambient Temperature, °F 40 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, deys Frec[ure Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi 4" x 8" 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031•423-3300 PPOjCCtwalctreens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridae Colorado Material: Iconcrete, e~out, mortarl CJONCRETE Design Strength at 28 days 5000 psi Material5upplier: RE3Cly Mixed Concrete Delivery Ticket No: 140575 Truck No.: 272 Mix I.D. No.: 139208 Coarse aggregate size: 3/4" Admixtures: - - Batch size Icu.yd.1: 10.0 Cu.Vd placed: 72/175 Water added on site, gal.: 0 Batch time: 0539 Time in mixer, min.: 86 ItM1e preccetling intormation obtained fmm tlelivery ticketl Specification '3_S Date submitted to laboratory 03/17/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 M.S 03 23 99 04 13 99 04 13 99 7 28 28 Hold 5000 5000 47600 3790 Comments: Distribution: MNEZUai E a b c d e t u Fracture Types Notes: ❑ Fieltl mix ena lieltl test tla[a Orovide0 Oy otM1ers ~ Fie10 test tlata by Tertacon in genaral compliance with sampling ASTM C 172, Casting Specimens C 31, SIOmO C143, Air Content C 173 or C 231, TemOeramre C 1064, Unit Weigbt C 138 Reviewed by:.~~ L/ Assistant Project Manaqer Compressive Strength Test Report In geneml camnliance witM1 ASTM. Terracon Prolect No. 25991303 Report No. CIIBIIL Reliance Development Company LLP 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 1 rerracon 10625 W 1-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)-423-3300 frOJ@CtWalgreens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridqe, Colorado A[cn: Michael S. Fraser Field Mix Data SampleDate: 03/16/99 Time: 0840 Material:lconcrete,gwutmortad CONCRETE Sampled by: D. Mdqaisa Design Strength at 26 days 5000 psi PlacementDescrip[ion: Slab £OY WdlqieenS Ma[erialSupplier. Reddy MiXed COnCTete Delivery Ticket No: 140624 Truck No.: 272 Mix I.D. No.: 139208 Sampie Locatian: 10 '-15 ' S. and 01- 8' W. Coarse aggregate size: 3/ 4" of the N.E. corner of the buildinq Placement Me[hod: Pump Idirect tlischarga, crene and bucket, pump) Field Test Data Test Result Slump, in. 5.5 Air Content, % 2.5 Concrete Temperamre, °F 65 Ambient Temperature, °F 59 Plaslic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. 7ested By Date Tested Age at Test, days Fracture Type Min. Compressive S[rength, psi Total load, Ibs. Compressive Strength, psi 4" x 8ll Admixtures: Batch size Icu.Yd.l: 10 . 0 Cu.Yd plnced: 128/ 175 Water added on si[e, 0a1.: 0 Batch time: 0757 Time in mixer, min.: 43 Itha Oreceetling informe[ion obtainetl fwm dalivery Gckeq Specification 3-5 1-3 Date submitted ro laboratory 03/17/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 M.S 03/23 99 04 13 99 04 13 99 7 za za xoia 5000 5000 50780 4040 Comments: Distribution: ~~~~UBE a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fieltl miz antl fieltl test tlata provitled by others ~ field tesc tlata bV Termcon in geneml compliance wich aampling ASTM C 172, Casting Specimens C 31, Slump C143, Air Content C 173 or C 231, Temperawre C 1064. Unit Weight C 138 Reviewed Assistant Proiect Manager Compressive Strength Test Report In gonarel <ompliance wuM1 ASTM. Terracan Project No. 25991303 Report No. 15 CI1211t Reliance Development Company LLP 1000 Rand Tower 527 Marquette Avenue South Minneaoolis MN 55402 A 11 A h A[m: Michael S. Fraser Field Mix Data SampleDate: 03/23/99 Time: 1115 Materiel: Iconcrate,Brout.mortatl CONCRETE Sampled by: J. AndTews Design Streng[h at 28 days 3000 psi Placement Descrip[ion: Sidewdlk Macerial Supplier. Golden '5 Delivery Ticket No: 447722 Truck Na.: 181 Mix I.D. No.: 654012 SampleLocation: 1451N. of 44th AvE & Wadsworth Blvd N.W. corner Placement Method: DIRECT DISCHARGE Idirect tlischar8e, crane and buckeb pumol Field Test Data Test Result Slump, in. 4.5 Air Conten[, % 5.1 Concrete Temperature, °F Ambient Temperature, °F 60 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size _ Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tes[ed Age at Test, days Fracture Type Min. Compressive Strength, psi Totel Load, 16s. Compressive Strength, psi Comments: Distribution: 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 13031-423-3300 ProjectWalareens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridqe Colorado Coarse aggregate size: _ Admizwres: Butch size (cu.yd.): 10 . 0 Cu.Yd placed: 10/60 Water added on site, gal.: 0 Batch time: 1020 Time in mixer, min.: 55_ ((he Oreceetling iniormation obtainetl imm tlelivery ticket) Specification 4" max s-e Date submitted to laboratorv 03/24/99 p B C D E 4 4 4 4 4 12.57 12.57 12.57 12.57 12.57 A.F M.S 03 26 99 03 30/99 04 20 99 04 20 99 3 7 28 28 Hold 3000 3000 35450 44820 2820 3570 MNEZU a b c d 8 f u F r a c t u r e T y p e s Notes: ❑ Fieltl mlx antl fieltl test tlata provitletl bV others El FielA test Eata bV Terracon in general complianca with sam0linp ASTM C 172, Cascing SOecimens C 31, Slump C143, Air Conten[ C 173 or C 231, Temperawre C 1060, Unit Weigbt C 138 Reviewed by:~-~.±.': ri~.-✓'~^, Assistant Project Manager Client Name and Address: Reliance Development Co 1000 Rand Tower 527 Marquette Avenue, Si Minneaoolis. MN 55402 LLP Project Name and Location: Walgreens - 44'" Avenue 44`h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3-29-99 Technician: J. Andrews Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry was placing reinforcing steel and grout in masonry block walls along gridlines E.O. x 1.0 - 8.0, at an elevation of 18' to the top of wall. SERVICES PERFORMED AND WHERE: 1 set of 4 mortar cubes and one masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A ~CUIMED ApR 191999 lrerracon N:\CMT\99 PROJECTS\991303\Dailyrpt\3-29-99.doc Ce) :"cta::'sz p ~ ~:y, 6•.:: t .k.(o.5i. l0 p M ~ M O m OO rn OD M'~a; ~ ~ 0 0 `Ci 3u E 0 ; Q C ~ ~ M M o U LL O ~ M p > `gy` ~ N I~ U ~F ~.F ::::0'0~6: 1 Y V . 0J 6 C ~ ~ i3S~'Y,.j;j b. C Y d m M 1 > . a....:: y,i:.., O) y T;c, cv m N UIO., m ~'a:~~<< ~ 0 0.2 a. z< 3 v ' LO (a C N e~: 00 :eEK CO L L . L<s O > l0 d LL E.9 : ' O :k C N N e~:<. S r 'r9 ~ u u m LL a ,~{4':t5 y : " ~ u a ~ ~ ' ~'a ❑M £ S„~~' ;e m y~ 5~ K1Yyi d G ~yy~ d d F- R' ~ H 4p¢ '3'Gi¢G': O H • ❑ ~~.i h.: V1 > J mO C Q ~ 00 U is: C ~ U i:5. 1~:j ~ ~ ¢ N d~ • C O C z ~ G o z m L O av>o '..'Mwn!,'o, R .'::.:!c 10 > N `.~'~i" q p ~ N C y~r{ ~:fiYlc: C c y > e 'i31MN•.. U . . ; ..~y t ^i kj y :N Y a o o: Z Z X C N W Q: IG ;4;'e"93» S` a O1 y.R 5~,2^6 LLI c ~ > . iN<s io 0 j . ~ Y ❑ ~ ~ V.'~~ U ~ ai»i, t: Ed : O ..,4 ;586 N t~ C N ~ ~ N N iii;i%.9:.: :g...... g;:"R>.. E y~n ~i Q E 0 N Q Z Z ~ G U ~ N N p ..3 ❑ V C`1 4`%S!~,S,ri C ~ E. > F « ti ::d~ ~ N m c c ' ~ s c o v' v r t E Q . r ~$;fi~ Cai ~ m a~ c c m v.E d o ° m oi c::y`u;; G ~ Cc M ~~.n l0 O C Q E ~ ~ ~ N d c C ~:i~S'LS? A d d U t N m.. d b a ~ C p A E E a ° " ' ~ Y';.^u,i•.y O W V S Q Q ~ i~6 ~ N d C 0 C y V V :az:":ra:i d m E o o ar m .o .o Zq 9 2 R ~ A g m a` m n N N ~ oi Compressive Strength Test Report In generel com0lianca with ASTM. Terracon Project No. 25991303 Report No. 9 CIICIIY Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis MN 55402 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 PfOJBCYWalqreens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe Colorado A2m: Michael S. Fraser Field Mix Data SampleDate: 03/08/99 Time: 09:25 Ma[¢fiel: Iconcrene,emuLmortatl CONCRETE Sampled by: C. JameS Design Strength at 28 deys 3000 psi Placement Description: SideWalk Material Supplier: Goldeil' S Companies Delivery Ticket No: 442617 Truck No.: 5 Mix I.D. No.: 654012 Sample Location: 10' east of the east entrance off 44th Ave. Placement Method: DIRECT DISCHARGE Itlirect tlischar8e, crene end bucket, pumpl Field Test Data Test Result Slump, in. 4.0 Air Content, % 7.1 Concrete Temperature, °F 55 Am6ient Temperature, °f 46 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., 16s. 7ested By Date Tested Age at Test, deys Fracture Type Min. Compressive S[reng[h, psi Total Load, Ibs. Compressive Strength, psi Comments: 5-8 55-90 40+ Date submitted to laboratory 03/09/99 A B C 4 4 4 12.57 12.57 12.57 S.K. M.S M.S 03 15 99 04/O5/99 04 05 99 7 28 28 3000 3000 41990 54070 56380 3340 4300 4490 Distribution: NEEZUB. P a b c d e i u Fracture Types Coarse aggregate size: _ Admixtures: Batch size Icu.yd.l: 8 Cu.Yd placed: 8/70 Water added on site, 9a1.: 0 Batch time: 08 : 18 Time in mixer, min.: 67 (the preceetling information obtainetl trom tlelivery ticket) Specification 4 max Notes: ❑ fieltl mix enG lieltl tast tlata Orovided by othess El Fieldtest tlate by Terracon in substantial accortlance with samplinB ASTM C 172, Cesting Specimens C 31. Slump C143, Alr Conient C 173 ar C]31, Tempemwre C 1084. Unit WeigM C 138 ~u /I."_ Reviewed by:C~1°~'""`~ Assistant Proiect Manaaer DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8774 4/15/99 Property Owner : Property Address : 4401 WADSWORTH BLVD Contractor License No. : 18246 Company : FIRE PROTECTION, INC. Phone : 303- Phone: 893-6434 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $16,703.00 Permit Fee : $279.25 Plan Review Fee : $0.00 Use Tax : $250.55 Total: $529.79 Use: Description : NEW FIRE PROTECTION SPRINKLER SYSTEM BUILDING DEPARTMENT USE ONLY W~~..~.:a,•,a; SIC: Sq.Ft.: Approval : Zoning : W~:~:. 214"".-:. -<o,. Approval: F" ff-M e.e~ t~EY~i[t~ Approval: Occupancy : Walls : Roof ~ Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (i) This permit was issuetl in accordance with the provisions set torlh in yopur application and is subjed ro the laws of the State of Cobrado and to the Zoning Regulations and Building Code of Wheat Ritlge, Coloredo or any other appliwble ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixly (60) days from issue tlate or (B) the builtling authorizetl is suspended or abandoned for a period ot 120 days. (3) If this permit expires, a new permi[ may be acquired (or a fee of one-half the amount normalty required, provided no changes have been or will be made in the onginal plans and specifcations antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl For a new permit. (4) No work ot any manner shall be tlone that will change lhe naNral flow of waler causing a drainage pmblem. (5) Contractor shall notiry the Building Inspector lwenty-four (24) hours in advance tor all inspeclions and shall receive written approval on inspection card betore proceediing with successive phases ot the job. (6) The issuance of a permit or the approval of d2wings and specifcations shall nol be construetl to be a permit for, nor an approval of, any violation of the provisions of t ildiany other ordinance, law, rule or regulation. Chief BuildNYg Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEATRIDGE,CO 80215 qPPLICATIoN PropertyOwner: ~j,l~~,p069W-S jG-5 Property Address Phone : Contractor License No. Company : ~p~ Peo;z~rc4v(~ /'VG . Phone : 3~:)3 :~Y9 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 re9ulations of the City of Wheat Ridge or covenants, easements or restridions 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 lhat I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh~a Ridge oq4inanyesti forwork under this pertnit. (OWNER)(CONTRACTOR) SIGNED - ' . .~t~ DATE IJr' Construction vaiueA/j,'~3 r~ Permit Fee : Use Tax : Total : Use: Description : NW A)715-7-77,9110 -~/S7'6/J% BUILDING DEPARTMENT USE ONLY „o n C3~M SIC: Sq.Ft.: Approvai: Zoning : Brffli7~i ' Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiretion Date : Approval: Plumbing License No : Company : Expiration Date : Approvai: Mechanical License No : Company: Expiration Date : Approval : (1) This pertnil was issueC in accortlance with Ne provisions set foM in yopur appliwtion anC is su0~ect to Ne laws af the SUte of Coloratlo antl to Ihe 2oning Regulations anE BuilGiny Cotle of Wheat RiEge, Colo200 or any other applicable oMinances of e Ciry. (2) This pertnit shall expire if (A) Me wark authonzed is not commenced wiMin sixty (60) Oays irom issue tlate or (8) Me Euiltling authorized is suspended or abanOOneC for a penod of 120 Cays. (7) If ihis permit expires, a new pertnit may Oe acquired for a(ee of one-hatt Ne amount nortnally requireE, proviEetl no changes have Oeen or vnll Oe matle in Ne onginal plans and speciflwtions and any suspension or abandonment has nat exceeAed one (1) year. If changes are made or il suspension or abandonment ezceetls one (1) year, fu0 fees shall be paiC !or a new pertnit. (a) No work ot any manner shall be Oone Uat will change the naN21 Ilow o/ water wusing a Ereinage Oroblem. (5) Contraclor shall notiy ihe Building Inspedor twenry-(our (24) hours in aEvanca for all inspections and shall receive wntten appmval on inspecfian wr0 Cefore proceeCiing wiN successive phases of Ihe'ob. (6) The issuance of a permit or the appro val o~tlrawings and specifwtions shall not De consWed to be a permit for, nor an approval of, any viola6on af Ne provisions of tl~e building codes or any other oMinance, law, rule or regulalion. Chief Building Inspector A=ffp, FIRE PROTECTION INC. 4981 E. 39th Avenue • Denver, CO 80207 Phone (303) 399-1366 • Fax (303) 321-5084 / o TO: 3FIec E llphGd7) -.-.-14 EA-F- R Z~(" oc c24nU ATTN: ~-ovi ~1=V 1 ~•A~ TRANSMITTAL PAGE ti OF__/ DATE: y ' 3 ' 's) 9 JOB NAME: In,ALC)pizCws CONTRACT NO: - JO - 00 7 RE:IA L(AIC" NS STwif ~ ~ LJ { _-~Z711 T•aP~. ✓,1~' Y" ~ ~ ~~~F►~nr ~~X~r,= Ce Qcr,33 GENTLEMEN: WE ARE SENDING YOU cWENCLOSED ❑ UNDER SEPARATE t;OVER V THE FOLLOWING ITEMS: I COPIES/PRINTS DATE DESCRIPTION X 3 `i399 sHEr,-S -P e 1=aZ P(2oTticT1oij c~;c.S 3 L- 399 14)6~Z&OLiC cuir UZa;%ct-js - 5T-P-re e~ is ~nr~o u r-vaj,) = J2 1 ra L S w. M THESE ARE TRANSMITTED as checked below: ❑ FOR YOUR USE ❑ APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ AS REQUESTED ❑ APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ RESUBMIT ❑ RETURNED FOR CORRECTIONS O PRINTS RETURNED AFTER LOAN TO US ❑ FOR BIOS D'JE 19 ❑ ~ PLEASE EXAMINE AN D RETURN z COPIES MARKED WITH YOUR A PPROVAL AND/OR COMMENTS. REMARKS: V /aI IA-►n~► cc: BY / ,%,LC G C SPRINKLER SYSTEM ANALYSIS - Imperial , CALCU-LATION #1 ' Contractor : FIRE PROTECTION, INC. Colorado Registration #160 PAGE: 1 OF 10 DATE: 04-03-1999 JOB NAME : WALGREENS ADDRESS : * Wheatridge * Colorado 440 ~l~cLsL~c7'' DESIGNER : Marc Walter APPROVED BY: Wheatridge Fire Department CONTRACT #M-99-007 REF._TO_DRAWING #FP-1 HAZARD DESCRIPTION: Ordinary Hazard Group 2 CALCULATION CRITERIA:- TOTAL AREA : 1500.0 SQ.FT. DENSITY : 0.200 USGPM/SQ.FT. AREA/SPRINKLER : 324.0 SQ.FT. # OF SPRINKLER : 6 SYSTEM REQUIREMENT:- Node System Hose Hydrant GPM GPM GPM 37 394.28 0.00 250.00 CITY FLOW TEST INFORMATION:- SUPPLY STATIC PRESSURE RESIDUAL PRESSURE 37 100.00 PSI 82.00 PSI FIRE PUMP RATING: PUMP PRESSURE F-LOW SPRINKLER K= 11.50 OVERHEAD PIPE C° 120 UNDERGROUND C= 140 TOTAL SAFETY = 3.29 PSI Below Supply Total GPM 644.28 RESIDUAL FLOW 1690.0 GPM Pressure PSI 93.69 FILE: C:\FireAcad\dwgl\Walgreens3\WALGREEN53.MDB 14~~ q3 ~ M RC A. 1AfALTER IQE7' NICET CER7iF;ED I_EVE-(_ i';/ AUTOMATIC SF~i1h:;11 ; :..,,0 CERTfFICATE tJUtiISLR i;,-•:: I I I 1 I I I I 1~ I I I I I I I I I 1 I i I : i I 1 1 n I C I I I I I I I 3 ~ I I I T I~ I Q I I I 1 I I I I t~9 i I ~ I~ I I I I I I I C I I I .Q'Y~ 1 1 I I I I I I I I I I I I I I I I I ~ I I I I I I 1 I 1 I ~ ~ co cvj i m dji y i Ni m yi i V U) £i ~ N Q (A; p W -Ln ~ ...r----~----1----i-------------- - M ~ y ~ I I I I I I 1 I I I ~ ^ , . ~ I 1 1 I I 1I I I I ~ W ~ ~.ry I I I I I I I I I I I ~ 00 ~ I I I I I I I 1 I I I 1 I I I I I I I I 1 I r . I I I I I I I f I I I I I I I I I I I I 1 I 1 I I I I I I I - I I I I I I I I 1 I I 1 I I I I 1 1 I I I I I I I I . . I I I I I . I I I I I I 1 I I I I I I t I I- I I I I I I I I I I I I I I I 'r I I I 1 I II I 1 1 I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I 1 1 ~ I I I ~ - - 4t -I I - T I - Y -I - Y I I I I Y - r -I - Y - r I I I I I I co I I I I f 1 I I I tI 1I 1 1 I I I I I I I - 1 I 1- I I I I I1 I I 1 I I I I I- I1 I I _ _ _ " _ _ I I I I I I 1 1 I I C I 1 I 1 I I I I I~ I I 1 1 a - - - -i - - - - T - - - r - - - -i- - - - 7 - - - - r - - - -i- - - - -r - - - - r - - - ~ - - - - r - - - ` 'n -----i -i r----r- - - - i T ----rfn---i----r-- M _ F ___J ' " "L___J_"_1__ "l'__J_"'1______ __1__'_ •[fl 394,3 32 ~ ~ ~ Z8 ~ M 27) n ~ 26 ~ 25 ~ ~ 24 N ~ O ~ o, O 37.2 N ^ n 35.7 O~ T 33.5 ro 323 ro ~ 32t 0 n 33.1 ~ 94.8 1 28.8 'Y 368 1D3.1 0 85.4 20 E 352 p 1Q1.1 (90 O 17 16 6 14 13 PAGE # 4 FIRE.PROTECTION, INC. Colorado Registration #160 SPRINKLER SYSTEM ANALYSIS (IMPERIAL) JOB NAME: WALGREENS NODE ELEVATION PRESSURE DISCHARGE WASTAGE FT. PSI GPM % 1 13.0 32.78 - 65.8 1.6 2 13.8 39.29 3 13.0 31.75 64.8 0.0 4 13.8 38.06 5 13.0 32.70 65.8 1.5 6 13.8 39.20 7 13.0 33.41 66.5 2.6 8 13.8 40.04 9 13.0 32.19 65.2 0.7 10 13.8 38.58 11 13.0 33.09 66.1 2.1 12 13.8 39.66 13 13.8 56.34 14 13.8 56.82 15 13.8 58.96 16 13.8 60.09 17 13.8 60.78 18 13.8 61.30 19 13.8 61.53 20 13.8 61.63 21 16.9 61.25 22 13.8 66.69 23 13.8 66.84 24 13.8 67.51 25 13.8 68.16 26 13.8 68.92 27 13.8 70.09 28 13.8 71.35 29 13.8 73.55 30 16.9 71.19 31 13.8 75.29 32 13.8 79.83 33 1.5 85.45 34 1.5 88.45 35 0.0 69.68 36 0.0 90.34 37 0.0 93.69 SUPPLY PAGE # 5 JOB NAME: WALGREENS PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. - PSI/FT. PSI 1 QN=65.8 - L=0.8 PT=32.78 K=11.50 1 D=1.049 F=5.0 1.189 PF=6.83 V=24.44 FT=T PE=0.32 C=120.00 2 QP=65.8 LT=5.8 PT=39.29 Pv=4.02 3 QN=69.8 L=0.8 PT=31.75 K=11.50 2 D=1.049 F=5.0 1.154 PF=6.69 V=24.06 FT=T PE=0.32 C=120.00 4 QP=64.8 LT=5.8 PT=38.06 Pv=3.89 5 QN=65.8 L=0.8 PT=32.70 K=11.50 3 D=1.049 F=5.0 1.186 PF=6.62 V=29.41 FT=S PE=0.32 C=120.00 6 QP=65.8 LT=5.8 PT=39.20 Pv=4.01 7 QN=66.5 L=0.8 PT=33.41 K=11.50 4 D=1.049 F=5.0 1.210 PF=6.96 V=24.68 FT=T PE=0.32 C=120.00 8 QP=66.5 LT=5.8 PT=40.04 Pv=4.10 9 QN=65.2 L=0.8 PT=32.19 K=11.50 5 D=1.049 F=5.0 1.169 PF=6.72 V=24.22 FT=T PE=0_32 C=120.00 10 QP=65.2 LT=5.8 - - PT=38.58 Pv=3.95 11 QN=66.1 L=0.8 - PT=33.09 x=11.50 6 D=1.049 F=5.0 1.199 PF=6.89 V=24.56 FT=T PE=0.32 C=120.00 12 QP=66.2 LT=5.8 - - PT=39.66 Pv=4.06 6 QN=0.0 - - L=38.3 PT=39.20 K=0.00 7 D=1.380 F=6.0 0.621 PF=27.49 V=20.45 FT=S PE=0.00 C=120.00 22 QP=95.4 LT=44.3 - PT=66.69 Pv=2.82 4 QN=0.0 L=16.0 PT=38.06 K=0.00 8 D=1.380 F=0.0 0.071 PF=1.14 V=6.35 FT=O PE=0.00 C=120.00 6 QP=29.6 LT=16.0 - PT=39.20 Pv=0.27 4 QN=0.0 L=12.5 PT=38.06 K=0.00 9 D=1.380 F=0.0 0.098 PF=1.23 V=7.55 FT=O PE=D_00 C=120.00 2 QP=35.2 LT=12.5 PT=39.29 Pv=0.38 2 - QN=0.0 Z=18:7 PT=39.29 K=0.00 10 D=1.380 F=6.0 0.691 PF=17.05 V=21.68 FT=T PE=0.00 C=120.00 13 QP=101.1 - LT=24.7 PT=56.34 - - - Pv=3.16 - PAGE # 6 JOB NAME: WALGREENS PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 12 QN=0.0 - L=38.3 PT=39.66 K=0.00 11 D=1.380 F=6.0 0.614 PF=27.19 V=20.33 FT=T PE=0.00 C=120.00 23 QP=99.8 LT=44.3 PT=66.84 Pv=2.78 10 QN=0.0 L=16.0 PT=38.58 K=0.00 12 D=1.380 F=O.D 0.067 PF=1.07 V=6.14 FT=O PE=0.00 C=120.00 12 QP=28.6 LT=16.0 PT=39.66 Pv=0.25 10 QN=0.0 L=13.8 PT=38.58 K=0.00 13 D=1.380 F=0.0 0.105 PF=1.45 V=7.85 FT=O PE=0.00 C=120.00 - 8 QP=36.6 LT=13.8 PT=40.04 Pv=0.41 - - - - 8 QN=0.0 L=17.4 PT=40.04 K=0.00 14 - D=1_38D F=6.0 0.717 PF=16_79 V=22.11 FT=T PE=0.00 C=120.00 14 QP=103.1 LT=23.9 PT=56.82 Pv=3.29 15 QN=0.0 L=85.5 PT=58.96 K=0.00 15 D=1.380 F=12.0 0.088 PF=8.55 V=7.11 FT=2T PE=0.00 C=120.00 24 QP=33.1 LT=97.5 PT=67.51 Pv=0.34 16 QN=0.0 L=85.5 FT=60.09 K=0.00 16 D=1_380 F=12_0 0.083 PF=B_OS V=6.89 FT=2T PE=0.00 C=120.00 25 QP=32.1 LT=97.5 PT=68.16 Pv=0.32 17 QN=0.0 L=85.5 PT=60.78 K=0.00 17 D=1.380 F=12.0 0.084 PF=8.14 V=6.93 FT=2T PE=0.00 C=120.00 26 QP=32.3 - - LT=97.5 PT=68.92 Pv=0.32 18 QN=0.0 - L=85.5 PT=61.30 K=0.00 18 -D=1_380 F=12. 0 0_ 09D PF=8.79 V=7.22 FT=2T PE=0.00 C=120.00 27 QP=33.6 LT=97.5 PT=70.09 Pv=0.35 19 QN=0.0 L=85.5 PT=61.53 K=0.00 19 D=1.380 F=12.0 0.101 PF=9.82 V=7.66 FT=2T PE=0.00 C=120.00 28 QP=35.7 - - LT=97.5 PT=71.35 Pv=0.40 21 QN=0.0 - - L=85:5 PT=61:25 K=0.00 20 _ D=1.380 F=fi.D 0.1D9 PF=3_94 V=7.98 FT=2E PE=0.00 C=120.00 30 QP=37.2 LT=91.5 PT=71.19 Pv=0.43 PAGE # 7 JOB NAME: WALGREENS PIPE NODE FLOW DIA. LENGTH FRICTION PRESSURE No. No. GPM IN. FT. PSI/FT. PSI 29 QN=0.0 L=3,2 PT=71.19 K=0.00 21 D=1.380 F=6.0 0.109 PF=1.00 V=7.98 FT=T PE=-1.37 C=120.00 30 QP=37.2 LT=9.2 PT=73.55 Pv=0.43 20 QN=0.0 L=3.2 PT=61.63 K=0.00 22 D=1.380 F=6.0 0.109 PF=1.00 V=7.98 FT=T PE=1.37 C=120.00 21 QP=37.2 LT=9.2 PT=61.25 Pv=0.43 13 QN=0.0 L=16.4 PT=56.34 K=0.00 23 D=2.635 F=0.0 0.030 PF=0.49 V=5.95 FT=O PE=0.00 C=120.00 14 QP=101.1 LT=16.4 PT=56.82 Pv=0.24 14 QN=0.0 Z=19.6 PT=56.82 K=0.00 24 D=2.635 F=0.0 0.109 PF=2.13 V=12.01 FT=O PE=0.00 C=120.00 15 QP=209.1 LT=19.6 PT=58.96 Pv=0.97 15 QN=0.0 L=14.4 PT=58.96 K=0.00 25 D=2.635 F=0.0 0.078 PF=1.13 V=10.06 FT=O PE=0.00 C=120.00 16 QP=171.0 - LT=14.4 PT=60.09 Pv=0.68 16 - - QN=0.0 L=13.0 PT=60:09 K=0.00 26 D=2.635 F=0.0 0.053 PF=0.69 V=8.17 FT=O PE=0.00 C=120.00 17 QP=138.8 LT=13.0 PT=60.78 Pv=0.45 17 QN=0.0 - L=16.0 PT=60.78 K=0.00 27 D=2.635 F=0.0 0.033 PF=0.52 V=6.27 FT=O PE=0.00 C=120.00 18 QP=106.6 LT=16.0 PT=61.30 Pv=0.26 18 QN=0.0 L=14.1 PT=61.30 K=0.00 28 D=2.635 F=0.0 0.016 PF=0.23 V=9.29 FT=O PE=0.00 C=120.00 19 QP=72.9 LT=14.1 PT=61.53 Pv=0.12 19 QN=0.0 L=20.3 PT=61.53 K=0.00 29 D=2.635 F=0.0 0.005 PF=0.09 V=2.19 FT=O PE=0.00 C=120.00 20 QP=37.2 LT=20.3 PT=61.63 Pv=0.03 22 QN=0.0 - L=16.9 PT=66.69 K=0.00 30 D=3.260 F=0.0 0.009 PF=0.15 V=3.67 FT=O PE=0.00 C=120.00 23 QP=95.4 LT=16.4 PT=66.84 Pv=0.09 PAGE # 8 JOB NAME: WALGREENS PIPE NODE FLOW No. No. GPM 23 QN=0.0 31 24 QP=190.2 29 QN=0.0 32 25 25 33 27 QP=287.7 27 QN=0.0 26 QP=255.4 26 QN=0.0 34 35 28 28 36 DIA. LENGTH FRICTION PRESSURE IN. FT. PSIIFT. PSI L=19.6 PT=66.84 K=0.00 D=3.260 F=0.0 0.034 PF=0.66 V=7.31 FT=O PE=0.00 C=120.00 LT=19.6 PT=67.51 Pv=0.36 L=14.4 - - PT=67.51 K=0.00 D=3.260 F=0.0 0.046 PF=0.66 V=8.58 FT=O PE=0.00 C=120.00 QP=223.3 LT=14.4 PT=68.16 Pv=0.50 QN=0.0 L=13.0 PT=68.16 K=0.00 D=3.260 F=0.0 0.058 PF=0.76 V=9.62 FT=O PE=0.00 C=120.00 LT=13.0 - PT=68.92 Pv=0.65 L=16.0 - PT=68.92 K=0.00 D=3.260 F=0.0 0.073 PF=1.17 V=11.06 FT=O PE=0.00 C=120.00 LT=16.0 PT=70.09 Pv=0.82 L=14.1 PT=70.09 K=0.00 D=3.260 F=0.0 0.089 PF=1.26 V=12.35 FT=O PE=0.00 C=120.00 QP=321.4 LT=14.1 PT=71.35 Pv=1.03 QN=0.0 Z=20.3 PT=71.35 K=0.00 D=3.260 F=0.0 0.109 PF=2.20 V=13.73 FT=O PE=0.00 C=120.00 1 LT=20.3 PT=73.55 Pv=1.27 L=8.3 PT=73.55 K=0.00 D=3.260 F=5.0 0.131 PF=1.73 V=15.16 FT=E PE=0.00 C=120.00 29 QP=357 29 QN=0.0 37 31 31 38 39 QP=394.3 LT=13.3 PT=75.29 Pv=1.55 QN=0.0 L=21.8 PT=75.29 K=0.00 D=3.260 F=13.0 0.131 PF=4.54 V=15.16 FT=T PE=0.00 C=120.00 32 QP=394.3 LT=34.8 PT=79.83 Pv=1.55 32 QN=0.0 L=12.5 PT=79.83 K=0.00 D=3.260 F=13.0 0.131 PF=3.33 V=15.16 FT=T PE=-2.29 C=120.00 33 QP=394.3 LT=25.5 PT=85.45 Pv=1.55 33 QN=0.0 L=1.0 PT=85.45 K=0.00 40 D=4.260 F=0.0 0.003 PF=3.00 V=8.88 FT=F,3 PE=-6.00 C=120.00 34 QP=394.3 LT=1.0 PT=88.45 Pv=0.53 JOB NAME: WALGREENS PIPE NODE FLOW DIA. No. No. - GPM IN. - 34 QN=0.0 91 D=4.220 35 QP=394.3 35 QN=0.0 42 D=4.220 36 QP=399.3 36 QN=0.0 43 D=4.220 37 QP=394.3 PAGE # 9 LENGTH FRICTION PRESSURE FT. PSI/FT. PSI - L=7.0 PT=88.45 - - - K=0.00 F=13.3 0.028 PF=0.57 V=9.04 FT=E PE=-0.66 C=140.00 LT=20.3 - - PT=89.68 - Pv=0.55 - -L=10.10 - PT=89.68 K=0.00 F=13.3 0.028 PF=0.65 V=9.09 FT=E PE=0.00 C=140.00 LT=23.3 - PT=90.34 Pv=0.55 L=120.0 PT=90.34 K=0.00 F=0.0 0.028 PF=3.35 V=9.09 FT=O PE=0.00 C=140.00 LT=120.0 PT=93.69 Pv=0.55 PAGE # 10 LEGEND S= Standard 45 degree elbow E= Standard 90 degree elbow L= Long turn degree elbow T = Standard tee B = Butterfly valve G = Gate valve C = Check valve A = Alarm valve D = Dry pipe valve W = Deluge valve P = Pre-action valve F = Back flow preventer F,x = Constant pressure x in PSI for fitting F QN = Normal flow discharge QP = Flow in pipe D = Pipe inside diameter L = Pipe length F = Fitting equivalence FT = Fitting type LT = Total length PT = Total node pressure PF = Pressure friction loss PE = Pressure elevation loss K = Sprinkler K-factor V = Velocity C = C-factor PV = Velocity pressure SIGNIFICANT HYDAAULICAL.NOTES: Maximum velocity of 24.68 FT/SEC at pipe 4 Most remote sprinkler @ node 3 f 1 2 3 i i I I ~ i I ~ t'-~" I I ~ ~'vr I I ~ I I ~ ~ ~ j ki ( s R mSER ECJU IPMENT LIST A g N ~ 1 4" UNDERGROUND ~~Y OTHER51 ~~a I I I I I I I I: I I 24-it I I I I MEN I I I I i I I I I I I I . 4 I IN AL(a 5PKR5 I -3.1/t I I I I I I I' I I I~ i I 2 - 4 X ~ FLANGED `~0° ELL ~I C I A vE/~~Law l i I I I i I I~ v,>xo-11 I Pb AGE I I I I~ I i I I I I I ( I W HT i I .I I I i I 3 - AMES 2000550 6AGKFLDW E PO°vED ~ ~ I S1~ ~ I I t~.'~-J I :I I Y~1~1 I I % I Pf.~A F0 I I I I i I I I' I I I I x I ~1 I m i t_ ( I N 'ti 4 r 4 GROOVED ~0 ELL. I I I 1/ I I I I i (~1s] I I I I~ WM+ I 1+ 4 i i+A 1 1+/~ I I1+h 11>/i I I 1'~ i i+/~ I N d' I ~ 5 - GROOVED GHEGK VALVE (l12] 6 - 1-1/~" MAIN DRAIN IU~M N I fi-0 I 11 1.Y2 I 9 14, h i. 7+3 I 18-9 I 11x2-2. I ' I I I I I ~ I I I I I I I I I I I I I I I I ~ ~ ~ 7 y .30C~# GAUGE A55EMP LY +ti I~ I~ 11 ~ I i I I I' I I ~ I I ~ I l i I r I I ; o VU/f'RE55URE RELIEF VALVE o ~ 3 0. / I I OGKRO i 1 __1: I~~ I I I I i I I I I I I I I I I I I I EMPL01~ ~ I I I I I I I Xf°OSE I i I ~ I ~ -i.~la I I I I I I I I I I. I I I I N~ I a o 6 8 ~ 3' WATER FLOW 5W I TC,H I I I I I I I I I I I I I I I I I i I ~ o ~ ~ ~ - 2„ 1/2" GOL TO SYSTEM ~ 0 3 - 3 GDL c~ TOR I I I I I I I I I I I I I. I i ~ ' I I I I I I I I I I I I I I I h] +y, I ~ 4]i I I I I I I I, NON - GOMf3U5T 16LE EXTE~ i~~E ~x-r~RioR ~ ~ ~ ~ - ~ X 2 -1/2 X 2 -1/2 FAG I i DRIVE THROUGH GANORY ,u ~ enint~v ~ ~ ~ ICS ICI nC~ FuTF2 in21 I I E t1 0 -8.+ I a a NO SPRINK i ~ I LERS REQUIREC I ~I 10'6' ~ I I I I I I I I I I I I I I I I I I I I I, ~ ~ I I' I I I 1 z01-3.'/2 10~ I I ' 111/4x4- .Y2~ G~ I I ~ I I I ~ I, ~ I I ( I I ' 7 ~ - Il ~ 1 1 I ' I N ~ I I i I I c I I I I I I I I I I I I I I ~ 1 o I I a I I I I I I I i i i I: ~ I I ~ ~ M I i~ ~i , I' o a r°~r ~ I o I 1-~.+h 1 ~ I< I I I I I ' I I I I I I i I I I I i Y I ~ I I I I I I I I I I I I I I I I I I I I I I I I i ~ I I ~ I I i I I ,~'I L i~ I I 'I+ I I ~~I I I I r,x4 3. /i ~ 1 /,x4- .>/~EiG , +o o~ ~1s] I I I I I ~ 1 +~X -1Q 1 I I 5 .al- _ I I I + I I I I I ~ I I I I M I I, I! a i l -r- u, 1 ~ N I I I p I I I ~i I ~I I I ( i I I I r I I I O I I I I ~ I I I I I I I I I I I ~ t0 I I I I I I ' I I I I I I I I I I I PN A Y ~ 0'- ' ~ I I I I ( I I I i~l-0" I i I I I I I N I ~ I ,lye I i I I I I I I I I I I I I I. i I + + ~ I 1 /610 10 I 0 ~ I i H~ NC~ERS I ' ~ ~ PIPE HANGERS SHALL 0E INSTALLED A5 1, P I i I I I I I I I I i I I I I + i '>r NO OTHER PIPING IVND/OR DEVICES ARE I 1 I 10 i I I I xi-g,+ II UNLE55 THE HANGER HA5 BEEN SPECIFIC I I I I I I I I I I II THIS C©NTRAGT p0E5 NOT INCLUDE AID I I I I I I .I I I I I 57RENC~TH OF THE ~UILDIN~ T~ EN ( I I I I I N tq I A6L M I I i I qq N ~ I i I I' I ~ I I I 1 I I I I I I I I I I I I Ii I I V zOL3.Vz I ~ +/~x4- .Yz G ' ~ ~ ~ I I I cs t +o i ~ ~ ~V I I +o I I I + I (14] I +o I I I ~ ~ raw aaMr 0 0, ~ O I ~ 1 I I I I I I ~ I I I I I I ' I F » i REHZER 0 I _ i I 8' ~ ~~w p® M i d ~ I I N µ N ~ ! I I( it I I I I I I I I 7-~-~ N I .I I I 7 I I I I I I I i I I I I I I I i 1x2- , (L I ~ I I . I I i i ~ I I I ~ I r~'v ; I I I i I I ~ i I I yl ~ ~ I . ~ ~ I p~`~+ I ~ etRl ~ I I , I ~ I ~ 1 I I I I I I ~l I I~ I I^ ~ ~•aC o Iti z 4' ' 4x - t I I I I X _ ~ N HANfz R x ~ N~.1 I i h ~ N + 1 N4 x l i h, I 1;1 Ya l Y~ V4 i V~ 1 1 ~ 1 I ~ ~ _ N _ OP BEAM CLAMP I i 1 _ , ui ~ t- ~-~-I_, - , 7 I r~ - ~1 I I 4'1 N I i ~1 - ~ C r W I~+0 ~ I I I I +p~ ~t I i i( ,~,~A I x I I I ~ x I 0. k I I I I~ I I I I i I I I I I I ~ I + I I I ~ M c I ~ i I I f i I I I I i i I I i I I I i z~-0 N I L. I I I I I I I I it I I I 1 I I I I ~ I ~ i I I I I I I ^ I I I I i I I I I IM I I i I I I I I I I I I I I I I I I y'I ( ( I I I I I I '1 I i) ( I I I I I N l~ I I i ! I p~ I I ~ I ~t ~ I I I I I I ~r ~~e• •r~} r~ r ~ •r ;r~rr ~r~ ~~,1~r~ ~M~~r •r~,r C LER I I I i i ; I I I I it I I i, I I I $~t6~~ i I I I I I' I I i i i I I I I( I I I • ~ `:i' I 1 I I I I I I I ~ I ,I I I I I I I I - ~ A E I I I I I I I I . I I I ~I I I I ~ 1 I I I I I I I I I i I I I I i 1 2-0 I I z4L3.Vzl 1 0~ I I I 1+/x ' .+/2C i i I is I i I - a i ~ I I ~ I I ~ I I ~ i 0 I ~ I I 0 I ,I I ;I 0 + I I 0 I~ + 1 0 I ~ I ~ " ~ I 11 N i ( ! I I I I I ~ I I I ~ ~ I I ~ I I I l i ~ I iI I I I ~ I I N I ~5 . I I I I I N I + i I I I I I ~ I I I 4 _ I 1 ' I I I I I ~ I~ I I I I 1 I I I I I [L4] I i I I 'h I I i I I i 1 i I I, i I , ` i I I I l I~ I ~ I I I I II I N I I M~ I I I I I I' ( - 11 I I i ~ - I I I I I I 1 1 1 I I!~ I ' I I I I I ~ I N~fheat ' , I I I I ~ i I' I , Rldge fire Proteet~on Dlstrlot Plan, I I II I I I I I IIy~ i t I e~'I~ I I I I I i 1 I( ~ I i [~3l + 1~~ date: - ~ I C I I I I~ I i I ~,I I I I I . ~ ~ I I I ~ i I ~I ~ , ~ I , [zeVieaued by David Roberts - ~ I I I ~ I ~ o I I I I_ ~ I I I ~Itiifo~rrlt Fro Cade Certif~ation #~b~ r~ } ~/4 I o I 1 I I E i 1 ~ 1 I I I 1+~ 1 h Y~ I o f 11h 1+ i o~+ I I. ~ I ~ ~ ~ ~ 0 1 ~ ~ ~ 1 ~ I . Colorado State Ire Suppressiolt s V t ~ 1 14 I' Y I~ r I I - I , I ~ I I ~ I II - ~ ~ I - a I I- I '(I ~ I ' InsoeGtor Certifieati4n #~~-173 I I I I I I+ I I I II I I I I 'ri I i 0 ~ I I ?~I I I dFFI ' I I I I I, , a ~ Comments: ~ ~s ~x I I I I I I ~ C i I I I I I~ I Li ~ I II I I I~ - I o i I ~ j, 1 P I I I I I I I I i i a I I I I ~ ,I „ [ r+~ I I I I ~ ~ ~ I I I I~ I I I ~~~I 1 I i I ~ 1 1 i i i I I I I ~ I ~ I I ~ ~ ooWN I° x Tp~ _ z u i I I_ I I I I i ~ INSP TEST VALVE I 1( ~ i 1' I _ I I I ~ I~ I~ I I ~ ,r 4 5w~i5 N 6lr'~ h+~G~ NON - GOM6U5T 16LE EXTER I R 0 CANOPY W/ NO SYORAOE BENEATH NO SPRINKLERS REQUIREC~ HYDRAULIC DE SIGN DATA 1`-"~ --`1 relrluersnrl u „ 'CONTRACTOR: 8TS C(}NSTRUCTION,`_LLC 5PRINKLER_SCHEDI P sI .+wvGrri viv L UALLUULAIIL)N If (612) 338-11000 SYMBOL SPRINKLER DESCRIPTION Hozord Closs. ORDINARY HAWD RIPTgN ORIFICE TEMP, FINISH QUANTITY Hozord Closs. GROUP II ADDRESS. 527 Marquette Ave S. Ste 1 0 000; Minneapolis, MN 55402 C? VIKING MODEL M ECOH PENDEN System Type 0 VIKING MODEL M PENDENT r r ns'tX ,20 GPM GPM A GPM s REVISION ted Area 150 DATE DESCRIPTION ~ VIKING MODEL M DRY PENDENT en I Area per Cole to S rinkler VIKING M ODEL M EcaH uP~ICM 324 Demond 2 GPMO 91.73 Pa MO Psi l 64 'Pm* Pei " - I TNaprY+tord~arl~pahaMb~uwdoMyWith r~hrunea Firepump: GPMO psi Dote: NA Time: Test B : 10 to coMraob or of we* FLOW TEST INFO: Y Whtlatrid9 Thk prftor tfor, nmxvxbjc" Location; 0 Site for. rmwed*AadI*cuMdopw#mThbpMordrav* Orifice Size No of Outlet Pitok ress Psi Stotic Psi Residuol Psi Flow GPM U G Pi e; IMPORTANT and any and all 1Norstan *41 be nlamad b e ~.,.~00~"„~,,,,.~,,,~t f p0 T NA NA NA 82 1690 4L PREVENT FREEZING OF WATER IN WET PIPE. SPRINKLER PIPING o~++oIV avatabIa shell be and "khmo 2 100 100 Ft ! OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE 6 HEAD Cas'T & WRENCH ES PROVIDE t} writNn per"'twa°r'trom F9m Prot'°tl°n' aro 3 I 0 ! SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI-FREEZE SYSTEM. F'waACad Design __f quo _ _ West .44th Avenue GONNEGT TO CITY MA I z.. I .y 1 l STR06E/HORN OVER FDG (SHOWN TO SIDE FOR GLARITYI r FIRE DEPT GONNA/2 New Walgreens Store 4 0 tr ~ - 1. l U t i, ~ AUTOMATIC SPRINKLER SYSTEM LAYOUT CONTRACTOR: BTS CONSTRUCTION' rRUCTION LLC I AT ~JMBER 014783 612 338-1000 1000 b " ,os ADDRESS, 527 Marquette Ave South, Ste REVISION DATE DESCRIPTION contracts or proposals of Fire Protection Inc [torcf his print or drawing shall be used ony with reference is print or drowing shall not be coped for, reproduced , nor exhibted to outside parties, This print or drowing IMPORTANT any and oil copies therefore sholl be returned to TO PREVENT FREEZIN re pralecYon, Inc. upon request. Nothing disclosed G OF WATER IN WET herein not publicly available sholl be used without OWNERS TO PROVIDE SUFFICIENT HEAT THE written permission from Fire Protection, Inc. SPRINKLER PIPES ARE INSTALLED, UNLESS h 10625 W I-70 Frontage Road Norlh, #3 Ire rracon Wheat Ridge, Colorado 80033 Phone: (303) 423-3300 Fax: 303 423-3353 _ 1 / `eaSR" / ' 1 / 77 'PHYSICAI: F~SOtL~`~ Client Name Reliance Development Company, LLP Project Number. 25991303 and Address: 1000 Rand To'.ver Date of Report: 4_9_99 527 Marquette Avenue South Minneapolis, Minnesota 55402 -1301 Attn: Mr. Michael S. Freser Project Name Walgreens Retall Stofe #4366 Sample ID Number: 1303-1 and Lowtion: 44~' Avenue & WadswoAh Boulevard i d e R ~ Wheat Rid e, ColoraAo ev ewe y: Sampled By: J. Andrews Date: 1-27-99 Type o( Material: StfuCtUral fill Submitted ey: J. Andrews Date: 1'27'99 Source o( Material: Import Sieve Analysis, ASTM C7960422/ID114 ' soil Classification: Silt sand A-1-b SM Liquid Limit and Plasticity of Soils LL = Non-plaslic Sieve % Passing PL= Non-plastic Size Accumulative Specifica[ion qSTM D4378 PI = Non- lastic Moisture-Density Relalions Maximum Dry Density, (pcQ: 128.0 0 ASTM D698; ~ ASTM D7557; Method: Optimum Moisture, 10.0 6„ g~~ Specifc Gravity of Soils (minus #4 materiaq ASTM D854 Specifc Grevity: 4„ g~~ Resislance'R' Value of Compacted Soils ASTM D2844 'R' Value: 2„ Other: 100 ~/z " 99 'IB" 98 #4 88 #8 75 #10 73 #16 65 #30 56 #40 50 i150 43 #100 29 #200 19 Copies: 10625 W I-70 Frontage Road Norih, #3 Ir Wheat acon Ridge, Colorado 80033 e Phone: rr (303) 423-3300 Fax: 303 423-3353 \ nr-. ' i ~r}~"K%~ i ,.F, r, 4.,~„ ? . , , ' . . .a ~i;l~/h 5 ✓.Y n . . ,i. r ~ .~'lN,~"` .r, , W% < >irv . . Client Name Reliance Development Company, LLP Project Number: 25991303 and Address: 1000 Rand Tower Date ot Report: q_g_gg 527 Marquette Avenue South Minneapolis, Minnesota 55402-1301 Attn: Mr. Michael S. Fraser Project Name Walgreens Retail Store #4366 Sample ID Number. 1303-2 . and Location: 44 Avenue & Wadsworth Boulevard d B R i Wheat Rid e, Colorado ewe y: ev Sampled By: J. Andrews Date: 1-27-99 Type of Material: Footing subgrade SubmittedBy: J. Andrews Date: 1-27-99 SourceotMaterial: Native 5i eve Arialysis, AS7M C i36/G422/Q114 ~ Soil Classification: Silt sand A-2-4 SM Liquid Limit and Plasticity of Soils LL = Non-plastic Sieve % Passing PL= Non-plastic Size Accumulative Specification ASTM D4318 PI = Non- lastic 7" Moisture-Density Relations Maximum Dry Density, (pcQ: 115.5 0 ASTM D698; El ASTM D1557; Method: Optimum Moisture, 13.0 s1, 5" Specific Gravity of Soils (minus #4 material) ASTM D854 Specific Gravity: 4" 3" Resistance'R' Value of Compacted Soils ' ASTM D2844 Value: 'R 2„ 1,, 100 Other: '14 " 99 '/Z " 96 3/e" 95 #q 92 #8 90 #10 90 #16 88 #30 83 #40 78 #50 70 #100 50 #200 32 Copies: 10625 W I-70 Frontage Road North, #3 Ir rracon Wheat Ridge, Colorado 80033 e Phone: (303) 423-3300 Fax: 303 423-3353 r~ y %iH . . . ,c , . . u<. . .n . . . Client Name Reliance Development Compan y, LLP Project Number: 25991303 and Address: 1000 Rand Tower Date oFReport: 4-9-99 527 Marquette Avenue South Minneapolis, Minnesota 55402 -1301 Attn: Mr. Michael S. Fraser Project Name Walgreens Retail Store #4366 Sample ID Number: 1303-3 and Location: 44" Avenue & WadSWORh Boul evafd d B i R Wheat Rid e, Colorado y: ev ewe sampled By: J. Andrews oate: 1-30-99 Type of MateriaL Trench and foundation wall backfill Submitted By: J. Andrews Date: 1-30-99 Source oT Material: On-site/stockpile 9i eve Analysla, p5TN1 G '1D6YC14221D714 ' Soll Classificatlon: Sand lean cla A-7-6 CL Liquid Limit and Plaslicity of Soils LL = 41 Sieve %Passing PL= 13 Size Accumulative Specification ASTM D4318 PI - 28 7" Moisture-Density Relations Maximum Dry Density, (pcQ: 108.0 E ASTM D698; [I ASTM D1557; Method: Optimum Moisture, 14.5 s" 51, Specific Graviry of Soils (minus #4 material) ASTM D854 Specifc Gravity: 4" 3" Resistance'R' Value of Compacted Soils ASTM D2844 'R' Value: 2„ 99 Other: 3/6 " 99 1/7 " 96 '/e" 95 #q 89 pg 83 #10 82 #16 79 #30 75 if40 73 #50 70 #100 62 #200 51 Copies: 10625 W I-70 Frontage Road North, #3 Ire Wheat Ridge, Colorado 80033 rracon Phone: (303) 423-3300 Fax: 303 423-3353 >E ~ 3 n ,»I' ✓i L1 Cp-~ 1G ~i.. 1~(~ ~ a ~~5~ A~.,e/hy, , 77 :'X77-,8f_~> Client Name Reliance Development Company, LLP project Number. 25991303 and Address: 1000 Rand Tower Date of Report: 4-9-99 527 Marquette Avenue South Minneapolis, Minnesota 55402-1301 Attn: Mr. Michael S. Fraser Project Name Walgreens Retail Store #4366 Sample ID Number: 1303-4 and Location: 44th Avenue & Wadsworth Boulevard ' Wheat Rid e, Colorado Reviewed ey: Sampled ey: R. Schneider Date: 1-28-99 7ype of Material: Proposed Import submitted ey: R. Schneider Date: 1-28-99 Source ot Material: 16t' Avenue and Sheridan Si eve Analysis, ASTM C 136/0442Iq114 Soil Classificalion: Sand lean cla A-6 6 Liquid Limit and Plaslicity of Soils Sieve Passing pL = 14 Size Acc umulative Specification ASTM D4318 PI = 23 7^ Moisture-Density Relations Maximum Dry Density, (pcQ: s„ 0 ASTM D698; ❑ ASTM D1557; Method: Optimum Moisture, 5^ Specific Grevity of Soils (minus #4 material) 4„ ASTM D854 Specific Grevity: g" Resistance'R' Value of Compacted Soils Z„ ASTM D2844 'R' Value: V„ Other: 3I4 , 100 1 /7 " 98 316 , 96 #4 91 #8 84 #10 83 #18 79 #30 73 #40 70 #50 66 #100 56 #200 45 Copies: L DAILY REPORT' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44`h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-4-99 Technician: S. Williams Reviewed b: ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site as scheduled to perform moisture/density tests for the curb and gutter subgrade located from the west entrance to 170 feet east. Schares Masonry was observed constructing a masonry block wall from 12' to 16' in elevation on the north wall of the building. SERVICES PERFORMED AND WHERE: 3 moisture/density tests and one masonry observation I CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N1A 1 rerracon N:\CMT\99 PROJECTS\991303\Dailyrpt\3-4-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Project Name and Location: Walgreens - 441h Avenue Pro'ect Number.: 25991303 Date: 3-8- Technician: S. Williams/D. Redman Reviewed bv: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry continued constructing the west masonry block wall, extending from 4 to 8 feet above finished floor elevation. SERVICES PERFORMED AND WHERE: One reinforcing steel observation; one masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A _1 rerracon ~ C:\Terrecon\CMT\99 Projects1991303\Dallyrpt13-8-99a.doc c') # r ; O 2...:,...: cr) yi, O M c ~ of 0 C : ~ a i 9 rn °D = OWOW E ~ .~'a° ~ M M i#y:? O ~ ` ~ M ;:tr^iF~a ~ O ~ 0 o r) c%> U N N "!r%i r 't d' ii: (D M M s,s';:;:. N r ~ p . 0 0 ~ v1 ~ p O : ~ M 0 a . a: x M ; v : tin 4) 32 N IO C. v:~ rn c y ~ a a `'~'s:! 00 N O X s: f0 L E p L lp ~ aLL:..::.- Y: N E. (':~,S~,6J,~RQ C Z tl W y L . O o i;:iSv%iii' C ~ O U > U ii;i?:li~.•: N ~ ~ :~g:~a.:g: i:~#FY~:: Q y d ~ 3 C p C k 6~ L O a ul U:;:,'~<:: ~ ~ ~'~'s` r v ~ u i~ o a o o z z E s N m yO . N }m Q. z❑ > W N c o _ 3 O m 3 1, p Y 0 kli~ C o a o E m E c `,t~,~e'y c p v m w v 9 c ~ ~ x c ::y£:MA~;{; . j: LL > N A o ,Yi w a "gCS: o Q z~ v ° g u' m c;. u'-° "x' ~p~sxy`g ~i Q : j Rtti3' Q V J L N p N L L i!J~iij'$.. " E rnQ ~ ~ v c c . in u i ~ 0 N m _ E E 0 ~ is:u:: C..Y;Bo; q N if~S~ii. y 1 C E O p C O d 6 U U d d J y Z U ~ t~l OI 2 2 Ca dJ U U ~u ~ U m 1 m N N N N Client Name and Address: Project Name and Location: Reliance Development Comps 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Walgreens - 44'h Avenue LLP 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-8-99 Technician: C. James Reviewed bv- c'~', r'~-~-+ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Thoutt Brothers was placing concrete for the sidewalk along 44'h Avenue. SERVICES PERFORMED AND WHERE: One concrete slump and air content test, concrete and ambient air temperature measurements and cast 1 set of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS• N/A UNUSUAL SITE CONDITIONS: N/A lrerrocon C:\Terracon\CMT99 ProJects1997303\DailyrptV3-8-99.doc D%11LYREPORT Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44`h Avenue 44'h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3-9-99 Technician: D. Redman Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry was constructing a masonry block wall for the west wall, and 0' to 30' east of the southwest corner of the building at an elevation of 8' to 14' above finished floor. Schares Masonry had placed grout before our scheduled observation was made in these areas for the bond beam horizontal reinforcing. SERVICES PERFORMED AND WHERE: One masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were not in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMT\99 PROJECTS\991303\Dailyrpt13-9-99a.doc aAILY REPORT'i Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'" Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3-11-99 Technician: S. Williams Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry placed grout in reinforced masonry cells at an eievation of 20' to 24' above finished floor elevation, located 0' to 47' east of the southwest corner, 0' to 100' north of the southwest corner and 0' to 135' east of the northwest corner of the building. Bond beams and reinforcing steel was in place before grouting began. SERVICES PERFORMED AND WHERE: One masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lferracon N:\CMT\99 PROJECTS\991303\Daityrpt\3-11-99a.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'" Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-16-99 Technician: D. Maqaisa Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: PLS Constructors was pouring concrete for the slab of the Walgreens Building. Swerdfeger Construction was applying a compactive effort to the roadway subgrade north of the intersection of WadswoRh and 44'" Avenue. SERVICES PERFORMED AND WHERE: Twelve moisture/density tests, three concrete slump and air content tests, concrete and ambient air temperature measurements and cast 3 sets of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lrerrocon C:\Terrecon\CMT\99 Projects\991303\Daityrpt\3-16-99a.doc M C a (h c7 M M N N N N N N N N V1 eh ~ C~ C o 0 o ~ o ~ o ~ 0 o 0 o 0 o 0 o 0 o 0 0 0 0 0 0 M tf1 ~ ~ ~ N~ L(1 06 O vj O uj O16 O vj Ouj O vj O vj O 6 O d~ ~ ~ u ~ q o a5 d ~n 7 N ~ N ~ t+I (3) N ~ N ~ ~ p 0 ~ LL d e ~ co U ~ O ~ O O N ^ Qj _ ~ p V M N Gp ~ p d ~r 0 N ~ O O O p O O O O 0 O O ° O O ~ ~ (7) ~ ~ °o °o 0 °o o °o °o N + + + + + + + + + + 0 9 rn o 0 0 0 0 0 0 0 0 ~ ~ ~ rn rn o 0 0 0 0 0 0 0 0 0 m co ~ o to z ~ U O 0 a ~ c o - ~"j ~~i O O O O u1 u1 N u1 Y7 Ln N C ~ O O O O E m a 0 'o y, J o E U o c a Z O y N d a0 ~ OD (O O 7 h O O 1- M M c ui v oi o o r ^ r~ o ri N p N ~ ~.j O O N N ^ N N ~ N t9 D J I- LL C~ Q' d ~ eF N '0 a0 N a0 ~ 1~ f0 I'- a0 a d o (V ri N vi N <'1 ci v M a~ N M r M ri n ~n th 7 ~ ~ U N ~ ~ w t4 (n t0 tn (A tA tA (A (4 (A (A ~ L d ~ 3 ~ a ~ ~ a a ¢ a a a a ¢ a ¢ a ¢ y J ~ ~ ll 2 Z Z Z Z Z Z Z Z Z Z Z Z YI L r f7 m C E L ~ ~ L 0 N N N .t+ p U tA O (n N p 3 V' [O o ~p O tn N d ~ d ~ d `a~ , d C G~ N N O ~ C N v o rn G ~ ~ N ~ G C C 0 + + + + ~ ♦ + ~ Q Q > o c j a a f`') N N (V N N R < o V y ~ Q Z t ~ ~ .a° ~ N ~ N ~ N '.3 N c c c c O c c O c c ~ V C 6.. nt J .:J :w a J J J QI > F j.," ~ a~ a v 79 a LL N ~ c y ~ o c c N m m m m a-- N °c~ 0 m cr m m d m > S o aai m a`> a aci a aai a N ~ o ~ o ~ c m (D' 0 ° N 3: o ~ ~ !C 2 u i ~ a 2 E ti rn rn m rn m rn rn m m rn rn rn E ~ E m t ~o ~O <o m tc to cD t0 co to m ~D o Z f/~ Q Z~i ° o m ~ Z r ro rn o c~ U Q a ~ ~ ~ L r N ~ t0 a Client Name and Address: Project Name and Location: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneaoolis. MN 55402 Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard 3-16-99 I Technician: S. Williams I Reviewed bv: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry constructed a masonry brick wall from 0 to 135 feet east of the northwest corner at a height of 0 to 4 feet. SERVICES PERFORMED AND WHERE: One masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon C:\Terrocon\CMT199 Projects097303\Dailyrptl3-16-99.doc DAILY REPORT' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 4416 Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-23-99 Technician: S. Williams Reviewed b: G"-ve- WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry was constructing a masonry block wall from 4' to 8' in elevation, located 0-100 north of the southeast corner. SERVICES PERFORMED AND WHERE: Obtained one set of field cured grout prism and one masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount Constructors UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMT\99 PROJECTS\997303\Dailyrptl3-23-99.doc Compressive Strength Test Report In Beneral compliance with ASTM. Terracon Project No. 25991303 Report No. 6 CI18flt Reliance Development Company LLP 1000 Rand Tower 527 Marauette Avenue South Minneapolis MN 55402 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)-423-3300 PfOJ2CLWalqreens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridae Colorado qttn:Michael S. Fraser Field Mix Data SampleDate: 03/03/99 Time: 0640 Ma[erial: Iconcrete,Brouqmortaq GROUT Sampled by: D. RedmBn Design Strength at 28 deys 2000 psi Placemen[ Description: Masonary block wall Material Supplier: Schares Masonry Delivery Ticke[ No: 0020220 Truck No.: 204 Mix I.D. No.: 70-5-04-70 SampleLocation: 10'E. and 8' to 12' in heivht Placement Method: PUmp Idirect tlischarge, crane entl bucket, pump) Field Test Data Test Result in Slump 11.0 . , Air Content % , Concrete Temperature, °F 52 ° F Am6ient Tempereture 40 , pcf Plastic Unit Weight , Laboratory Test Data (ASTM C 39) Nominal Specimen Size 3.5" x 3.5" x7" Specimen No. Specimen Size, inches Cross-Section Area, sq.inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracwre Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: Coarse aggregate size: _ Admixtures: - - Batch size (cu.yd.): 4. 0 Cu.Yd placed: 4/ 4 Water added on site, gal.: 35.0 Batch time: 0605 Time in mixer, min.: 35 IIM1e Oreceeding Intormation obtainetl from tlelivery tickep Specification 8-10 55-90 40+ Datesubmittedtolaborarory 03/04/99 A B C 14.108 13.991 14.254 S.K M.S M.S 03 10 99 03 31/99 03 31/99 7 28 28 2000 2000 23320 27400 38070 1650 1960 2670 Distribution: MEEZUBB a b c d e f u Fracture Types Notes: ❑ Field mie ana lieltl test tlata pmvi0ed by otM1ers El FieIE test tlata by Terrocon in Benarel compliance wiN ASTM C 1019 Reviewed Assistant Proiect Manager Compressive Strength Test Report In Beneml campliance with ASTM. Terracon Project No. 25991303 Report No. CIICIIY Reliance Development Company 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 4" x 8" atm: Michael S. Fraser Field Mix Data SampleDate: 03/05/99 Time: 1040 Material:lconcate,grout.monarl CONCRETE Sempled by: P. Peeders Design Strength et 26 days 3000 psi Placemen[ Oescription: CuTb dnd quttEx' Material Supplier: GOZCIER' s Delivery Ticket No: 442240 Truck No.: 185 Mix I.D. No.: 654013 Sample Location: 20' east Of the Coarse eggregate size: weSteT'n entYanCe Admixtures: Placement Method: DIRECT DISCI-IARGE (direct Eischarge, crane antl bucke4 pump) Field Test Data Test Result Slump, in. 3.25 Air Content, % 7r. 0 Concrete Temperature, ° F b U AmbientTemperature, °F 35 Plastic Unit Weight, pcf _ Laboratory Test Data (ASTM C 39) Nominal Specimen Size . Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen W[., Ibs. Tested By Dace Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: 1 rerracon 10625 W I•70 Frontage Rd, St.3 Wheat Ridge, CO 80033 ( 303)423-3300 PrOjBCtWalareens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheat Ridqe Colorado Batch size Icu.yd.l: 10 . 0 Cu.Yd placed: 10 . 0 Water added on site, 0a1.: 0 Batch time: 0925 Time in mixer, min.: 75 Itbe Oreceetling information obcainetl imm delivery tickeq Specification a-1 40+ Datesubmittedtola6oratory 03/06/99 A B C 4 4 4 12.57 12.57 12.57 A.F 03/12 99 04/02 99 04/02/99 7 28 28 3000 3000 41050 54500 54000 3270 4340 4300 Distribution: ~~~~URE a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fieltl mix enE tieltl test data provitletl bV others El Fieltl [esttlate by Terracon in substamialaccorEance with sampling ASTM C 172, Casting Specimens C 31, Slomp C143. Ab Contant C 173 or C 231, TemOenmre C 1064, Uni[ WeiBht C 138 Reviewed by:<-- - Assistant Prolect Manager Compressive Strength Test Report In ganeral compliance with ASTM. Terracon Project No. 25991303 Report No. 21 Water added on site, Bal.: 0 Batch time: 1245 Time in mixer, min.: 30 Ithe preceeainq information obtainetl fmm Eelivery tickeq CI1211t Reliance Development_Company LLP PI'OjeCt Walqreens Retail Store #4366 1000 Rand Tower 44th Avenue & Wadsworth Slvd. 527 Marquette Avenue South Wheatridqe, Colorado MinneaPOlis, MII 55402 Ann:Michael S. Fraser Field Mix Data SampleDate: 03/29z99 Time: 1315 Material: Iconcreta,groutmortarl GROUT Sampled by: J. AndreWS Design $[rength at 28 days 1000 psi Placement Description: MaSOnTy b1oCk Wall Material Supplier: Camae Delivery Ticket No: 0022083 Truck No. : 125 Mix I.D. No.: Sample Location: E. 0 X 3.5 Coarse a09reqate size: Admixtures: 8atch size Icu.yd.l: 4. 0 Cu.Yd placed: 4/4 Placement Method: DIRECT DISCHARGE Idirecc Eischerge, crane and bucket, pompl Field Test Data Test Result Slump, in. 10.0 AirContent, k Concrete Temperature, ° F 1 Ambient Temperature, °F 65 Plastic Unit Weight, pcf . . Laboratory Test Data (ASTM C 39) Nominal Specimen Size 3.5" x 3.5" x7" Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tes[ed By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi To[al Load, Ibs. Compressive Strength, psi Comments: Specification 10" max 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031423-3300 5-9 40+ Datesubmittedtolaboramry 03/30/99 A B C D 13..338 M.S 04/05/99 04/26/99 04 26/99 7 28 28 HOld 1000 1000 27380 2110 Distribution: ~ ~ ~ ~ UBY a b c d e i u F r a c t u r e T y p e s Notes: ❑ Fi¢IG mie antl fieltl test tla[e provitlea by o[M1ers ~ Fieltl test data by Terracon in Be^eral comDliance wiN ASTM C 1019 Reviewed by:~~*"" r~ Assistant Proiect Manager MARTIN/MARTIN Conwtlinq Engimsn °`5' "'°11"9 a°`°°°' June 11, 1998 W~e:n Ritlge. Caioredo 80034 -4001 10_' 43' 6'00 Mr. Bob Gaspar City of Wheat Ridge Building Department 7500 West 29th Avenue Wheat Ridge, Colorado 80215 Re: Walgreens at 44t" & Wadsworth Project No.13520.01 Mr. Gaspar: In confirmation of our recent conversation, the use of the following standards and/or procedures for the structural design of the referenced project is acceptable to your department: 1. Seismic loading in accordance with UBC 1994 using the following parameters: Zone 1 Importance Factor 1.0 2. Wind loading in accordance with UBC 1994 using the following parameters: Basic wind speed = 90 mph Exposure category C 3. Basic unobstructed flat roof snow loading of 30 psf 4. Special Inspection complying with 1994 UBC Section 1701 will be provided for the following structural items: a. The taking of test specimens [and placing] of all reinforced concrete. b. Welding of structural steel and reinforcing steel. c. High strength bolting. d. Structural masonry. The above is considered correct unless you respond in writing within seven days. Sincerely, ennifer Robertshaw Design Engineer DEPAPTNM rT cFFUEy~C WOFZ~ MEMORANDUM roved Date TO: Darin Morgan, Codes Administrator FROM: Greg Knudson, Development Review Engineer DATE: July 30, 1998 SUBJECT: Wadsworth Commercial Centre, West 44th Avenue & Wadsworth Blvd. - Notification of ~ Project Status Per our discussion, this memorandum is provided in order to advise you the following issues that will preclude the Public Works Department from approving any Certificate of Occupancy request for the above referenced project: 1. Two signed and stamped sets of the engineered construction drawings for West 44" Avenue and Wadsworth Blvd. These plans need to also include the proposed striping plans for these streets. 2. An itemized engineer's cost estimate for those proposed public improvements, including all traffic signing, striping and signalization for West 44`h Avenue. 3. Upon approval by the City of the above referenced cost estimate, a letter of credit matching the total cost of public improvements required needs to be submitted to the City for review and approvai. 4. The required public improvements for West 44' Avenue need to be constructed to City standazds. This includes all contractor licensing and permitting prior to any work commencing in the right-of-way. 5. The approved onsite grading/drainage improvements for the entire project (including the Walgreen's site), need to be installed in accordance with the approved final drainage report and plan. 6. A signed and stamped letter will be required from the projecYs civil engineer of record, JR Engineering, certifying the satisfactory completion of the grading/drainage improvements for the entire project as defined in the approved final drainage report. As of this date, no site work has begun on the Walgreen's site, and I do not know the status of drainage/grading improvements that may have been completed. I hope this information is helpful to you. Please let me know if I can be of further assistance. cc: Bob Goebel, Public Works Director Alan White, Planning Director Dave Kotecki, Sr. Project Engineer Steve Nguyen Traffic Engineer Meredith Reckert, Sr. Planner DAILY' REPORT' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Waigreens - 44'" Avenue 44'" Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-2-99 Technician: D. Redman Reviewed b : WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry was constructing a masonry block wall from 0' to 4' above finished floor elevation for the north, west and south walls of the building. Vertical steel reinforcing and grout were observed being placed in these areas. Nine gauge joint reinforcement was observed in mortar joints on every second course. O O SERVICES PERFORMED AND WHERE: A RQ~ Y4 ~ N99 1 set of 3 grout prisms and one masonry observation a`o c Pe ' S~ t ~ o c~ s`~ a c o~° CONFORMANCE WITH PROJECT REQUIREMENTS: O a~O 1 G ~ae`~ B C Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Reliance Development UNUSUAL SITE CONDITIONS: N/A lrarrocon N:\CMT\99 PROJECTS1991303\Dailyrpt13-2-99.doc DAILY REPORT ' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-5-99 Technician: D. Redman Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonary was constructing a masonry block wall from 0' to 4' above finished floor elevation for the east wall. Vertical reinforcing steel was in place but was not tied nor were there any centering devices present. At this time, Terracon is expecting a fax from the engineer of record noting that centering devices and tying off reinforcing steel is not needed for this project. SERVICES PERFORMED AND WHERE: One masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Bob with Schares UNUSUAL 51TE CONDITIONS: N/A ~ lrerracon N:\CMT\99 PROJECTS19973031Dailyrpt13-5-99a.doc DAILY REPORT". Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 441h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-10-99 Technician: D. Redman Reviewed b: ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry placed the two No. 5 bond beams for the north wali at an elevation of 18' above finished floor slab. They also continued constructing a masonry block wall from 12' to 16'. Schares also placed grout this morning in these areas. SERVICES PERFORMED AND WHERE: One reinforcing steel and masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lffierracon N:\CMT\99 PROJECTS\991303\Dailyrptl3-10-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'" Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3/24/99 Technician: J. Andrews Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terrracon arrived on site as scheduled for masonary observations to find grouting compiete and in place. Terracon was unable to obtain a sample of grout. SERVICES PERFORMED AND WHERE: Reinforcing steel observation CONFORMANCE WITH PROJECT REQUIREMENTS: Rebar was in general compliance with specifications. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon _J Z:\CMT\99 PROJECTSl9913031Dailyrpt\3-24-99.doc Y C9 p \ ~~RM' Z ~ ~ . 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Z u ~ U ° °c 6 R N a N a N ~(V ; „ m . ,r DA~LYREPORT' Ciient Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 3-25-99 Technician: J. Andrews Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry was placing block wall and grout for masonry block walis at gridlines 1.0 x A.75 - D.8 at an elevation of 12' to 18' above finished floor and E.0 x 1.0 - 8.0 at an elevation of 8' and 12' - 18' above finished floor slab. SERVICES PERFORMED AND WHERE: 1 set of 4 mortar cubes, 1 set of 4 grout prisms and one masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Reliance Development UNUSUAL SITE CONDITIONS: N/A lffierracon N:\CMT199 PROJECTS1991303\Dailyrpt\3-25-99.doc Client Name and Address: Project Name and Location: ber Technician: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Vftftftens - 44'h Avenue 40 Avenue and Wadsworth Boulevard 25991303 Date: P. Peeders Reviewed b 2-23-99 WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to observe K.R. Swerdfeger place moisture and a compactive eftort to waterline trench backfill crossing Wadsworth Boulevard, 200 feet north of 44'" Avenue, and foundation wall backfill for interior. Norman with Catamount Construction informed us that they would rework test areas 4 through 7 at a later date. 00 0! SERVICES PERFORMED AND WHERE: ~ ` 9"0 ,11 . . Nine moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test resuits were in conformance with the exception of test nos. 4 through 7. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon N:\CMT\99 PROJECTS\997303\Dailyrpt2-23-99.doc f7 ~ f ~ d ~ o c M M M N M ~ C d+ m 0 0 ~ ~ = ~ ~ 1 o ao ~o - o - o ~o ~ ~ ~ ~ O ~~y o ~ o ~ (O O N O N O N O N O N O N ~D (D 0 u ° 't N LL pC? 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Redman Reviewed b: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Schares Masonry piaced grout for the north masonry wall from elevation 4 to 8 feet and then continued constructing masonry block wall from 8 to 12 feet in height for the north wall. All reinforcing steel was stabbed in place after all grouting. No centering devices were used. The bond beam was installed at eleven feet above finished floor elevation. SERVICES PERFORMED AND WHERE: One set of three mortar cubes, one set of three grout prisms, one reinforcing steel observation and one masonry observation CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance, except as noted above. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A 1 rerrocon N:\CMT199 PROJECTS\991303\Dailyrpt13-3-99.doc . . . . Cl) o m M 0 M ~ 0 N EW m 0 O M Z ^ ~ G':e a O ~ M M ~ OC? C ? p c,,) M E ~ O M N; 5;~~;~ r x V. :;iti~.i^': M ('7 N m N ~ O O M M ~ ~ ;JI i N 53 : .i ~ ~ N : ~ry~ N a m C ' ii•: 04 ~ 00 o O L E E . c 3• . ~ RL w aa L . ro v m Z %iir~!!~~'K; m a 3 c n V 0 LL a :;s~%:'gj?~; u v u t a u . 'a E~ 0 ~ o ~:?':vw/::9i ❑ j:i w y,~ a • ~ n N ~ : ~ ~ a A ` " Y 7w:i; p m W - 3 C d« L 0 a r n ci 4 ~:3'.'1~w':i:i ..1 ~y ' ' ~C ~ N ~ : y~y " U t:~1K".; : C C . >i.!p/`:' C 7 p a Z Z ~r s~ " w O ~ i~ % : ,p YY y W ~ : J j ~ ~ g C N O m 3 L O y t f~ t o ❑ : E ~ 3 X C E ~NLL Q> ~ ~ O ~ a Tm O Q Z ii!f Ul O Ul m V V' ~ U E3 1~ q C m " ; N 'O j-~ o N O~ N C v t L E c Q ti~ l0 n~ C NW.C 0~ C C ~ ~Q E - N N N q (J 0 C U W N U U _ ";k.5'`!!li` W O N ` 2~ r- ln cG Q > V > 7~ 0 y 1 ~ O m E E ~ m W J C N U C= O „ - a u y N d C 0 E O N ~ ~ d N N N ~ J o 0 Z 9 O 2 m ~ ~ u . ~ ~ C n n e C a y O mJ , u y y ` ~ U N 6 m N N Iq N DAILY REPORT Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Project Name and Location: Walgreens - 44th Avenue 44`" Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3/11/99 Technician: D. Redman Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to observe the masonry construction of the west wall. Terracon was informed that the grout placement was canceled. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon N:\CMT\99 PROJECTS1991303\Dailyrpt\3-11-99.doc Client Name and Address: Reiiance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and location: Walgreens - 44~h Avenue 441 h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-22-99 Technician: P. Peeders Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: K.R. Swerdfeger applied moisture and a compactive effort to the foundation wall and waterline trench backfill. Norman with Catamount Construction informed us that they would rework test areas one through five at a later date. SERVICES PERFORMED AND WHERE: 8 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance with the exception of test nos. 1 through 5. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Reliance Development UNUSUAL SITE CONDITIONS: N/A lrerracon C:\Terracon\CMT09 Projects\991303\Dailyrpt\2-2-99.doc M ~ c m' a y N (h N N N N ~ N iy M C 0 ° O O O O O O 0 0 Z ~ N ~ y O N O O O 0 0 1 O 1 ~ M [v tr~ ~ o Vj ~!1 ~ o uj O vj o~ O uj O(V o N O ry M~ N V ~ (N V OD Ce) cD cD ~ LL Q Q O I~ W OD 00 dD fO (O , ~ U 0 ~ r It ti v o o p ~ K.M....~. ~ ~ 9~'c N u~ LO YO ~ N a0 00 a~ m ~ tr a~ rn (3) rn (7) rn rn rn rn ~ C Q L , m ~ J ~ L ~ G. Q _ ~ u cu o~~ co eo r In ao rn ao rn ,n m ao ~ a~ rn rn rn rn rn rn rn rn ~ mUD (L N ~ a U ~ a v ° c o U N O N Ln N tn O O n ~'c ` N GO tn N ~ N OD 00 c ~ a Z) O N CA E m ~ ~ U T ~ J 0 E U a 'c a ~ L U O ~ Z ~ 4 N ~ 00 N N O N ~ y O p O th ~ N N ~ p . - a J F- LL CI K I~ V (O th N t~ 1~ a0 OJ I(1 ~ Oi M (O 0 M M co 7 ~ U ~ a C7 C~ 6 6 6 6 6 0 ~ J W UJ (q (n (/J (n IA (n (n ~ ~ d J > 5 u = m fV fV IV (V (V fV ' N ~ 3 ii n ~ ~ ~ .N C d ~ ~ d V' N N O p) ~ N {a ~ E ~ N Q n y 0 3 > ° F- 0 ~ V c° ~ ~ o ~ O ~ ~ (A Z N c ~ m ~ U Q > a L m O ~ L t0 ~ ~ O ~ U) N g ~ d~' OCI '310 O w D `O j u i Q m Q Z L ~ t ~c d y v_i w « CC) c s at0i ~ ¢ ~ 6 E m z ~ .o o ~ a -i o O O 0 0 0 ~ ~ ~ m 3 3 m m o9 0'9 a 3 E N o E o p 6 ~n o u~ ort' o~ ~ , 5 o m ~ c 3 - o N l0 -p o W N 0 0 N 0 N (O ~ o N lO - o IO ~ o (O C _ o (O C F Z t~ r~ v Ln co r 00 N m N d Compressive Strength Test Report In Banaral complianco wilb ASTM. Terracon Project No. 25991303 Report No. 5 CIIBf1Y Reliance Development Company LLP 1000 Rand Tower 527 Marquette Avenue South Minneapolis, hIN 55402 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031-423-3300 ProjeCtwalqreens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridqe, Colorado Attn:Michael S. Fraser Field Mix Data SampleDate: 02/15/99 Time: 11:00 Material: Iconc.ete,erouCmortatl CONCRETE Sampled by: B. MetZ Design Strength at 28 days 4000 psi Placement Description: SCEffI Wd115 fOY Material Supplier: REdCly M1X buildiriq Delivery Ticket No: 136486 TruckNO.: 271 Mix I.D. No.: 135100 Sample Location: Northwest corner (south 70 feet) Placement Method: DIRECT DISCHARGE Itlirett discharBe, crane and buckeq pum01 Field Test Data Test Result Slump, In. 4.0 Air Cantent, % 7.6 Coarse aggregate size: - - Admixtures: Batch size Icu.yd.l: 10 . 0 Cu.Yd pleced: 10/40 Water added on site, gal.: 5. 0 Batch time: 1016 Time in mixer, min.: 44 fbe praceetling in(ormation oEtainetlirom tlelivery ticka0 Speclfication a 11 m~,. Concrete Temperature, ° F 62 Ambient Temperature, °F 40 Plastic Unit Weighq pcf Laboratory Test Data (ASTM C 39) N/A SG_an Nominal Specimen Size 4" X 8" Date submitted to laboratory 02/16/99 Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tes[ed Age at Test, days Frecture Type Min. Compressive Strength, psi TotalLoad,ibs. Compressive Strength, psi Comments: A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F S.K. S.K. 02 22 99 03/15/99 03 15 99 04 12/99 7 28 28 56 4000 4000 4000 44010 47810 52280 3500 3800 4160 Distribution: MEZZUBP Fracture Types Notes: ❑ Fieltl mix antl fielA test tlate pmvitletl by others ~ Fieltl tast data by Termcon in general complian<e with samplin8 ASTM C 172, CastinB Specimens C 31. SIUmO C143. Air Contan[ C 173 or C 231, Tamperamre C 1084, Unit WeigM C 138 r Reviewedlby:'-'- ' Assistant Project Manager Compressive In qeneral com0(lence with ASTM. Terracon Pmject No. 25 Report No. 9 Strength Test Report 303 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 CI12f1L Reliance Development Company PrOJeCYWalqreens Retail store #4366 1000 Rand Tower 44th Avenue & Wadsworth Blvd. 527 Marquette Avenue South Wheat Ridae Colorado Minneapolis MN 55402 ntm: Michael S. Fraser Field Mix Data SampleDate: 03/08/99 Time: 09:25 Material: Iconcrete,erout,mortatl CONCRETE Sampled by: C. James Design Strenqth at 28 days 3000 psi Placement Description: SiCleWalk Material Supplier: GOlden' S COmpdnies Delivery Ticket No: 442617 Truck No.: 5 Sample Localion: 10' east of the east entrance off 44th Ave. Placemen[ Method: DIRECT DISCHARGE Idirect Jischer8e, crane and buckat, pumpl Field Test Data Test Result SWmp, in. 4.0 Air Content, % 7.1 Concrete Temperature, °F 55 Ambient Temperature, °F 46 Plastic Uni[ Weigh[, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq, inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Tes[, days Fracture Type Min. Compressive Svength, psi Total Load, Ibs. Compressive Strength, psi Comments: 4x8 Mix I.D. No.: Coarse aggregete size: _ Admixtuies: Batch size Icu.yd.l: 8 Cu.Yd pleced: 8/70 Water added on site, gal.: 0 Batch [ime: 08 : 18 Time in mixer, min.: 67 I[he preceeEing inlormation obtained /mm tlelivery ticketl Specification Dete submitted to laboratory 03/09/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 S.K. 03 15 99 04 OS 99 04 OS 99 7 28 28 HOld 3000 3000 41990 3340 Distribution: MEZZUBB a b c d e f u Fracture Types Notes: ❑ Fieitl miz aM fieltl test data pwvi0etl bV others ~ Fieltl tas[Eata by TerracOn in suESlantialeccorEance witM1 sam0linp ASTM C 172. Casting Specimens C 31, SIUmO C163. Air Contem C 173 or C 231, Temperamre C 1086, Unit WeiBht C 138 Reviewed'W.:..,,. Asaistant Proiect Manaqer Compressive Strength Test Report In Benaral compliance witM1 ASTM. Terracon Project No. 25991303 Heport No. 10 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 CIIEf1Y Reliance Development Company PfOJ2CtWalqreens Retail store #4366 1000 Rand Tower 44th Avenue & Wadsworth Blvd. 527 Marquette Avenue South Wheat Ridge, Colorado Minneapolis, MN 55402 Attn: Michael S. Fraser Field Mix Data SampleDete: 03/09/99 Time: 0910 Material: Iconcreta.erou+,monarl CONCRETE Sampled by: P. PeederS Design Strength at 28 days 3000 psi Placement Description: CuT'b and qutt2Y Material Supplier: Golden' s COrtlDdnies Delivery Ticket No: 433077 Truck No 175 Mix I.D. No.: 654012 Sample location: 40' west from Coerse eBBre9ate siza: WadSWOTth on 44th Admix[ures: Batch size Icu.yd.1: 10 . 0 Cu.Yd placed : 10 Placement Mechod: DIRECT DISCHARGE Itlirec[ tlischarga, crane entl bucket Oompl Field Test Data Test Result Slump, in. 4.5 Air Content, % 7.8 Concrete Tempera[ure, °F 62 Ambient Tempera[ure, °F 45 Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4X8 Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age ai Test, days Fracture Type Min. Compressive Strength, psi Total Laad, Ibs. Compressive Strength, psi Comments: Water added on site, gal.: 0 Batch time: OS : 23 Time in mixer, min.: 47 phe preceetling inlormation obtained irom Eelivery tickeq Specification 5-8 55-90 40+ Date submitted to laboratory 03/10/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F. 03 16 99 04 06 99 04 06 99 7 28 28 Hold 3000 3000 38240 3040 Distribution: MEZZUBE a b c d e f u F r a c t u r e T y p e s Notes: ❑ Fieltl mix aiW fieltl test date Orovitletl by others 91 FieIE test tlele by Tarracon in substential accortlance with sem0linB ASTM C 112, Cestin8 SDeclmens C 31, Slump C143, Air Content C 173 or C 231, TemDeratme C 1080. Unit WeiBM1t C 138 Reviewetl%Gy"i ~ Assistant Project Manaqer UJao~su~~r~1- Client Name and Address: Reliance D LLP 527 Mar uette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 41401 tab4 44'h Avenue and Wadsworth Boulevard Proiect Number.: 25991303 Date: 1-27-99 WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on the structural fill for informational purposes only. AYYg0vVJD SERVICES PERFORMED AND WHERE: pR rj ~9g9 Obtained two on-site/import soii samples M~ocVPI~a,m~r~stca~~Y ~ ~olC~es A CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:\Terracon\CMT\99 Projects1991303\Dailyrpt\1-27-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44I" Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 1-28-99 Technician: J. Andrews Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on footing overexcavating su,grade and structural fill. SERVICES PERFORMED AND WHERE: 6 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:\Terrecon\CMT\99 Projects\997303\Dailyrpt\1-28-99a.doc M ~ J I d I ~ io '(n 'O- ci m ~ c N N y ~ p M ~ Z 0 O ~ O ~ O ~ O ~ O 2O U O6 N - O . N.- O ~ O (6 O N O N o d~ u LL o O U C~ M M N ~ d ~ Q d ~r N ` d V p 0 o ~ N 0 ( l ' a~ rn rn O) rn OD rn OO rn ur ~ ~ ~ ~ N lY ~ m O 0 ~ M a0 ~ 0) W OD (O Q (O J Z` c 0 ~j ~ 2i Y) tn N N O O n ~'c ~ N N N N N C a E ~ N ~ O 0 U O T E U a 'c ~ ~ m z = o ~ Z o y 0) d ' Ln N o 0 o r . ~ m~ ~ y a` c'~ (V ~ M N N O 'O V ' . - p ~ 1 N t0 N ~ e a J 1- ll C7 T r o m ao r rn ~ oi N N N N V' t`'1 ~ c- 0 U cm U% :2 J W m m m m m m 3 fV (V cV (V (V H co ~ J F+ ^ _ ~ ~ ~ LL d ~ T ] C ~ Q m O ~ L ~ t t0 O Q O ° i ~ ° ~ E E ~ p C ~ x U ~ V U O N~ C~ (1 C ~ > ° p E d v) ¢ ~ a ~ Y ~ 3 3 a~i y y d 'a O ~ > Q Z L ~ OI O q p O L C ~ L ~ d 71 i p in O a N F- u o J E o ~ m ~ a E LL N ~ c Q, o c = ~ $ c' o ~ $ ~ o m ~ $ N ° 1 0 Q Q N 1 ~ C O N t F"' Z (n p tn G C G~ ~ N ~ m rn m m m ~ ~ vJ Z • ~ 0 '0 ° N r~ v d co U a z r- ~ a~ m m a Client Name and Address: Reliance Develo LLP 527 Marquette Avenue South Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 1-: Technician: P. Peeders Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to obtain a sample of soil for further lab tests. SERVICES PERFORMED AND WHERE: Obtained one on-site/import soil sample CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A _lrerracon ~ C:\Terracon\CMT\99 Project5~991303\Daityrpt\1-28-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-1-99 Technician: J. Andrews Reviewed by: f^ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Catamount was applying moisture and a compactive effort to the structural fill beinG placed as replacement fill. SERVICES PERFORMED AND WHERE: 4 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:1TerreconlCMT\99 Projects\991303\Dailyrpt12-7-99.doc lh _ ~ C .d.. m' a ~ N N N N CO ~ M M p c N C ~ ~o ~ o 0o ~ o .0 M c~ O z pm C O M O P') O M O M O u C q ~ N O p 0~ M M o A c~ U N N ~ LL 0 p_ 00 y ~ o ~ O e ~ pj « ~ v g'~ a0 01 aD (3) o0 O) 00 (3) ~ N N + ro + rn ~ N m 'o = a~ ~ rn o o cc tD U Q O Z` ~ ~ v c 0 ~ ~ ~ o 0 0 0 Q ~ eo ro ao co E aD N N N N co N ~ 0 . 'V T J Z' O U o 'c a E 73 L U ~ Z p (h O d y N p ~ m. Z` ~ O. N N O 0 CD N (O N ~ ~ y 47 N N ~ ~ d J F- LL U R' d ~ N O '4 (O O N N O V It Iq a ~ U (7 C7 C~ ro oo ao ai ~ Q' J W N N ~ ~ N ~ ~ O O O O d L N a I.f~ ~ J c~ N N in in ~ > LL 6 ~ n L m ~ ? 0 L O .N v N ~ O N N ~ c $ Q~ aC7 C u~1 > m ~ $ o. $ o Q n ` j ~ Q ~ v o ~n g Yna w~ 'Q ; a Z "t c f0 m 'o `0 3 o a~ 0 3`o N ~ ~ t N - ~ o ~ ~ LL N O ~ o c c " ~ o c c4 c°i 8 N 0 E m m 2 > > m a"i m ~ m N m o o 2 t~ c c ~ ' ~ ~ ~ N ~ m ~j > R (n ~ C C ~ 6 N p ~ N ~ C!~ N ~ ~ r ~ E 0 z ~ i i ° a a a a 0 ~o ~na Z ~ o UQ i0 ~ = N M It ~ J ~ CD m d Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-2-99 Technician: J. Andrews Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Swerd Ferger Construction was applying moisture and a compactive effort to the structural fill. SERVICES PERFORMED AND WHERE: 2 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount Construction UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:\Terracon\CMT\99 Projects\991303\Dailyrpt\2-2-99.doc ~ d A 'm N N th y M M ~ d c ~ M ~ C z v~ oo ~o 9 th N Q m c O M O th 6 ~ O O d' o x U a C A o ~ aJ a0 N ~ ` C ~ LL ~ ~ d O ~ d OD ~ o A c O n V ~ 'I ~ A 1 3 a~ ~ vm'c OD a0 ~ ~ (7) ~ ~ ~ y U N ~ Q f0 (O U c o ' . CL C s ~ a ~ ~ ~ N m N d O ~ J 0 E U o c a Z O y a) ap ~ d O 'O O 1] N N (0 N ~ N N d. J F- LL C7 2' <o v d ~ oi O U ai C6 (7 2 ~ W N ~ 7 N ~ t ~ ~ c J - _ ~ fV (V ~ LL n ~ d C Q ~ m ~ 3 O r fA U ~ N ~ 0 ~ = y ai ~ o 7 c N cc c m o~ d o~ N E p a ~ a ' ~ ~ o ' a z ~ ` ~ j ; C v m d ~ d o 0 u- (V ~ C Q o N cmi O m a~i > a > t a"i 5 ~ . CV S ~ d' R ° ^ v~i ~ ~ a (n ° °c . C G d ui E F- E m ~ m ~ co Z C N N ~ vI Q Z N ~ O tp °°m a~o ~ a r ~ ~ ta a Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower _ 527 Marquette Avenue South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'" Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-4-99 Technician: J. Andrews _ n Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on the import fill placement north of the main building pad. SERVICES PERFORMED AND WHERE: 3 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A _1 rerracon ._J C:\Terracon\CMT199 Projectsl991303\Dailyrpt\2-4-99.doc ? M F ~ Q C M M M j M ~ ~ Z C ~ ° bS N O O ~f1 N ~ N ~ 1 ~ ~ O M f lC c f0 ~ (O N (D N O ~ u y ' C a V n V ~ e ~ ~ r ~ ~ O ~ ~ ~ ~ n7'o a~ N ~a~ i O O) O> O a 'o = 2 ~ ° ° ° eo ~ ¢ m o o o , ~ I ~ ~ 3 o 0 o i o- ` o 0 0 ~ ~ E m a 0 T ~ z o i i ' E V o 'c a I ~ Z O ~ y d J O V1 O M T7 m o N ap N ~ N O N tV d J F- lL C.~ d' ~ _ N ~ j ! M N M ~ O U ~ J W (IJ ln IA ~ . L a ~ ~ ~ J ~ J .0 u ~y a i(1 N u) N in N ' ~ r m ~ E a L ~ H U CO N 32 = G7 N y ~ O a C N ~ C ~ N m { Q E m uLoi ¢ ~ aEi c ° E ° E O N N Q Z L 'O m '°SSFp rii- y a' y Q + 0! ~ F I u' N 0 c ~ o c ~ t` ~ r- ~ 0 (n m a 0 a> Q m o E m N 1 m N , N y (D o ~ c m w 2 ~ E _ rt' ~ O Lf1 ~ ~ V UI p N U C CV C E 3 U~ (0 Z c o ~ ~ a f/) Q z c d y Z e- N c`7 ~ ci ¢ a ~ ❑ ~ L r a~ m N a Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marauette Avenue. South Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-5-99 Technician: J. Andrews Reviewed by: ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on the structurai fill placement. SERVICES PERFORMED AND WHERE: 2 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:\TerraconlCMT\99 Projects\991303\Dailyrpt\2-5-99.doc f N N ~ N M ~ _ C ~ 0 0 2 o . O o O (V w O N 06 u ° LL o n rs U O a ~ _ d ~ ,v M O 'o Qj 0 rn O ~ Q m ' rn rn N a o o ~ L (O Q f0 v U O ~ ~ o ' ~ o 0 Q a0 N aD N E m 0 n E U o a :3 r L V o ~ Z O a) y 41 ~ m ~ d ~ N r O r d O V 'p 2] V N N N N ` N d J H IL C~ Q' D r ~ O S v D O U ~ rn b C7 C~ J W Di (n y ~ L a ~ 3 J ~ ~ f i r (n - ~ _ ii n V V ~ C > F.• m a E s o r a~ a~ U y o c c c ~ d d) ~ v a) cc i ~ Q £ ` N N Q ~ E $ O ~ Q Z m ~ j o ~ ~ a o d N N ° c ~ E E 'n O~ ~ m a ~ 0 a ~ d Q ~ c°, o~ N ~ ° o ~ ~ a c m 3 3 d) N - 16 ~ ~ ° v i in ~ E ui E Z ln Q Z`~ U m ~ p U g U Q d J 0 Z ~ N O1 W a Ciient Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-8-99 r - i Technician: J. Andrews Reviewed by: Ozw", WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on structural fill being placed by P.L.S. Construction. SERVICES PERFORMED AND WHERE: 2 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon CiTerrecon\CMT\99 Projects\991303\Dailyrpt\2-8-99.doc M _ ~ p i M ~ ~ 0 ~ G Z e = ~ m c ao oo D M O (~J O N 00 O N C6 ~ d~ u LL $ O Q o CS Q M j~ 9 O 0 ~ m C 'c ~ 'c - a~ u1 O> N 0) ~ n'M y ~ d ~ ! ~ ~ 1 V ~ ~ M c°~ N c N 3 " ~ ~ Q ° °M~ o + o ~ m a o cc fO Q O a 7 J Z` : U 0 ~ v ~ c ~ ~ ~ o o aoN ao N I ! .O 0 U T O I I U ~ c a 0 Z O O N ~ N ~ N ' .p p 'p d i~ ry N t0 d d J F- lL C~ ~ ~ v . M I O ' U ~ 0 C7 ~ J W (n N ! ~ y i ~ ~ J t+ J ' u = m ~ ~ ' ' (n n ! i (D ) ~ F- f0 L Cn i ~ E 0 N U U) N ~ ~ = c d ~ v a°i v i d m E 0 ~ N a' ~ . E E ( •a a 3 a Z ~ 'OC . o i N d y O H J ' C ~n- , - C ~ I u' N ~ y ~ m - o v ~ N U ~ ~ t0 ~ t0 N > > N N d C 0 2' ~ N ~ ~ v fA c °v G C C Q Z N z ~ ° a a j ~ U - C N ~ O ~ ~ U Q 0- J Z N Q1 f6 a Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneaoolis. MN 55402 Project Name and Location: Walgreens - 44th Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-9-99 ' Technician: L. Belvo Reviewed by: elza. WORK IN PROGRESS ANDIOR COMPLETED SINCE LAST REPORT: Terracon arrived on site to perform moisture/density tests on the structural fill. However, there was no work done to the fill since our last site visit. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: N/A UNUSUAL SITE CONDITIONS: N/A _1 rerracon _J C:\Terrecon\CMT\99 Projects\991303\Dailyrpt\2-9-99.doc Client Name and Address: Project Name and Location: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minneapolis, MN 55402 reens - 44'" Avenue 44'h Avern rth Boulevard I Proiect Number.: 25991303 1 Date: 2-15-99 I J. Andrews WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Swerdferger Construction was piacing backfill in the waterline trench backfill. SERVICES PERFORMED AND WHERE: 5 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A IfG'rt7cDn C:\Terrecon\CMT\99 Projects\991303\Daityrpt\2-15-99.doc V A N~ ! r r' N ~ M C a+f Ol Z ~ ~ 9 y ~ O ~ O ~ o ~ O S O ~ M o a d S 3 c g O(V - O(V D ~ O N aD ~ O N oD ~ O N aD ~ D p~ v K c QO o mm ~ u = ~ c 0 O D (V N fV u7 N ~ O LL Q _ ` A U N N 00 d~ 0, a~ 3 M d ~ m ~ Ol ~ ~ N 0 tC C p , ~ p C N 1l ~ U ~ o + O + O + O + O + O N (p a0 ~ C M ~p O O ~ O O ~ O ~ (n L T Q f0 J ~ U 0 ~ ~ c o 0 0 0 0 0 n ~ ~ ~ ~ 6 co E ~ N ! N N N N ~ 0 U E V o c a ~ 2 O 4) ~ M 6 N ~ N to N 13 N O ~ ~ M [ ~1 N N ~ 0 N N N d J ~ lL U ~ ~ h O N h U~ I d t; ~i ~ a V V ? V ~ 0 U cLi w m Uj m in !n N d ~ N Y J ~ § i i N -j _ 'u_ a in io ih n n C 'a > F m ~ Q E L C O W O W ~ o w 6 O N U 0 U) O In o a ~ n o o n ~ r_ ~ l $ ~ ~ e ~ c ~ ~ ¢ = ~ 3 ~ t L' a o w 3 a Z 2 ~ ~ c c ~S °1 ~ J ~ ; LJ,. N ~ ~ o N ~ N N t ii > H a N N > y p N c°)i c ~ Q m c 0 > a~ ~ m v ~ v 3 m ~3 ~3 d~ i3 c Q~ N i° °o ~ ~ m y c ¢ ~ = m oa Z o e,y W c a ~ r o~ Z~ ~ l6 ° uNi m £ r"'n~ ~ n rn E G Ui C rn rn rn rn rn rn rn G ~ N ° a a a a a Z N z o N E 0 Q Z a -1 0 U ~ ~ N m N 1 Compressive Strength Test Report In generel compliance witM1 ASTM. Terrecon Project No. Report No. 25991303 CII@Ilt Reliance Development Com an~y LLP 1000 Rand Tower 527 Marquette Avenue South Minneaoolis hIN 55402 au x pu ntm: Michael S. Fraser Field Mix Data SampleDate: 02/10/99 Time: 1135 Material: Iconcrete.Broutmarletl CONCRETE Sampled by: J. AndieW3 Design Strength at 28 days 4000 psi Placement Descrip[ion: FOOtinqB Macerial Suppiier: Ready Mixed Concrete Co Delivery Ticket No: 135916 Truck No.: 299 Mix I.D. No.: 135108 Sample Location: S. E. COrneL' of the Coarse aggregate size: buildinq PlacementMethod: DIRECT DISCHARGE Itllrect discharge, crane antl buckeq pum01 Field Test Data Test Result Slump in 4.0 , . °k Air Content 5.5 , Concre[e Temperature °F 72 , °P Ambient Temperature 65 , pci Plastic Unit Weight ' - , Laboratory Test Data (ASTM C 39) Nominel Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: Distribution: 1 rerracon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)-423-3300 PfOjBCtWalareens Retail Store 44366 44th Avenue & Wadsworth Blvd. Wheatridqe Colorado Admixtures: eatch size Icu.yd.l: Cu.Yd placed: Water added on site, gal.: 0 Batch time: 1038 Time in mixer, min.: 53 (the preceetling inlormation obtainetl Lom tlelivery ticket) Specification 4" max 4-6 Date submitted to laboratory 02/11/99 p g C D q 4 4 4 12.57 12.57 12.57 12.57 A.F A.F 02 17/99 03 10 99 03 /1099 04 07/99 _ 7 26 28 56 4000 4000 40220 45780 51480 3200 3640 4100 Notes: ❑ Fieltl mix end lield test tlata Orovided by otM1en ~ FielEbst data Ey Terrecon in generelcom0liance with sempling ASTM C 172. Castine Specimens C 31, Slump C143, Air Conten[ C 173 or G 231. TemparaNre C 1064, Unit Waight C 138 ~ ~ ~ ~ ~ 4., YReviewed k~y: a n c a a f F r a c t u r e T y p e Client Name and Address: Project Name and Location: - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Proiect Number.: 25991303 Date: 1-29-99 Technician: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon observed the earthwork contractor applying moisture and a compactive effort to the structural fill being placed for the building. ~ Y4R~~ 99 SERVICES PERFORMED AND WHERE: POMP~ ~O ,9 3 moisture/density tests 9a~~~ C~aes ~•a~"`0~5~~ c~°~ CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon Minneaoolis. MN 55402 Reliance Development Company, LLP 1000 Rand Tower 527 Mar uette Avenue, South C:\Terracon\CMT\99 Projects\991303\Daityrptl1-29-99.doc M C N N N y _ ~ Q C D 0 0 0 o 0 o O ~G"~ ~ o V A c ' ' ~i V O N pp O N dp ~ O N pp ~ p R ~ u ~ LL c q° r O N ~ ` N N ~ ~ N R p d m 'c 00 W OD ~ 2 D O> Of O> O d U C ~ ~ N `Go ~ ~ ^ a j O~i Go (3) 0) Oi k ~ co fD Q U o ~ v ° I - c o - G x, ~ o 0 0 a c ~ a~ ro N eo N m N ; a~ E n ~ U T U ' Q E p c a = - Z o O - E2 2 ~ (D a) ' O O .0 N 5 _ N N N : d J F LL C~ Q' ~ m N W 0) i ~ V' If ' ~ 0 U ! d o~ t5 > ~ w P ~ = d J w m m m i ~ fV (V (V ~ N 6 N J ~ C U LL ~ (V (V (V ~ T ] ` t Q L m ~ E O ~ p ~ O 1 N U ~ c~ ~ 3 E E i C N O C ~ O o (J ~ ❑ E uLOi a' ~ h ~ ~ N 1I o Q Z t v $ rt , ~ ~ I LL 0 ~ ~ c m Q R ° ~ rn rn i 0 m m 2 c ~ a > L > t"i ' B ' F 'B ~ b ~ ~N o o r c , m 2 3a ~ia 3~ ~ i ~ ~ N I E E~ m m rn m rn ~ E 7 fn m Z~ ~ C ~ ~ m ~ a~ `o 0 w cn; L r N ~ t0 a Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower _ 527 Marquette Avenue, South _ Minneapolis MN 55402 _ Project Name and Location: Walgreens - 44'h Avenue _ 44'h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 2-10-99 Technician: J. Andrews Reviewed bv: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Swerdferger, Inc., was applying a compactive effort to the structural fill being placed in he footing excavation. PLS Construction was placing concrete for the building footing. SERVICES PERFORMED AND WHERE: Three moistureldensity tests, one concrete slump and air content test, concrete and ~ mbient air temperature measurements and cast 1 set of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test resuits were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon CiTerracon\CMT\99 Projects\991303\Uailyrpt\2-10-99.doc M _ ~ c ~ A'(n a N N N N ~ r1 in rn C z 0 0 2 o ~o O o O N 6 ` O N 1 O N c6 ~ U 0 ~ ~ u ~ q o u1 N ~n ~ p o C e ~ ~ O O ~ r V OD w N d V p 0 0 e ~ 3~ y t ( ~ ~ j OJ 01 V W O m M in N N ~ > 0 ~ ~ 00 M O ~ to c o t5 ' ~ ''JS o 0 0 ~ ~ ~ E N N N ~ ~ ~ U T J Z` O E U o 'c a Z O N p :p 'p .O N N f0 N O.~ ~ ~ N N d J H ll. U~ d3 ~ 0 0) oi W o 3 E~ v Cn v =D O U C9 0 7 ~ y 6 a ~ wo J - _ ~ (V fV (V - a ~ ~ Q L m E f/1 U ~ cli ~ 3 E ~ E ~ C O C N o N U U p E C N ~n 7 co ~ - w ~ N m ¢ .C o a~ Q Z L c ~ a ~ 3 0 $ ~ > F ~ ~ ~ ~j J ° ~ O ry ~ y ~ c 2 $ E ~ .LL N N m o. : " 0 c . ~ m m m > a rn ~ o rt, ~ ,n ~ ~ N 'a °o n c m L o o ~ c.n o c~ 3 ~ (a Q ~ o N ~ o u- G E E o 0 0 Z Z ~ m ° a a a N ° E - O W ~ N M v ¢ a ~ o Z r N m W a Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minnea olis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-14-99 Technician: J. Andrews Reviewed by: ~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Swerdferger Construction was appiying a compactive effort to the watermain trench baccfiil tie-in, 350 feet west of the 44'h Avenue and Wadsworth Boulevard intersection. SERVICES PERFORMED AND WHERE: 3 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norman with Catamount UNUSUAL SITE CONDITIONS: N/A 1 rerracon C:\Terracon\CMTG99 Projects\991303\Dailyrptl2-19-99.doc N ~v 0 0 0 o q M 0 a I ~ O (V O N O (V C6 ~ O ° d' U 00 c ~ x ~ ~ u LL ~ ~ 9 oF e C7 "t N W O LL a 2 ' ~ U ~ V ~ A v o 0 Q e ~ ~ ~ s d 2 'c a0 00 a0 T O) O) _ N W ~ 0 K ~ Z;' y d U ~ m + O + o + 0 ~ ao ~ co fO Q (O J C c o ' . ~ ~ o 0 0 CL ~ w co ro C E a~ ~ N N N m a o J o T E V o 'c a Z O ~ y ~ N : r- M V V 6~ 4) y ` Z` ~ ~ O 00 aO 0 .p LT . y > . Cl) - N N - o a ~ a~ m a i ~ ~ ° a ~ aO N ~ S w i d v 7 v N a ~ O U U' ~ a> ~ w m (A (A y ~ c ~ a L ~ Q ~d (O f0 d C > ~ ~ Q = m o ~ E ~ ~ C C C L O y U ~ c'4 M 3 0 E aci Q' 3: o 'd ` d Q Z L ~ ~ N m ~ 4) 7 a) 25 D N ~ N Vj 1 G) O J N~ m~ Oi Ll' N a c ° o c ~ a~ ` h w. a~ N o m ~ a a~ a~ > c o > ¢ o> a m 0 N m o m ~ m c ~ t - m R 0 ~ ° N o ° o a u i ~ E F- E m a e ~ z~ m ° a a a ~ Q Z ° E ~ O i0 XS Z N M o c~¢ a - ~ L r d m m a 'cit ~r Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Minneapolis, MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'" Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3/9/99 Technician: P. Peeders Reviewed by: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Thoutt Bros. Concrete placed concrete for the curb and gutter, along 44° Avenue. SERVICES PERFORMED AND WHERE: One concrete slump and air content test, concrete and ambient air temperature measurements and cast 1 set of 4 concrete cylinders. CONFORMANCE WITH PROJECT REQUIREMENTS: Test results were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerracon ~ N:\CMT\99 PROJECTS\9913031Dailyrpt\3-9-99.doc Compressive Strength Test Report In Beneral compliance with ASTM. Terracon Project No. 25991303 Report No. 8 CIIQIIt Reliance Developmet Comqany 1000 Rand Tower 527 Marquette Avenue South Minneaoolis MIN 55402 1 rerrmon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (303)423-3300 PI'Oj2Ct Walareens Retail store #4366 44th Avenue & Wadsworth Blvd. Wheatridqe, Colordo A[[n: Michael S. Fraser Field Mix Data SampleDate: 03/05/99 Time: 1040 Material:Iconcreie,erout.mortari CONCRETE Sempled by: P. PeedeT'S Design Strength at 28 days 3000 psi Placement Description: CuYb and 4utteT Material Supplier: Golden' S Delivery Ticket Na: 442240 Truck No.: 185 Mix I.D. No.: 654013 Sample Locetion: 20' east of the Coarse aggregete size: western entrance Placement Method: DIRECT DISCHARGE (tlirect tlischerBe, crane antl buckeq Oum0) Field Test Data Test Rasult Slump, in. 3.25 Air Conten[, % 7.0 Concrete Tempereture, °F 60 Ambient Temperature, °F 35 Plastic Unit WeiBht, Pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Dete Tested Age at Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi dn x pn Admixtures: - - Batch size Icu.yd.1: 10 . 0 Cu.Yd placed: 10 . 0 Water added on site, gal.: 0 Batch time: 0925 Time in mixer, min.: 75 tlbe Oreceetling Inbrmation obtained Irom tlellvery ticketl Specification 4" max 5-8 55-90 40+ Deta submitted to laboretory 03/06/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F 03 12 99 04 02 99 04 02 99 7 28 28 Hold 3000 3000 41050 3270 Comments: Distribution: MEZZHHE a b c d e f u F r a c t u r e T y p e s Notes: ❑ FieIE mix enE tieltl cest tlata provideE by others 191 FieIE testtlete Oy Terracon in suEStentielaccor0ance wiM sampli^p ASTM C 172, Castin8 Spacimens C 31, Slump C143. Air Content C 173 or C231, Temperamre C 1066, Unit WelBht C 138 / ~Reviewed byx:1415~~'~" Assistant Proiect Manaqer DAILY REPORT ' Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minnea olis, MN 55402 Project Name and Location: Watgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Pro'ect Number.: 25991303 Date: 2-15-9~ Technician: B. Metz Reviewed b: Q WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: PLS placed steel reinforcement and concrete for the stem walls. Contrac would piace reinforcing steel at entrances and windows after concrete plac( SERVICES PERFORMED AND WHERE: One reinforcing steel observation, one concrete slump and air content tes air temperature measurements and cast 1 set of 4 concrete cylinders 44 ROJECT REQUIREMENTS: A . CONFORMANCE WITH P M Test results were in conformance. OaI C 4' COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: C' Norman UNUSUAL SITE CONDITIONS: N/A lreri r informe( as that he ent (per F: ns). r.oncrete : d ambient y- PR ~o~ 199°' acoc ~e,Go 4coi I N:\CMT\99 PRCJ[L'TSk9913031L '1yrptQ-15-99a.doc O d O ~ m < m 0 ~ C n z ~ N O N 0 ~ m 0 0 3 ~ N N ~ y y 9 N ~ ~ n n m m ~ _ O O ~ y 0 o N ^ n ~ c c ~ ~ N - - ~ N A A ~ T 3 3 > > y N n 6 O N sz3 m m 0 0 - m ^ ~ N ❑ X d ~ U O 3 ~ d 9 m' w a 3 oi m 3 3 ~ a ~ m ❑ N O S ~ m m m m W A m n e O Z Z 9 n o O 0 . 0 .Z ~ N n N 1 ~ ~ ~ N nN V -I M o i9 N N O ~ C O p a ~ ~ f. n v D~ d a~ Q < N 6 H 6 ❑ C n N❑ m v N C O P ~ - n m Op n Q n vN m zd n d = n 'p' o O v 0 I ~ O C 6. 6 ry n r D~ c m d ' n d N A o ~ 3 ni f0 m O ~ CA , D 3 N ~ ~ OP C A' N O ry " j ~I O = ~ „Do. ~ 3 G~.~ 0l N~ n.. T j ~ ' ~ ~ d N ~ r ~ g m o m ~ o a~m ZDm9°.. N ~ O ~ ; . ~ ry 3 'N T~ J f pm~.mom ~ v f~ m n~ ~ r N O ' ~ O o ~ c 3 ~ v W ~ m C O ~ ~ r ~ d r Z o_ N ~ rt " f n I ,c i❑ luI 1 o I u O V d ` m ~ 2 0 N N ~ ~ ~ O w ~ s X O ~ ~ m (D N ~p ~ (n ooaM WW~._ N N n p W <n> O O T W W p~ O cnon:3 W O O N mn o(D oM W O W d d Z 0 ~ ~ ~ w Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue, South Project Name and Location: Walgreens - 44th Avenue 44'h Avenue and Wadsworth Boulevard Technician: P. Peeders Reviewed - WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: K.R. Swerdfeger applied moisture and a compactive effort to the waterlinE southbound lane of Wadsworth. SERVICES PERFORMED AND WHERE: 2 moisture/density tests CONFORMANCE WITH PROJECT REQUIREMENTS: Test resuits were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount Development UNUSUAL SITE CONDITIONS: N/A ench bacF. ill in the 1 rerrF cor C:\Terracon\CMTl99 Pi xis\991303\Dr ;rpt\2-24-99.doc M ~ y f~ ~~i N fh n'I ~ h y M O = M 0 0 L, O ~ M O (~l M v tp N f0 N(D ~ o K ~ d IL o A o LS ~ (C! t+? ' ~ ~ d o m U (V M f LL . d v o ° o e ~ I ~ Y~ R ' ~ a 7 Ln OI C) N W ~ 1 U I O N ~ + + V ~ ` ~ O O ~ _ a N mM o o i (D c)d c o - ; U ~ ~ O O I ~ o o E aD I .0 0 U J ~ T E U o 'c a I ~ L U ~ Z p N d ~ _ N 1 ` p .p m N ~ N N m d J FQ) lL ~ ~ i ~ ~ ~ M M OD ~ ~ c j U ! C7 0 r J - = m in in i ~ T ~ LL. O. I r m ~ Q ~ L = L I O tA U ~ ~ ~ O ~ ~ N i N = t o ` ~ o ` ~ ~ > m c i 0 3 3 0 i m E R E o Q Z L O t a y > o a; c x LL 0 a) C6 ' d m a~i i 1 N 0) 4- N am 2- o ~ ~ > C c J CY) ° m ~ m N ` Z` ' N ~ C) o n c _ m _ ~ m ~ w w ~ 0 ' ° N ~ ~ a ~ i o ~ . 2 v i i n n a i ~ ~ ~ . E m E m v v i fn m z 7 ~ Z tn U O ~ ~ V a o N O I v r N O1 N d Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower 527 Marquette Avenue South Minneaoolis. MN 55402 Project Name and Location: Walgreens - 44'h Avenue 44'h Avenue and Wadsworth Boulevard Project Number.: 25991303 Date: 3-1-99 Technician: M. Deswood Reviewed by: _ c~~ WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to observe the installation of the reinforcing steel ai masonry block along the north, west and south walis, 0 to 4 feet above finished floor elevation. pon arrival, Schares Masonry informed us there was no steel in place and rescheduled for March 1999. SERVICES PERFORMED AND WHERE: N/A CONFORMANCE WITH PROJECT REQUIREMENTS: N/A COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Chip with Schares Masonry UNUSUAL SITE CONDITIONS: N/A 1 rerr icon C:\TerreconlCMT\99 jects\99130'\Dailyrpt\3-1-99.doc Client Name and Address: Reliance Development Company, LLP 1000 Rand Tower Project Name and Location: Waigreens - 44th Avenue 527 Marquette Avenue, South Minneapolis MN 55402 44'h Avenue and Wadsworth Boulevard I Proiect Number.: 25991303 I Date: 3-5-99 Technician: WORK IN PROGRESS AND/OR COMPLETED SINCE LAST REPORT: Terracon arrived on site to observe Thoutt Brothers Concrete place conc,ete for thf .:urb and gutter along 44'h Avenue. SERVICES PERFORMED AND WHERE: One concrete slump and air content test, concrete and ambient air tempera re measure ents and cast 1 set of 4 concrete cylinders CONFORMANCE WITH PROJECT REQUIREMENTS: Test resuits were in conformance. COMPANY AFFILIATION AND PERSON INFORMED OF RESULTS: Norm with Catamount UNUSUAL SITE CONDITIONS: N/A lrerfacor C:\Terracon\CMT\99 Projects\991303\i !!yrpt\3-5-99.doc Compressive Strength Test Report In genaral comoliance wilh HSTM. APPROVED Terrocon Projact No. 25991303 Report No. 5 MAR 11 1999 Q~ Darin Morgan y CBO/Codes Administrator CIIBf1Y Reliance Development Company LLP 1000 Rand Tower 527 Marquette Avenue South Minneapolis NN 55402 d', x A° n[cn: Michael S. Fraser Field Mix Data SamDleDate: 02/15/99 Time: Material: icoecrene.erouc,morcarl CONCRETE Sampled by: B. Metz Design Strength at 28 days 4000 psi Placement Descrip[ion: Stem Wdlls foY Material SupPlier: bllilClinq Delivery Ticke[ No: 136486 Truck No.: 271 Mix I.D. No.: 135100 Sample Location: NoT'thwest COYneT Coarse aggregate size: (south 70 feet) Admixtures: Placement Method: DIRECT DISCHARGE (airect aiacnaryn, cmne ene buckeL pumv) Field Test Data Test Result Slump, in. 4.0 Air Content, % 7.6 Concrete Tempereture, °F Ambient Temperawre, ° F 40 Plastic Unit Weight, pcf - Laboratory Test Data (ASTM C 39) Nominal Specimen Size Specimen No. Specimen Size, inches Cross-Section ABa, sq. inches As Received Specimen WL, Ibs. Tested ey Date Tested Age et Test, days Fracture Type Min. Compressive Strength, psi Total Load, Ibs. Compressive Strength, psi Comments: 1 rerr-ccon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 (3031-423-3300 Projectwal4reena Retail Store #4366 _ 44th Avenue & Wadaworth Blvd. Wheatridve Colorado Batch size Icu.yd.): 10 . 0 Cu.Yd placed: 10/40 Waler added on site, Bal.: 5. 0 Batch time: 1016 Time in mixer, min.: 44 pM1e p~eceeCing informetion obtainod irom Eellvery ticketl Specification 4" max N/A 55-90 40+ Date submitted to laboratory 02/16/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F 02/22/99 0315/99 03 15 99 7 28 28 Hold 4000 4000 44010 3500 Distribution: MEAEUBB a b c d e i u Fracture Types Notes: ❑ Fiela mix antl fieltl test tlate orovitled by otM1ars ~ Fieltl test data by Terracon in B¢^eral com0liance wiN samplbg / 5 t M C 172, Castin8 SDecimens C 31, SIumO C193, Air Content C 173 or C 231, TemparaWre C 1064. Und WeiBht C 138 Reviewed by:94~~ "Cl' Assistant Proiect Manager Compressive Strength Test Report In oAnaral comnlianca wilb ASIM. APYK ^^OV:.TT U Terracon Pmject No. 25991303 Report No. MAR 11 1999 1 rerrmon 10625 W I-70 Frontage Rd, St.3 Wheat Ridge, CO 80033 ~ / (303)-423-3300 0, ~ Darin Morgan CBO/Codes Administrator CI12f1Y Reliance Development Company LLP 1000 Rand Tower 527 Marquette Avenue Soutki Minneapolis, MN 55402 PfOJeCtWalgreens Retail Store #4366 44th Avenue & Wadsworth Blvd. Wheatridqe, Colorado At[n: Michael S. Fraser Field Mix Data SampleDate: 02/10/99 Time: 1135 Material:dorid.ape,aiWt,mo.ae.i CONCRETE Sampled by: J. AndYEWS Design Strength a[ 28 days 4000 psi Placeinent Description: Footinqs Ma[erial Supplier. Ready Mixed Concrete Co Delivery Ticket No: 135916 Truck No.: 299 Mix I.D. No.: 135108 SampleLOCation: S.E. COrriB2 of the buildinq Placement Methud: DIRECT DISCHARGE Idirect tlischarge, crane antl bucket, pumpl Field Test Data Test Slump, in. Result 4.0 Specitication 4" max AirCanrent, % 5.5 4-6 Concrete Tempereture, °F 72 55-90 Ambient Tempereture, °F Plastic Unit Weight, pcf Laboratory Test Data (ASTM C 39) Nominal Specimen Size 4" X 8" Specimen No. Specimen Size,inches Cross-Section Area, sq. inches As Received Specimen Wt., Ibs. Tested By Date Tested Age at Test, days Fracture Type Min. Campressive Streng[h, psi Total Load, Ibs. Campressive Strength, psi Comments: Coarse aggregate size: Admixtures: Bemh size (cu.yd.): Cu.Yd placed: Watar addad on site, gal.: 0 8atch time: 1038 Time in mixer, min.: 53 Ithe preceeding intorma[ion obtained (rom delivary ticketl Date submitted to laboramry 02/11/99 A B C D 4 4 4 4 12.57 12.57 12.57 12.57 A.F 02 17/99 03 10/99 03 10 99 7 26 28 Hold 4000 4000 40220 3200 Distribution: ~~~~UBB a b c d e T u F r a c t u r e T y p e s Notes: ❑ Flela mlx ana rela rest aaea pmvlaea ey omers ~ Fieltl tast tleie bY Terrecon in Benerel com0lience with semplin8 ASTM C 172. Casting SOecimens C 31, SIUmO C143, Air Content C 173 or C 231, TemOaremre C 1064, Unit Weight C 138 Reviewed Assistant ProjecL- Manager Alr~. S n ~ N AMT.OF CASH I ~ ACCOUNT I LNECK PMT.PAID I S MONEY ' I BY BPWECE I OROER C-7 7 REFEfiEK^.ENO.r . . "-:;DESCRIPTION ~.:INVOICEDATE-:' :.INVOICEAMWM .DISCOUMTAKEN . . .-=".AMOUNTPAIO OFFSITE IMPROVEMENT ESCROW 72,195.00 ~:CHECKDATE ,7,:.`. . .;;z,.CHECKNQ.aar= .,~~'r', .".,:*::;x! 4:*OISCOUNTSTAKEN ~ . BNC NATIONAL BANK ' 3572 IIAV Reliance Development Company, L.L.P. MINNUOO~9 0N s~ 527 MARQUETTE AVENUE SOUTH . . ' ~ ' - RANDTOWER . . - _ . MINNEAPOLIS, MINNESOTA 55402-1301 . , . . , , • cECNO.'.: ' . ,Jari~i6, 1999 *****$72~M~~!E5.00 Memo: , r' . PAY Seventy-Two Thousand One Hundred Forty-Five and 0/100 Dollars ''ro n-iE CITY OF WHEATRIDGE ORDER OF. . . . . • . : . . : , . . . . . . . . ' . _ _ _ _ - . 11'003572"' 1:09 100 580 71: 0970425611' SECURITV FEAIDPES. MILRO PRMT TOO 6 BOTTOM 90FDEP$ COIOPED PeiTERN - MliFICIAL WATEPMARN ON REVFFSE SIpE - MISSING FEAiURE NOICATE$ A COM. - OEPOSIT TICKET CITY OF WHEAT RIDGE PUBLIC WORKS ESCROW ACCOUNT = CASN ► 82-167/iW0 ~ ~ - 7500 W. 29TH AVE. ~ ?.jn g LAKEWOOD. CO 80215-6713 i DATE a DEPOSITS MAY NOT 9E ~ a P~M~wMCIN1~iV y~~ B SUB TOTAL ► " ' Y ~ LESS CASM ~i HECEIVEO I a ~ j: L0700 i67 21: 23 L4499867li' AVAILA9LE FOR IMMEO~AiE WITNDRAWAL ~IM ML11L I011 CYx n(CtIV~O 0~ ~f WlnfUl • ux ~MY WO ~wO~M ~ vU~ uoaL CO wn ' 2~ XOUR BANKINQ (]07) 1J7-6000 J ~ c' O U."s ~ .'-i~•. i." %i; Jan-26_5~9 11_22A DEVREVFAX 303 235 2857 p.p2 W~.' ///~VRefiance Developmi:nt Company, L.L.P. January 21, 1999 Mr. RobQrt Midc:augh CRy Manager City of Whea: Fiidqe 7500 Weyl 29" Avenue Whest P.idge, CA 80215 Re: Walgreens Prcject • 44°' & Wadsworth, Wheat Ridge, C 7 Dear Mr. Middaugh: This letter shall constitute Reliance Davelupment Company, t.l P. ('Deposita1") agraemant to tleposit $45,585.10 and 526,550.00 (total $72.115_00) into an interest t4 aring account with a benk of yourchoice as suroty for tha completion of the required oftsita improvements ar d traffic s~gnal relocation forthe above retarenced project. The offsite Improvements ahail consiats of J rae nsw entrences, new ciry walks, eurb and gutter, deceVaccEl lanes with asyhalt patched W mafch existinc :Ueets along 44'" & W aGSworth pursuant to the approved plans. TraYie sIpnel relxation ahould be completed g a shown on the approved plans. Center medians in a4'" 8 Wadsworth streets and related utilities are exc !uded from the required o!lsite work. Depasifor shall hava tha right to periodically draw down on me e;crowed amount as the work is completed. Physical completion of 1he work to fie satisfaction of the Ciry up xi its inspec!ion shall be sutticient evicience of cemplelion. ReQuested completion amounLS shall De pald to Oa iosROr wRhin five days of such request Upon wmpletion of the work tha remaining escrow axount witt, all accrued !nterest, if any, shali ba returned to - CapasROr less E5.000.00 which shall be held Dy the Cny •or a on i yxer warranry perioo. Upon tlnal Inspectbn and acceptance of the completed improveme;its, the remaining ;5,000.00 security, plua interost, ahall be retumeh to Depositor, pepositor sha(I be albwed to replace the 55,000.00 cash war2nty securiry w.ith a Letter of Cred'rt for one yEdr. If the depasitor has not completad the improvemeats requ'ved rverein wdhin one year of fne init+al depoeit then the ci.y may upon notica to OeposRor draw dawn on :tis romair,i i9 escrow amount to compiate ihe required improvements. Further. R is agreed that the City of Wheatridge ('C~ry) shali pa~ all cosLs (includir.y construc:ion, civii, engineering, etc.) for the eonter median work in 44 d, Wadswor h atr9ets and re!ated utility roloeati0n within tne oHSite improvemants, If any. The City shall pay to Oepositor, C[ ntraaor ar othsr pa ry compieting such work without liens withir. 30 days of written request tor payment alon{ With al1 pack-up invoices fa suCh Work. H you have any questims. piease do not hesitate to call me ac 0 12) 338-1000 Sincerely, RELIANCE DEVELOPMENT COMPANY, L.L.P. rhartl J. Hauser ACKNO ~LEOGED: Cit of W1loatdd Gry Manaper Robert Middaugh RandTower • 527 MarqusRe Avenue South • Minneapolis. MN S5402-1301 (612) 338-1000 • Fax (612) 338-8971 Reliance Development Company, L.L.P. January 26, 1999 Mr. Alan White Planning Department City of Wheat Ridge 7500 West 29`" Avenue Wheat Ridge, CO 80215 Re: Waigreens Project - 44`" & Wadsworth, Wheat Ridge, CO Dear Mr. White: Enclosed please find three original escrow letters for the above referenced project. Please sign all three originals, obtain one for your records and return two to my attention. Also, enclosed you will find a copy of the check that is being delivered to the City of Wheatridge. If you have any questions, please call Richard Hauser at (612) 338-1000. Sincerely, RELIAN DEV ELOPMENT COMPANY, L.L.P. C gn Kelly A. rd Enclosures cc: Michael S. Fraser, BTS Construction, LLC Rand Tower • 527 Marquette Avenue South • Minneapolis, MN 55402-1301 (612) 338-1000 • Fax (612) 338-8971 oF '"~T DEPARTMENT OF PUBL/C WORKS BU/LDING PERM/T APPLICATION REV/EW cot o R P~o Date: CaseBuilding Permit No.: Location:44'~1 ~ W4kD5~W'm ~f°QvJ LdlA1GV,) Attention: Building Department I have reviewed the attached materials submitted in application for approval of a ~t~q~ I b~ c~ q• at the above referenced address. Please note the summary comments below. 1. ~ Boundary Closure: X OK _ Not OK; refer to stipulations. 2. ~ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Drainage provisions have been reviewed and are found to be: Y OK Not OK; refer to stipulations. 3. ~ NPDES Permit Required: Yes Y- No 4. / Legal Description: ~ OK _ Not OK; refer to stipulations. If not OK, please explain: 5. _1- Public Improvements: a. street paving needed: k Yes No b. curb and gutter needed: x Yes No c. sidewalk needed: ~ Yes No d. street lights needed: X Yes No e. storm sewer needed: -oc Yes No f. escrow required: -,g- Yes No If an escrow is required, for what improvements? Amoudtofeslcrow~ - doa 6. ~ Uevelopment Agreement equi red: _ Yes X No If Yes, for 7. J Traffic impact analysis and report required: Yes No 8. State Highway Access Permit needed: <<e%d./ X Yes No 9. ~ New roadway or alley R.O.W. dedication recommended:JWK4ra X Yes _ No If yes, what is recommended? 10. ~ All exisf cdicated roadways/alleys meet the standards of the City:~ Yes ~C No If no, o not and what is reauested: n ablv- , rna~a.xxn~,n s rrn_..?~ A41 11. APPR F~U~ : The P ic Works/Department has reviewed this request and hereby gives its approect to e above d/or attached stipulations. , /Za~9' Signatu re udson Dat~ 12. _ NO APPRO AL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: 13. 14. Q\ _fortns\bidprtnt2.fim Signature Greg Knudson Date Stipulations attached: T Yes _14 No , , , , PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date I 9 °l Applicant 2A.fMt A Ll1Mm'D Llq!~~&. Phone #)(2) -5~ Location of Construction (address) Purpose of Construction 1lGTC~t L 1C ' w~4 tafr~-3 Building Permit Value $ 0 Commercial ~ Residential _ DEVELOPMENT REVIEW FEES (this section to be completed by City) 00 Development Review Processing Fee: $50.00 $ ~ . - Single Family Residential Review Fee: $25.00 [includes review of construction drawings for improvements in public right-of-way] o~ Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documentsj. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study om and erosion control plan(s) if required] $ S~ Site Plan: $50.00 (Not applicable for single family residential) n' Right-of Way/Easement $40.00 +$5.00/page recording fee $ -o' Devebpment Agreement Residential = $50.00 Commercial = $100.00 $ ~ 0- - 00 SNate Highway Access Pertnit $75.00 application fee 3 Traffic Impact Review 8 Report: $100.00 processing fee S ~ 0•'- Flood Plain Variance: Class I=$75.00 Class II =$150.00 ~ TOTAL REVIEIV FEES: (due at time of building permit issuance) $ (oZ5, ~ Please note that addifional fees will be assessed for those permits related to construction of public improvements. If you have any questions, please feel free to contact the Development Review office at 235-2868. Signature of Applipnt Date 1 z q The City of 7500 WEST 29TH AVENUE ~1~Th e at WHEAT RIDGE, CO 80215-6713 (303) 234-5900 City Admin. Fax k 234-5924 Police Depc Fax # 2354949 9Ridge January 28, 1999 Mr. Kyle Campbell, P.E. JR Engineerin, Ltd. 4935 North 30` Street Colorado Springs, Colorado 80919 Re:wadsworth Commercial Centre Subdivision No.l, West 44`° Avenue & Wadsworth Blvd.- Approval of Final Drainage Report, Street Construction Drawings, Traffic Signalization & Striping Plans and Grading/Erosion Control Plans Dear Mr. Campbell, This letter is to inform you that the final drainage report, street construction plans, traffic signalization and striping plans and the grading/erosion control plans for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance of any Certificates of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on West 44"' Avenue and/or Wadsworth Blvd. as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 44`h Avenue and Wadsworth Blvd. on a regular basis such that they are free of construction debris and tracking from construction traffic accessing the site. 5. Upon completion of the drainage improvements the engineer, Mr. Kyle Campbell, P.E., JR Engineering, Ltd. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their ej RECVCLED PnPER MEMORANDUM I A roved Date TO: Darin Morgan, Codes Administrator FROM: Greg Knudson, Development Review Engineerf~ DATE: October 16, 1998 SUBJECT: Building Permit Application For Walgreen's at West 44"' Avenue & Wadsworth Blvd. This memo is to advise you that the building permit application received on October 14, 1998 for the above referenced address can not be processed by the Public Works Department until the following documents have been provided for review and approval: 1. An itemized engineer's cost estimate for those public improvements, including all traffic signing, striping and signalization, for the West 44t° Avenue frontage. 2. Upon approval by the City of the above referenced cost estimate, a letter of credit matching the total cost of the public improvements required, will need to be submitted for review and approval. It is my understanding that the scope ofthe Walgreen's project is to now encompass those West 44`h Avenue public improvements originally to be constructed along the frontage ofthe Vern's/retail project to the west. If you, or the contact person for this project have any questions regazding the above items, please feel free to contact me at 303-235-2868. cc: Bob Goebel, Public Works Director Alan White, Planning & Development Director Dave Kotecki, Sr. Project Engineer File OCT-15-1998 11:22 Qct-14-98 11:26A DEVREVFAX 303 235 2857 cixY oF wsEn.x r IoncE CE12'TCB'ICATE OF WA2ERAND SEWEF. 9ERVICE AVAILABILI7X 0_02 Note to Appticant: A buitding permit wiil not be issued without this Certi6cate signed by the " ~j0 Disuict or AgeaCy supptying serviees. This Ceti eate e•oices one Year from date of anorovak~{, lp by authorizina a¢enc. - ~ c9,C~C f~~~{l .1.C1 CrCs.t~3 Jod Address . Date Legal Descriptiop Uu ofEuilding Owner . Address Telaphone SEWER Name of Distriet: -P'r P:\zC,L tndividual Sepac Peomit No. QQ Sewet Service Availabk Sewer Smi x Not AvaiLi6fe Comments or Condiuoat: 1 he y acufy that S' m t ilihy of savia is az indicated above. - n~a re of AuTtho ' Agent ~ Daa JeQersoe Counq HrattL Depa,ttment (IF S6P7'IC) Authorized ! igniturc Date WA'TER Name of Distria: ~~V\T P.\LICZ , Colorado Well Pemit No.,,, Walet SeNlx Available O Water Sen tt Noc AvailaDle Commente or Coadidons: I heteby oettify that availabiGry of savice ia ss lndiated ebove. Sigtunue of AuthOdzed Ayent Uate letfcrsoa CouAty KesltA DepaMxA[ (ff WEE.L) Authariud 5 ignature Dam TOTAL P.02 P.02/02 OCT-14-1998 13:44 P.OS CTfY OF WHF.AT R DGE CERTtFIG1'E OF WATERAND SEWER SERVICE AVAII.ABII.TTY Note w Applicmt: A buildiog permic wiil aoc he issued •ithouc chis Certifiease sigaed by the ' Dbuict or Agency supply"mg xrvices• 31tis CertiRcate n oires oM vcat frorti dete ppiroval ¢y aushoririna KmL ~-~~-\b1 ~`~1c~c~~- ~ ; ~.~n~cs~.s_ -►r,.r~~ ~~~,_y Job Aaaross nato Lnd Domipdo¢ Uso vf 9tnldiog pwmer . Address Telephoae \ SEWER Name KDisUicK \,R,I,S-QT ~kQ(,IE InMdualSWac Pecmit Na ()$waer Seivioe Avalabk Sewer 5en'i x Nol Awibbte Commwts or Caadidm ! pae0y catifj ttat arafFaM'Iiey ataavics Pa b iadiroted alwve Sigoanuce of /uhormed Ageot D2k 1eBemon Cbuery 1fi"tDt Dapsewset (1FS'6P'iIC7 Awhodaed: inatms Dat! WATER Name of DiddM Colorydo Wdl Pecmit NW. ~ Wata SediOa Ava$db ()Wata Sm m Net AvtiLbk Canmms [ h~tt~ ttut~yqe~qor ~ptviix ~s as ~oa~wua aoova ~ L~ • ~ f'9'~aF 5'ipaam ocAudomrd AVO DM TOTFIL P.01 leftme Coaae9 NaLA DepWmeoc (IF QtR.LL) AnUpr'ved : ipMmM . Date Code Correction List October 28, 1998 Owner: Ravinia Limited Liability Co. Builder: Stili Needed Address: 4401 Wadsworth Blvd Description: New Retail Building 1. Double Check valve cannot be used on 6" lawn sprinkler system. 2. Fire sprinkler system backflow prevention device must be a double check valve type or if antifreeze is used in any part ofthe system a reduced pressure backflow device is required. 3. Water system plans show a 1" domestic service line and sheet P2.1 shows 1-1/2"? 4. Remove exit sign from door to north exit than was removed. 5. Show horn/strobe locations as part of fire alarm system. 6. Note all sidewalks shall not exceed 1:50 cross-slope for entire site. 7. Storm sewer plan shows 12" RCP at cross-section and 24" at plan view? 8. Provide information on certified welding inspector for project. 9. Provide information needed for Public Works Department attached to application. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morga Codes Administrator Nov-02-98 01:12P DEVREVFAX 303 235 2857 P_01 WHEAT RIDGE I!VF IRE DISTRICT "Dedicoted To Serve Throuy 't Excelfence" P. O. Box 507 • 3880 Upham St. • Whea1 Ridge, CO 800: 4- 303-424-7323 • Faz 303-940-0350 October 30, 1998 To: Darin Morgan Codes Administrator r~ City of Wheat Ridge Wheat Ridge, Co. 80033 / Yr Subject: Plan Review for Walgxos, 44 & Wadsworth Dear Darin, After a review of the proposed plans for Walgree is, 44 & Wadsworth, I am submitting the following comments/requirements concerning this projec The building will be required to have a Knox Bo; installed. Contact Fire Marshal Office for application to Knox Company. 2. Complete Fire Sprinkler plans must be submitted and approved prior to installation. Sprinkler system must be tied into Fire Alarm Sy tem. Provide comp]ete plans for Fire Alazm system, ir, ;luding cut sheets for all devices used. Fire Alarm System is required to be ADDRE' SABLE. All HVAC and RTU units must be tied into fire alarm system. System must be in compliance with NFPA 72 induding plans. Adequate emergency lighting must be provided 1 uough out entire store including stockrooms and offices. 5. Issues and or items not addressed at this time wi I be addressed as the need arises. Should the developet/builder have any questions or concerns, please contact the Fire Marshal Office at 303-424-7323 to set an appoii tment as necessary. Rfully, Dave Robert~ F.M.. W.R.F.P.D. cc: file November 11, 1998 Mr. Darin Morgan Codes Administrator City of Wheat Ridge 7500 West 29t' Ave. Wheat Ridge, CO 80215 RE: Walgreen's: 4401 Wadsworth, Wheat Ridge, CO burkettdesign, inc. has reviewed the Code Correction List dated October 28, 1998 for the above referenced project. The following comments are in respons to your concems. 1. A reduced pressure backflow preventer system is currently specified for installation on the lawn sprinkler system. 2. A double check backflow preventer system is currently specified for installation on the fire sprinkler system service. We aze anticipating the installation of horizontal dry type sprinkler heads for the protection of the drive through pharmacy and entry vestibule areas which will eliminate the need for a fire sprinkler system with anitfreeze. 3. Plumbing plans will be revised to show a P' water meter and tap. Please see attached mechanical drawings. 4. The exit sign has been removed at the location that was adj acent to a north exit that has since been removed. Please see attached electrical drawings. 5. Hom/strobe locations for entire building have been added and are reflected on sheet E4.6. 6. The sidewalk slope has been revised to maintain a cross slope of no greater than 1:50 for the entire site. Please see attached civil drawings. 7. SCorm sewer information has been revised to maintain a 12" RCP throughout. Please see attached civil drawings. 8. "rhe independent agency providing full inspections throughout the construction is Terracon. Contact: Mike Anderson Telephone: 303.4233300. 9. Please see attached itemized cost estimate and letter of credit regarding all public improvements required by this project. in addition, please note that signage will be submitted for separate permits by the signage contractor. Please feel free to contact me regarding any additional questions pertaining to the above information. I can be reached at 303.595.4500. Sincerely, burkettdesign, inc. Jamie Ladwig AIA Cc: Richard Sapkin; HC Properties Brenda Godfrey; HC Properties John Kohler; Semper Development burkettdesign. "I'om Totzke; Reliance Development 950 17th Street Suite 900 Denver C6 80202 303 595 4500 303 595 4505 Fax November 11, 1998 Mr. Dave Roberts Fire Marshal( Wheat Ridge Fire Protection District 3880 Upham St. P.O. Box 507 Wheat Ridge, CO 80034 RE: Walgreen's: 4401 Wadsworth, Wheat Ridge, CO burkettdesign,inc. has reviewed your letter dated October 30, 1998 for the above referenced project. The following comments are in response to your concerns. I. A Knox Box will be installed per your recommendation. The contractor will be notified to contact the Fire Marshal Office regarding the Knox Company application. It is our assumption that the Fire Marshall's office will provide the recommended location for the installation of the Knox Box. 2. Complete fire sprinkler plans are to be submitted to and approved by Wheat Ridge Fire District prior to installation and will be submitted by the contractor. 3. The specifications for the Fire Alarm system have been revised to provide an Addressable Fire Alarm system and will be tied into the HVAC and RTU units. All required cut sheets for the Fire Alarm devices will be submitted by the contractor prior to installation. 4. The emergency lighting plan has been revised. Please see Sheet E1.1 A for the revised layout. Please feel free to contact me regarding any additional questions pertaining to the above information. I can be reached at 303.595.4500. Sincerely, burkettdesign, inc. Jamie Ladwig, AIA cc: Darin Morgan; Codes Administrator; City of Wheat Ridge Richard Sapkin; HC Properties Brenda Godfrey; HC PropeRies John Kohler; Semper Development Tom Totzke; Reliance Development burkettdesign 950 17th Street Suite 900 Denver CO 80202 303 595 4500 303 595 4505 Fax SENT BY: 10- 8-98 ; 9:10AM 303 595 4505:# 2/ 9 IY1.0 KC16744897 U9 FIRST AMERICAN HERITAGE TITLE COMPANY INFORMATION Thw Ii11e Inswance Commilment Is a legal coMract between you end the coirpany. II is issuad fo show the basis nn wliieh we will ieeue a Title Insurance holicy Io you. Tha Policy will insure you agains~ certain risks to 1he land title, sv6Ject to the Ilmitations shown In the policy. The Cmnpany will giva you a sample of the Pel(cy form, il you ask. The Commitm?nl is based on the land lille as ol Ihe Commitmenl Deta, Any changes ui Ihe Iand iilln nr the transaction mey aflect the Commitmenf and the policy. The Gammiurient is su6jacl to Its qequlrements, Exceptions and Conditions. THIS INFORnnq710N IS NOT PART OF THE TITLE INSURnNCE coMMITMENT. TABLE OF CONTENTS Paga AGFEEMENTTO ISSUE POLICY SChIEDULF A 1. Cornmiuneht Date 2. Po1lr.ics to be lesuad, Amounts end Proposed Insweds o. Interest in the Lend and Owner d. Uescripliun oi the Land ScHEDUI_E B-t qequirements SCIiEDULE 13-2 Exceptions cpNDIT1oNS YOU SHOULD READ THE CoMMRMENT VERY CAkEFU1.LY. If you have any questions a6ouf the Commifmant, please contect the issuiny oqice, 1 2 2 2 2 3 4 i•A ~wKr SENT BY: 10- 8-98 ; 9:10AM ; CoNDIT10NS 303 595 4505:# 3/ 9 i'ileE RCI674AB97 1. f>EFINI1-IONS (a) "Mortyaye" means morlgage, deed of trusl or olher security instrument. (b) "1'ublic (iecords" meens tiUe records that give construolive nolice of matters alfecting Ihe IIIIs accordiny to tho stete law Where the iand is located. 2. Ll11'E(i UEFECTS Tlie Exceptiohs in Schedule 8- Section 2 may be amended lo show AIIY CIP.IP.C(S, II011S ol ohcuml>rancas that appear fof the flrst timo in pubiic records or are cinnlod or aRached belween !he Cominitmen! Date and the dete oii which all of lha pequiieinants of Schedula B - Sectiun 1 are inel. We shall have bo liebility ta you becausa of this emendment. 3. EXI6TING DEFECTS IF eny defecls, liens or encumbrances existing at Commilmenl Oale are not sliown in S(;hedule B, we inay amend Schedule B to show tham. IF we do amend Schadule B to sf,ow Iliese deiecls, liens or encwnbrances, we shall be lieble to you according to Paragraph 4 below uhless you knew of this informalion and did not lell us about it in writing. a. LIMITA'f'ION OF oUR LIABILITY Our only obligation is to issue to you Ihe Poliry referred lo in ihis Goinmitmeiil, when you have met its Requirements. If we have any Ifebilily to you tor eny bss you incur biacause of an error in this Cotnmitmanl, our lia6iliry will be limited to your eclual loss caused 6y your relying on this Cqrnmilmenl when you ected In good Faith to; coniply wilh Ihe Requirements shawn in Schedule B- Section 1 or elirninato witli uur written cohsenl eny Exceptions shown in Scliedule B- Section 2. We shall nol be liabl9 for rTiore thah Iho Poilcy Amouht slloWn in ScherlUle A of ihls Convnilmerit aiid our liability is subject to lhe terms of the Policy form to be issurd to yoii. 5, c;LAIMS MUST BE BASED ON THIS COMMITMENT Any claiin, whether or not based on negligance, which you may have ayainst us concr,rning Ihe tiUe to lhe Iand inusl be besed on this Commilment and Is subjod to its tarms. 20U.7.Op-11 SEtiT BY: 10- 8-98 ; 9:10AN ; Pann No, 1343 (Gaer)' a1.Tn VtnNI LMIQIli1q! UOn11pI111M111 COMMITMENT FOR TITLE INSURANCE 15SUED BY FIRST AMERICAN HERITAGE TITLE COMPANY agentfor FIRST AMERICAN TITLE INSURANCE COMPANY AGREEMENT TO ISSUE POLICY ~ 303 595 4505;# 4/ 9 171e1 KC1674091 FIRST AMERICAN TITLE INSURANCE COMPANY, refarred to in Ihis Commilment as the Company, Ilvougli ils agant, Firsl American Herilege Tille Compeny, refened to in Ihis Agreement as Ihe Apenl, agrees lo issue a policy to you according lo the terms oF this Commitment. When we shoW the policy arnount and your name as ihe proposed insured in Schedule A, this Cornmilment becontes effec- tive as uf 1ha Commitiitent Date shown In Schedule A. Ir the Fiequiremants shown in this Commilmant have not been met within sia months aller the Commihnenl dete, vur obligetion under this Comrrrtmen[ will end. Also oUr obllgatlon under Ihis Commit- ment will end when the Policy Is issued end ihen our obligation to you will be under the f'olicy. Our ohligalion under thls Commitmeht is limited 6y the following: 7he Provisions in Scliedule A. The Requirements In Schedule B-1 The Exceplions in Schedule B-2. The Conditions on page 7•A. Tliis Commitment is nol valid wilhout SCHEDULE A end Sections 1 and 2 of SCHEDULE B. First Ariier-icar: Tit[e Ifzsurance ComPaiay BY PRESIOENT ! 8Y 12~44 / A"001- SECIiCTARY BY 911/ CoUNTERSIGNED .~\1lE INSG 9 H Q :'oPPnR f , o• a o . O ~ SEPTEM8ER24, : D b 196P A . ~~~q~iraaN`" S&NT BY: 10- 8-98 ; 9:11AN 303 595 4505t# 5/ 9 wl.i Kc1674097 F[RS'C AMERICAN FIERITAGE TITLE CO 950 Suulli Chemy Slrcul81211U • Uonvcr, CU N0246 -/'hnnc: (303) 6)1-3337 • FAX: COMMI'1'MENT scxanvr,a n commicmnnt Nv: KC:16744B97-6 1. Commitmea%t Da[a: ;eptember 14, 1998 at 7:29 A.M. 2. Policy or koliciee to be isaued: . Policy Amount (a) ownora Paliey - Pxopoood ZfieuzeCi $ 'I'DD Raviuiu Li.mi,ted Liability Company, a Colorado limlted lieibi.lil:y cninpany (b) Loan 8olicy - PropoBad Ineusad: r, p_ NONf: 3. fae simple intareet 1n eha land deecribed in thle CommitmenG is ownod, at the Gomndtmant Dgtw by: vex'[ion D. Voktoska. tnnd MaTJoric T. Vohoeka, as ko Parcele 1, 2 znd 3, <md YuClir. Smrvice Company of [olozado, as to Parcel 4 4. The lancl referrad to in thia Commitment ie daocribe6 ae follove: Parc'el 'Phe Sout.h 280.64 L'eat of the East 10 acres of tFae SE 1/4 NW 1/6 oE S~c~6ion 23, TowncshiF> 3::nuth, Range 69 Wo3t oE the 6th P.M., Except the East 30 feet, . F,xcept i.li!' 9nu(:h 30 feet, Except L-hut porC,i.nn dascilbed in Hook 749 at Page 581 and ExcepC tliat poztion dwscribad in Book 1730 at pnge 2e0, Covnty cif :Iet.Lerson., Stal.e o1i ColoL'adV, --Conti 1111rd PRLMIUM: TBl) Commi ttnent 245.00 0y/23/9B 15t00:05 clm CAM K•n SENT BY: 10- 8-98 : 9:11AN 303 595 4505;9 7/ 9 u~ii.f~ya 1-,:00 :U6 Um CnM H1e1 xc16744D97 Form No. 7344-b1 (CU-88) ALTA Plain Language CotMdGma4t 9CHtWLB S - 8aetion 1 ozdor No. K('.l(i714119'7Fi Aaquiremance The follovinp requiramanGe muet 6a 7Ret: (n) P+iy the a<.p-ved amoilllCS for th.: intezeqt in the land and/or Eor t1iP morttQ;.iqe to be insured. (b) Pay us the pteuti.ums, fees an$ chargee P.nr the pnlicy. (c) UbCain a~!.r.lilicate of taxes Que from the cotinty traaaurer or the county trenwu.rnr', nuf,horized agent. (d) The Pollowing dorumPtlt6 satiafaetory to us muFt be signed, de]LV~red ano.i recorded: 1. Wa.r:kni-y Dyed suEficient to conVey the Iee simpla eaL'ate or, iutev'NVI! in the land df.saribed oL tefetied to herein, to thw Yzoposed Inaui'ed, 5chr_dul.P A, 7Y.NIn 2A. 2. cvrr,:ction Ueed frum the Peteonal Representative Eor thr $=ta[w ut Kevi❑ R. vr,Ln>:ic:i tn ~7Prm,n D. Vokwnka and,Marjori.e I. volioskn. No'L'L•': Thi:: requitement is necessary becauee: ThA lcyal deecription in Deed recozded Apz11 1U, 1904 rt ROC:B[]C1.011 No, 84012410 should appent as set fozth in item 4 of Schedule A~,C L6ic <:unvni tttwnl.. 3. Urrci 1;row Fublic Selvice Cptnpany of [olozado, a Colozado eoTpnraF.luu to Ravlnia LinJrAr.l Li.i.ibi..lit.y Company, e Coloradu limitad liability compairy couvPying title L'n thW tubjaCt land. 4. Rei:ur<lati.on af the plat entitled "Wndswortli L'ommercial Centie 5ubciivision No. 1' iii f.orm and content sacisiactory to this Company. The followiny m<nleria]„ which may not I1P.<]PUS2ILiSy FJB zecerdcd, mus[ I,e furnished to the ('ompany to its satisfaction to-wit: (e) The fo7lowiny iri.fnrmation shall Ue eubmif.t.ed to t}lP Company for rwvicw to determine wh~.h.her Mechanics L1en Protaction tnny ba gzonCed on C}yp F'i!.I.icy to be issued Under Schedule A, Parag7.+xph 2(b): (i) 1NUSMNIT}( 11t3RGLMF.NT Z NOTE: ZF THE: SALES YKICE OF THE SUBdEC2' PROpER'tY EXCEEllS S1DO,000.00 TfIF; .^,,ELLER SHALL BE REVUIREO 1'O COMPI.Y WITH THE DISCLOSURE OR WIR'HHOLpING PROVTSTONS (ik' C.R.S. 39 -22-604.5 (NONRCS'I!)N;N'1' WITHHOLUING). SENT BY: 10- 8-98 ; 9:I1AM 303 595 45054 6/ 9 i.. r.., ii uui I.nwl WI.N KCI69d4P97 nrdar No. ]U::Lf,744U97-C Yarcel "l: 9eheduls ]1 - Lapal Dascription eoatlnued The SoutL ?.52 Coet of the Wect 226 Ieat of the East 556 Eeet of Lh+: .^.F. 1/4 NW 1/9 u( ,^,cetiun 13, `PnWn3hip 3 South, RangP 69 Weat of the GCh P.M., Except rh,r Easr. 45 £eek of the South 150 feet and F,XCept any por Y.iou coRkalRed Witk11❑ W. 44th Avenue, County of Ja:l.Eersun, , State uI Cnlox'ndo. Parce] :i: That portiori of [kie SE 114 NW 1/9, Sectlnn E3, Ttiwttship 3 South, Range 67 WNgt of the 5Ch P.M., deRCtibsd nx follawe..: Beginning al-. a pui,nl' on the Soutlt line of the NW 1/4 of said Sr_ct.ion 23, :1nd 330.0 foc•C Wrst PL the 5oLLtheaet corneC of the NW I/4 of SPfClOt1 23; Thence Wswt alony'naid South line, 45.0 feet; Thence Noc'th 150.0 feNt; Thenc'e I'a.^.t. 45.0 f.-et; Thence ::oi.iCh 1.50.0 Y,eel' to tfie Point of Aeginniny, Escept.i.ng nuy porti.on coutalned wlthin W_ 44th Avenue, County oY JeEfeison, State of C:nluradn. P;ircel !I ; A 25 TcioC L-y SO foot parce]. of land located in the SE 1/4 of Cti~ NW :I./4 of Section 23, Tnwnship 3 5outh, Range 69 Weat o£ thP 6th Principal M<3T-jdiiil, more partic.ialarly <3pscribed as follaws: (1'a Be E,ujzpJ i Nd l,y Sutueyor) County of Jeffes'HOn, state of Uolor:aQn. Upon f.ulfil7.inent ak RP!guirement No. 4.oP schedula B, 5ection 7., the 7Pga1 descriptinn wil.l. he amended to read as follows: I,ul 1, WriclcwortL Commezcial Centre Subd'iv1Bioi1 ND. 1 zecorded 1.998 at HOCapt'.ion Nn, CoUUt.y o1. Jn_1[YP.TSUn , State oE l:n.LoZadn. (Eor iREonnul.i.nnal purposee only) 44th & Wadswurth SENT BY; 10- 8-98 ; 9:11AN 303 595 4505;# 8/ 9 Fot7n No. 1344 ri2 (CO-BB) ALTA Plniu Lauyuaqe CouunitnenC SCHSDVLS 8 - 8aation 1 Ordez No. ICC7.67491497-6 6xoeptiona Any poliey we iague will have cha following exceptione unlasa they ata takan eare of to our eatiaPaceion: 1. '1'axes and Assas::menta not certiEled to the TxeesuFei'e OL[ice. 2. Any tac1.::-'„ rigL[:, interests or claims which are not shown Uy th« pilblle ir_COiaS but wh.icfi ucn110 I,e x.ycer6ained by an inepection of the lahd or by mak.'tnu inquity nL per.^.niv: i.n pnss:•beion theXeoE. 3. Easemenc.s:, or rlaims of oasemants, not shown by public records. 4. Di3exepanci.v9, conflicts in boune3aty linee, sllortaye iti nxGn, Y.RI'CUAC~lI11CIlCG~ and auy Pacicc whieh a. e-t.11rect aurvey and insper.ti.nn of thP land woulc.i cii>:e:.lo~•~, and which aY~ tir?L _,kiown by the publie Yeeotds. 5. Any lien. or right to a li?n, for servicas, .labor or material herptnfori, or hereafterI:u~rn:i~lu-d, impooed by lav and not shown by the pub7.i.r. ~-Fnorclc~. 6. '1'axe:; and asaes~rtienl's for tho current year, including all taxes tiow nr tieteLoturc as:;PSsocl, due oY payable. 7. Th_ eL'1:nuL nf: .^.aid land beiny includPd within tho boundn of thP Wh,cal' I;.idy~t Fire Proteatiotl UiEtYlct as set Eozth in 1n5l:TUment tecalde(7 OCCobrr 7, 1971. in Book 2305 at Fttge 895. 9. An enr.+i-uirnL Eor traffie signal pole, controllez and ineidenCal purpo.^,Hti granted to Y.he Cil.y of Wheat Ridge by the instrumant zaoozded July 1:L, .I975 in Book 2751) aC Puge 639, affecti,nq Yaicel 1. 9. Any existinya le:iper.: or tenaneies. 10. An easemant for hnn ,^•top and she1L•er and incidental purpoeec grantud Cn Regional. '1'r.rin5f?nrLaCion DistricY, by the insttuntetlt recozded }1pTi.1 18, 1091 at FapepL'ion No. 91032493. 11. Thc iullowiny uvatters as discloaed by ALTA/ACSM Sur.vey preparecl Ly /R Enqineering, r,r.d., aah.ed July 31, 1997, •7o1, No. 3936.00: a. A yuEr uL 0.39 feet exj,etp betWeen the WeaG llne of the East 10 ;icrer of lhn ;nuClz¢a=t nr1H-yuaTCeT' of the Nnrttiwest one-quazter of `',ec~tion 23 and the F:.i~t ].in? of the WesL• 226 fect of the F.:•~nt 556 feet of Clw snurh.^ast onryuarY...i c+f l.he Northwest one-quarter of Section 23. b. Fenre .linnz, ;howct on tllls suivoy, li.e boCh 1nside and ovtci,B'e. 1;1ir rccord ritlc lines:, c. A p<irCion eY WadswuzCb H1vd. and 44th 8vanue lie Within tlie Yec'+C<1 title. d. Thc:rF rirN r.xi:ting overhead Ul'11ity lines, pol.ets nrtd guy wircc, wil.hout. - Cuntinued SFNT BY: 10- 8-98 ; 9:12AM 303 595 4505;# 9/ 9 04/23/98 1_',:.I4:J9 clin CM7 - ftlieN KCI6714B97 Form No. 1344-H2 (C0-,89) ALTA Plain Lnnguage Colmmitmeht Hchadule H - 9ectlon ] ContlnYed Ordel No. I(CI.G'79AB!17-6 il oC rnru;'ded easemont. 12. EaseinenC:• ,.ind uoCes a~ cantained ogi the plat of Wndswotth Catnu~~r~.•ial ~~c-r~tr„ Subdivi.:;ion No. 1, rer_ozded , 1998 at Receptiuu Nu. 13. InY.rti1_innei2J.y omitted. 14. TPCm:;, coudil:i.un::, pr.ovisir,tas, syreeplents and ubliqations -pa,c•ilii,l j.nv.INt tkle Ea;~e~uNU.C A9reriuent by and batween Vetnou D. Vohoaka and Mar.joria l. Vohotika nnd Wh~ZL kidyc: Water Dis[tici recotded April 20, 1998 at Rnc«}>tio❑ No. FU595U.1), 15. Tetma, cnndiCi.niiy, provisions, ayreements ancl obliyationa slierifi«d uil(ter the DerltiT:il.ion of EasemenCs Uy Varnon D. vohoska nnd Marjor.ie I. Vo)nska recorded .Tuly lA, 1998 at keception Nu. F0650760. NU'PE: Upon Ei.i.l.fillment ot Requitement No. 9 of. Schedule D, ::«+qY_iron 1, ESCeptiun No. 11(.i) will be de],eted_ INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO z~~~ 7500 WEST 29th AVENUE (303) 23~5933 JOBADDRESS BUILDING P R OWNER CONTRACTOR SETBACKSFROM PROPERTYLINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAININ T THI B INSPECTION DATE INSPECTOR Foundations Footings G~ Z-fo. Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ncr t lab Floor. U l ; ~hkti~ IT 1- z?, ii i~ • 22. Electrical (Ground Work) -(q- f+- Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical..Sd{~fs Rough Plumbing % O• ~•G ( ~ ~ 0.,~ . Air Test Gas Piping Rough Heating & Ventilatian ' ,1 ;qj * fi (above must be signqd )grior joAaming inspection) Framingy~ • (u Insulation Drywall nailing Roofing Refrigeration Electrical underground Fanal Electrical Avlc ce,Y; i OK gLt? Plumbin Heatin & Ventilation Frame ~ y R.O.W. & Drainage Fire Department Parking 8 Landscaping 0 dR OCCUPANCY NOT `PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER INSPECTION RECORD DEPARTMENT OF PLANNIIVG AND LOEVELOPMENT BUILDING INSPECTION DIVISIO-14 - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8462 1 /29/99 Property Owner : Property Address : 4401 WADSWORTH BLVD Contractor License No. : 20236 Phone: 303-571-0700 Company : Catamount Constructors Phone : 679-0087 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applirable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : New retail building, 13,905 sq ft. Walgreens BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 13852 Approval : SM Zoning : C-1 Approval: DM Approval : GK Occupancy : Walls Proposed structure and site design complies with C-1 regulations. 2 additional street trees on W. 44th and 1 street tree on Wadsworth required. Okay, signs require separate permit See attached P.W. review sheet / comments Roof : Stories : Residential Units : Electrical License No : 19626 Company :Jeffreys Electric, Inc. Expiration Date : 2/28/99 Approval : Plumbing License No :18805 Company :Tony V Plumbing & Heating Expiration Date : 7/30198 Approval: Construction Value : $930,000.00 Permit Fee : $1,827.50 Plan Review Fee : $1,187.88 Use Tax : $13,950.00 Total: $16,965.38 Mechanical License No : 18889 Company : Tri-State Mechanical, Inc. Expiration Date : 5/29/97 Approval: (1) This permit was issued in accordance with the provisions se[ forth in yopur application antl is subject to the laws of the State of Colorado and to the Zonin9 Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within sizty (60) days trom issue date or (B) the building authorized is suspended or abantlonetl for a periotl of 720 days. (3) If this permit expires, a new permit may be acquired for a fee ot one-half the amount nortnally required, provitletl no changes have heen or will be matle in the original plans and specifcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid tor a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a draina9e problem. (5) Contractor shall notify the Builtling Inspector hvenry-tour (24) hours in advance For all inspections and shall receive written approval on inspection card before pmceediing with successive phases of the job. (6) The issuance oF a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bui : co any other ordinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and condiUons set forth belw for the issuance of a Certificate of Occupany in connection with titis 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 perfomied 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 repoR and plan, a letter of certificaUOn is reqwred from the projects civil engineer of record. Inspection aze performed by the Public Works Depaztment. 3. The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant may be processed in lieu of consuucunf said improvements. The Public Works Departrnent perfortns these inspecdons or provides the Development Covenant. 4. The completion of all required landscaping and rela[ed site improvements. Inspeclions aze performed by the Planning 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 InspecUOn by the Building Division does not consutute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate of Occupancy is issued. (Unfiform Building Code, Section 109) The Ciry is not responsible for any real estate dosings or other agreements conceming the property which may be affected by failure to compete the above items and obtain a Certificate of Occupancy. The City is under no obligation to issue a temporary Certificate of Occupancy. I have read, understand and agree to the foregoing terms and condidons. Name (please Date: / ~29 /9 1 RELIANCE DEVELOPMENT COMPANY, L.L.P. • MINNEAPOLIS, MN 55402-1301 c-7 '3 REFERENCE^70. DESCRIPTION .IMVOIOEDA7E. ..::INVOICEAMOUNT DISCOUMTlUKEN AMOUNTPAID OFFSITE IMPROVEMENT ESCROW 72,145.00 GHECICOAiE~ % GHECHNf}. PAYEE . D13COli13T5TN4EN CH€Ci£AMOUNT ~ ' . BNC NATIONAL BANK 3572 tReliance Development Company, L.L.P. MINNEAPO~gM0N SSd03 527 MARQUETTE AVENUE SOUTH RANDTOWER MINNEAPOLIS, MINNESOTA 55402-1301 (J~2NO DAIE_ 26, 1999 *****$AMf45.00 Memo: PAY Seventy-Two Thousand One Hundred Forty-Five and 0/100 Dollars TOTHE ORDER CITY OF WHEATRIDGE OF: . . . , . . . . . . . _ . . . . _ . . . 11'00357Z11■ 1:091005B07I: 09704256iI• 6ECUPirv FEAiURE3. MICRO PRINi tOP 8 BOTTOM BORDERS COLORED PinERN - qqTiGICiAL WAiEaMARk ON REVEPSE SiDE ~ Mi55iNG P£AipRE INDiCBTES A COw A y V1 ~ i Reliance Development Company, L.L.P. January 26, 1999 Mr. Alan White Planning Department City of Wheat Ridge 7500 West 29`" Avenue Wheat Ridge, CO 80215 Re: Walgreens Project - 44`" & Wadsworth, Wheat Ridge, CO Dear Mr. White: Enclosed please find three original escrow letters for the above referenced project. Please sign all three originals, obtain one for your records and return two to my attention. Also, enclosed you will find a copy of the check that is being delivered to the City of Wheatridge. If you have any questions, please call Richard Hauser at (612) 338-1000. Sincerely, RELIAN DEV ELOPMENT COMPANY, L.L.P. C Keily A. rd Enclosures cc: Michaei S. Fraser, BTS Construction, LLC Rand Tower • 527 Marquette Avenue South • Minneapolis, MN 55402-1301 (612) 338-1000 • Fax (612) 338-8971 Jan-26-!S~9 11:22A DEVREVFAX 303 235 2857 p.pz yuo~c 'Reliance Developmi:nt Company, L.L.P. January Zt, 1999 Mr. Robert MiOCaugh City Manager City of Whea: Ridqe 7500 Wept 25"` Avenue Wheat P.idge. CA 80215 Re: Walgreens Prcjef,7 • 44' & WaC9worth, W heat Ridge, C; 7 Dear Mr. Middaugh: This letler shall cOnstitute Relianpe Develupmant Company, I..L N. ("Depositoe) agreemant to tlepOSit $45,585.10 antl $26,530.00 (total $72,1 15.00) into an interest Gi ar;ng accounf with a bank at yourchoice as surory for the completion of the required off9ite improvements at d traffic signal raixation for the above referenced praject. The affsife Improvements shail consists of ^I rea nsw entrances, new city walks, eurb and gutter, daeeVaael lanes with asphaR patched w ma'cn existinc streets along 40 & W adsworth pursuant to the approved plans. T2Nic 319nai relxation should be completad 3; shown on the appmved pians. Center median5 in d4" $ Wdtlsworth streets end BlaCed utilitie9 Sfe exc !uded fram ths reqUirAd 0!f5ite wOrk. Depasitor shall haW the rlght to periodically drew down on tRe e xrowed amount as the worK is completed. Phys;cal completion of the work to me satisfaction of the City up :n its inspec'.ion shall 6e aufficient evidenca vl comptetian. Requesced completion amounts shall be paitl :o Oa iositor within five tlays of such request Upon completion of the work tha ramaining eacrow aecounl wit^ all accrued Pnterest, if any, shall be returned to Capasitor less $5.000.00 which shali be he10 by iha Crty'or a on i yxar war2nry penotl. Upon flnal Inspec[ion and acceptance of the completed improvements, the remaining 35,000.00 security, plus interest, ahail be retumetl to Depositor. Deposaor shaA be albwed to replace U:ia $5,000.00 cash war2nty secudry with a Letter of Credit for one yEar. If the tlepasitor has not completad tha improvemeats required'n, ,rein wOhin one year of ihe initial deposit then the city may upon noticQ to Oepositor draw down ort tn9 ramair, i kg escrow amount to complete the required improvements. Furlher, it is agreed that the Ciry cf Whaetridge ('City') shall p% all wsts (includiry tonstruc:ion, civil, engineering, etc.) for the eentar mWian work in 44'" d, Wadswor h streets and re!ated utility roloCation within tne oHSita improvemants, H any. The Ciry shall pay to Qepositor, Ce ntraaor or other par.y completing such work without liens wrthir. 30 days of writtsn request tor payr,ient alonf with alt pack-up invoices tor suCh work. H you have any questions. ptease do nac hesitate to call me at it 12) 338•1000 Sincerely, RELIANCE DEVELOPMENT COMPANY, L.L.P. iehal'd J. Hauser ACKNO LEDGED: Ci of WhaatBd Gry Mana9er Robert Midtlaugh Rand Tower • 527 MarqusRe Avenue South • Minneapolis, MN 55402-1301 (612) 338-1000 • Fax (61 ?1338-897t DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8462 1 /29/99 Property Owner : Property Address : 4401 WADSWORTH BLVD Contractor License No. : 20236 Phone: 303-571-0700 Company : Catamount Constructors Phone : 679-0087 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 restridions 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 com liai))) with the Wheat Ridge Building Code (LLB.C.) and all other applicable aai, ~ e~ a~s, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE ( ~I I Description : New retail building, 13,905 sq ft. Walgreens Construction Value : $930,000.00 Permit Fee : $1,827.50 Plan Review Fee : $1,187.88 Use Tax : $13,950.00 Total: $16,965.38 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 13852 Approval :xSM Proposed structure and site design complies with C-1 regulations. 2 Zoning : C-1 additional street trees on W. 44th and 1 street tree on Wadsworth required. Okay, signs require separate permit Approval: DM See attached P.W. review sheet / comments Approval : GK Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No: 19626 Company :Jeffreys Electric, Inc. Expiration Date : 2/28199 Approval: Plumbing License No :18805 Company :Tony V Plumbing & Heating Expiration Date : 7/30/98 Approval : Mechanical License No : 18889 Company : Tri-State Mechanical, Inc. Expiration Date : 5129/97 Approval : (1) 7his permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the S[a[e oF Coloratlo antl to the Zoning Regulations and Building Code o! Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) ihe work authorized is not commenced within sixty (60) days (rom issue date or (B) ihe building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a tee of one-hal( lhe amount normally required, provided no changes have been or will be matle in the original plans entl specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (7) year, full fees shall be paid (or a new permit. (4) No work of any manner shall be done that will change the naNral flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections antl shall receive written approval on inspeclion cartl beFOre proceediing with successive phases ot the job. (6) The issuance of a permit or the approval of drewings and specifcations shall not be consirued to be a permit for, nor an approval o(, any violation of the provisions of the building cotles or any other ortlinance, law, rule or regulation. Chling ec or THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : QCPd Date : CJ Property Owner: L/~lm tirj L13~~~~~ Property Address 44T, 4 Phone :'yjQ9j G27I •D700 ~~a3(p Contractor License No. - Company :4T Amou 1'1 i C'AY7°~ i pu L7Z~2S Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : q'~201000 I hereby certify that the setback distances proposed by this pertnil application are accurete, Pefmit F@e : 4 ° and do not violate applicable ordinances, rules or re9ulalions 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 conditions printed on lhis Use Tax : aOP~ication, and that I assume full responsibility for compliance with the Wheat Ridge Building C956, 0 Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, tor work under this pertniL -T- I~~ ~,/U{~~ Total: $0.00 (OWNER)(CONTRACTOR) SIGN L. Lf.~J~/ DATE 1V• I - -6Y~ ~/G~V1, lVl . Use : ~ ~mNkICa DescriPtion: ~W ~eM~ {5ccl4 I2:.11-vL-tdS k8l -~`lll BUILDING DEPARTMENT USE ONLY sic: Ft. Approval: S~Yw~+p a^^A `r~ R Zoning : C-, des~~,~~!^ ~yC,u~ h it~, c• ( re`!1' 0~~f ~LJ 2,~""sF+%w s sn. w. q4+'^ a..d CT 1 2 7998 900 M Approval : clc~- 1 >I-rteX -fy%ee ~ r n Mt51C~bFK=Mm€fim gI ~'„S r +''w`r.Ae (uun Approval : 5jSLA px3, '(A(i1 u Occupancy : Walls : Roof : Stories e d' . q Electrical License No : Plumbing License No : Mcha~~VFff-nU Company : Company : mpar~yOV 12 1993 8 Expiration Date : Expiretion Date : iration Date : Approval : Approval : val : (1) This pertnit was Issued in acmrtlance with the pmWsions set foM in yopur application arW is subjecl b the laws o( 044a ol a a e'(he Zoning Regulatlans arW Builtliny Code of Wheat Ridye, Cabrado a any otner applinWe atlinancea ol the Ciry. (2) This pertnit sAall expire d(A) the work authonzetl is rrol commencM wiNin sizty (60) Eays irom issue Eate or (8) the buildinq authaized is auSpenEeE w aEanOOnM fu a periatl a( 120 days. (3) If tnis pemdl ezpires, a new pertnrt may be acqulred for a lee ol one-half the amounl normaly reQUimd. pmviOeC no Uanges have been a will Oe maae in the on9irial plans arb spedficaUons anE any suspension v abarWOnment has not exceeded one (1) year. If changes are made a if suspension w aEanEa~ment exceeds a~e (1) Year. (ull fees shall6e paitl lor a new permit. (4) No work of arry manner shall ba done lhal will change the naWral Ilow of water causing a Crdinaqe problem. (5) ConVaclor slull noGy the Building InspeC1or iwenry-four (24) hours in atlvance for all inspeclions aM shall receive written approval m InspMion carE Oebre proceediing wiln successive phaxs of the bb. (6) The issuance o1 a pemut w the approval o/tlrzwings and spedfcations shall nol 0e consWeC to be a pemut fa, rar an approval o( arry vlolatim o( Ne provislons . of the builCinq cgtl" any oNer adinance, Ww. mle ar repuWtion. / Chief Building I ector For Mayor THIS PERM VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION O DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8182 ~ 11 /24/98 Property Owner : Property Address : 4401 WADSWORTH BLVD Phone : 303-934-5278 Contractor License No. : 18581 Company : Denver Sign Systems, Inc. Phone : 295 2090 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applieable 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 : 1- Free standing sign and 2 wall signs Construction Value : $3,440.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $51.60 Total: $96.60 Use: BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : C-1 Approval: DM Approval: Occupancy : Walis SIC : Sq. Ft. : Free standing sign must be set back 10' from both corners and must be placed within a landscaped area Separate elect permit required 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 forih in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations antl Building Cotle of Wheat Ritlge, Coloratlo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building auMorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a Fee of one-halFthe amount normally required, provitled no changes have been orwill be made in the original plans and speafcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceetls one (i) year, full fees shall be paid for a new permit. (4 No work of any manner shall be tlone that will change the na[ural tlow of water causing a tlreinage problem. (5 Contrector shall notify the Building Inspector twenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the 1~ob. (6) The issuance of a permit or the approval of tlrewings and specifcations shall not be construed to be a permit for, nor an approval oF, any violaUOn of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION November 11, 1998 Mr. Dave Roberts Fire Mazshall Wheat Ridge Fire Protection District 3880 Upham St. P.O. Box 507 Wheat Ridge, CO 80034 RE: Walgreen's: ~NSINFAkINIMNWWbeat Ridge, CO burkettdesign,inc. has reviewed your letter dated October 30, 1998 for the above referenced project. The following comments are in response to your concerns. 1. A Knox Box will be installed per your recommendation. The contractor will be notified to contact the Fire Marshal Office regarding the Knox Company application. It is our assumption that the Fire MarshalPs office will provide the recommended location for the installation of the Knox Box. 2. Complete fire sprinkler plans are to be submitted to and approved by Wheat Ridge Fire District prior to installation and will be submitted by the contractor. 3. The specifications for the Fire Alarm system have been revised to provide an Addressable Fire Alarm system and will be tied into the HVAC and RTU units. All required cut sheets for the Fire Alann devices will be submitted by the contractor prior to installation. 4. The emergency lighting plan has been revised. Please see Sheet El.l A for the revised layout. Please feel free to contact me regazding any additional questions pertaining to the above information. I can be reached at 303.595.4500. Sincerely, burkettdesign, inc. ,,Jmw" Jamie Ladwig, AIA cc: Darin Morgan; Codes Administrator; City of Wheat Ridge Richard Sapkin; HC Proper[ies Brenda Godfrey; HC Properties John Kohler; Semper Development Tom Totzke; Reliance Development burkett d esign 956 17th Sir=_?t $vife 900 D=_nvar CO $0202 303 595 4500 303 595 4505 Fex. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8182 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/24/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 4401 WADSWORTH BLVD Phone : 303-934-5278 Contractor License No. : 18581 Company : Denver Sign Systems, Inc. Phone : 295 2090 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $3,440.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $51.60 Total: $96.60 Use: Description : 1- Free standing sign and 2 wall signs BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MLC Zoning : C-1 Approval: DM Approval : Occupancy : Walls Free standing sign must be set back 10' from both corners and must be placed within a landscaped area Separate elect permit required Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set forth in yopur appliwtion antl is subject to the laws o( the State of Coloratlo and to the Zoning Regulations antl Building Cotle ot Wheat Ridge, Colorado or any other applicable ordinances of the Giry (2) This permit shall expire if (A) the work authorizetl is not commencetl within siaty (80) days from issue tlate or (B) the building authorizetl is suspended or abandoned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty requiretl, pmvitletl no changes have been or will be made in the original plans and 5peciFlCations and any suspension or abandonment has not exceetled one (1) year. It changes are matle or if suspension or abandonment exceetls one (7) year, full (ees shall be paid for a new permit. (4) No work ot any manner shall be tlone that will change the naNral flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspedor RvenTy-four (24) hours in atlvance for all inspections and shall receive wririen appmval on inspedion card before proceediing with successive phases of the 7ob. (6) The issuance of a permit or the approval of drawings antl specifications shall not be construed to 6e a permit for, nor an approval of, any violation of the provisions of the building cotles or any other ordinance, law, rule or regulation. Chief B'UiIding Inspect r G THIS PERMIT VAL ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CIl'Y OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner. W Vi411A~ /-,qte _ Property Address ; bb5 6 &3J phone 9p C/ A : 3 Y-S"J Contractor License No. :I 8 r y 1 -Q~~ 1 vlllc/~, Company:oc,'," OWNERlCONTRACTOR SIGNATURE OF Phone: ,3~;J=aoPO AND AGREEMENT I hereby certify that the setback distances proposed by this permk appliwtion are accurate, and do not violate appiicable ordinances, niles or regulalions of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are aceurete; that I have read and ayree to abide by al4conditions printed on this application, and that I assume full responsibilit tor compliance wfth the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat id e ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE lj a)~R Description : S~k VJkj - 4qFff'9Zi9MiY'ieiitlb2 Approval : C, - ` Zoning : ~ gMl9tff~~IC'btfEM Approval : ~ P_a~t~wa~Ka~a ~t~7 Approval : Occupancy : Walls Electricai License No Company : Expiration Date : Approval : Construction Value : j, YyO. v° Permit Fee : Use Tax : Total: $0.00 Use: BUILDING DEPARTMENT USE ONLY - FR~~-s~czncjanc~s~ ~ mu,st ~ sic S~Kt. U~ s~- bmcl< ~1 lb~tl l$y~~~\ Q ~CACf~.SCCs~~ ' , , F ; ~ •r.. ~ a~co, raav Roof : Stories : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was Issued in aaordance wiN the provisions set forth in yopur applicaUOn and is sub'ecl to the faws of the Slate ol ColoraEO antl to the Zoning RegulaUans and BuiltlinQ Code of Wheat Ridge, Coloreda or any other applicable ordinances ol ~e Cily. (2) This permit shall axpire rt(A) the vroAC auNOnzeO is not wmmenceC wiNin siMy (80) days from Issue tlate a(B) the builtling authorizetl is suspended w abantlonetl lor a period o1720 days. (3) If Uis peimR ezpiras, a new pemut may be acquired lor a tee of ono-half the artaunt rwrmalty reQUire4 providetl no changes havo been or will Ge matle in the original plans anE specificaGOns antl any suspension w abanEOnment has not e.cee0etl one (1) year. II changes are ma0e or il suspension cr aDanCOnment (4) No work of any manner shall Ce tlone Uiat will Uanga ftNe natural flow ol water wusing a tl2inage Oroblem. (5) Cont2clor shall rroUry the Builtlin9 Inspectw lwenry-four (24) hours in advance lor all Inspections anA shall receNe wnqen approval on inspnction wrA Defore proceediing with successive Ghases ol the ob. (e) The issuance ol a permit or the approval o Crewings anC speciBratbns shall rwt De wnsWed to be a permil far, nor an approval of, any Wolation ot the provisbns of the Duildin0 oodq ,"-r-oy other orGinance, law, mle or regula0on. Chief Buil ing Insp to For Mayor THIS PERMIT ikd[D ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION F-I ID) wxwxi- PLAn =~~y7zwv? u ~i~r~d,~~~y~ ~ 31 rn ~ m ~ I2 Z :0 c r m ~ 79 i z o ~ Z r3i N E tp 24 mZ c~ N ~ O >Z m ~v ~ N X ~ _j ~ aF z° •o g' . ° ° . o ~ N • . :ii o , ~ F 0^e ° 0 11; .e •o~ i ~ ~ o e °s° . • o • ~ ' ~ 9 Ip ~ 0 It . . r U a I~ ~ 1[n ~ Z 50 v ~ N N F D 3 ~ i , i Z ~ > r o z m ~v 8~ ~ '`g ~ ~g c z g TL~ A ~ 29 ° rmC v~ a v v ~ w~ ~ n~~• ~N ~ ~ ~ 7c ~ AV~ ~ O ~ ~ ~ ~ v ~ ~ ~ ~ Z r q ~ 70c ~ Z (t) ~ m n~ ~c z vz Z ~ 0D ~z m> ~z z rm- S~ 64-3/8" 47-1/2° ~ O ' v I ~ y ~ O v' N D' ~ D ~ 33" ~ ~ m ~ ~q ~b AN ~ ~ ~ m ~ i 1 D Z D A v a ~ M N r 0 ~ ~ r °a a ~ ~p Z C~11 ~ O z v~ 2 1 p z~ ~m D~ ~ N ~ ~ 0 ~ ~ ~ z v D ~ 2 m 9 Z a ~:s m sFQ: > z vz Z v ~0o mZ Z m r- I,~' r 18~~ Z ~ N ~ A A'ma C 7~ Z Q v3j N MN ~a ~vf a TD ~ 8Z~ ~7ca~ o-FC ~ a~ m~ ~Z ~ ~g %3«~ ~N cp ~ ND ~ ~ }p1z Mz ct'u vb°~ ~ NZ V V ~ r ~ ~ c N N n v z z~ m ~N 70x ~zo ; ~ rn ~ ~ -o o :e, g o • a~ : Q3 oe: •^'o ~ Z 2~ .o•r ~ F C {3' 70 • ° om : ~e ~ o. •d~ ~ ~O ' • e . ~ s . o a o ~ • , o ~ ~ ~ ~ on 11 , o ° • . . i I • e o ~ Y y ~ ~ ~1 plig ~pVA ~ A~ ~ ~aA zm . m ra I m I 10 ~ n 3 a ~ ~Z ~ ~ C 19 ~ , I b N ~ ~ ~ N ~ , q v m m a + ~ ~ . . ~ . e ..5 - ~ ~ • y \ ti ~ O ~ R > ~ I 00 . . ~ O L..o o0 a~ ~Sv ~ 3~~ n ~ -n ~ ~ Z ' ~ s p m= c m m z = = Z r -n O m > D ~ 21 M ~ O Z m m 0 r r ~.Z ~ ;r m~ A I~ ~ v m ~ ~~a 0 a ~ ~ D ~ Z ~ ~ m m ~ m v m ' ~ ! m ; ° i N M MYEMENT ; m to rAvEMarr ~ "Zzz ~ f ~ ~4~r 1 P l~ , ~ ° 1 ~ - ~ ~t v 'I~ ~~a _ ` ~T~o~~.. .j i9 , ~ ~:v,w~:.'S:.P" ~:~e rN, ~ ~o ; \ - ( I s_:. 'y°~'".i ~ ~ ~..._~~._~r . .1lUD~ t WAD9WORfN ~ ~ r-~ I 91TE PI.N'i ~ L'~e YD i~ , ' c_".__=~CY I , ~ wr« ~e..~o „ ~ .~~.9... , i~....... . cno~.:k~. - ° i r w e ' ~ y I,` ~ I ~ ~ ~ ~m~W ~ i ' . 3 ? w~„a,~ I ~ wa. ' ~~i~• I 1 ~ ~ W Z0'd IA lIARpNC. Sfln EIEv..i)A'5• iD Cn1 LLALL ELEV. ~175~Y TO D15r BEARFG EIEY • IMY iD kAB fl.g0 AAi I f( 1 I + 5 I tD, fTADEG SEAdt 464 ELF'.. DTe• `Y, ! ' 40 7 ~ A !D CtY IIAl1 BPV .171.0' 0 IO CnluWl A WILL E)EV, •I71~p A YAB ICO-0' fIEY . Q -L TD 9TAIOMG 5EA21 10 ELEY ~ IH']• ~iD CfB YNLL ELEV.. Iri'10 ATSI BEAF.NG ELEV.. i20A' !D kA8 EIEV . IOTO• 0 - 0NL ELEV. a Ow.V tD YYfi BEARUG ELEV.. IyW KEYED NOTES G BT C RA U C E AF rY)DAAR Af --n-ED 993I ND FOlCU ROAO ICOL 3[015MIIw CAMSAU 297!3 ca nR E) COLOR 5TO V1 55W BT Q-LL' 11. w. GENt CaA 510.3 BT R- FaSw EtAI CCPxK C0.02 dYbilUi NFS RO iRAtES CCICR 10 MICN FACE EAKK. AM fA1FtE fCR RHEE DY AKNRCS rETK h 5 u0 ROOM1 CULR` BLEG501 W SCAPT 5168 BY aALCWfBB 5Ki1-ACT R Q IN DIV54 U-. 5KA5 RE. 494 Og R'1N5PC511 A'0 %IPPER CC ECIED 10 51C-` kLEH 0 °,WF E lo.IED LWRT. RE ELEC. OIYV FOR IIPECIFICAIK II N°ALAIED leAlOW-141/ZWK RCLEAR AII'w51 FP"*!L D SPOT-FACED CONCRETE BLOCK BASE AFO ACC W OM05. C0.: U25 BY CIALItE OR APPROVE E`04L B CtFAR RK)plgp N.EL'INM STORE fl T O PAWTED C FcJETE FCLfp 5rE8 BOLLARM B CLEARAI{E'SK 5EE CETAI 5FUT 21A96 K• T. I E&T 51M PLATE BOLTED 10 MA.CI O RE )1-3 Il TRA514 CpPACTOR AO &CLO'Aii RB COI ® PRUM54ED MEET I'fTA, CAITIER5 AFO DMI OPM5 COLOR SAOfIONE By PAC. S AD pf B RAN Y EU) ® CGMROL DINT 71 NhLLAtEp V G AZR IN CLEW ALtnNn FRAm5 ® I- %UARE cCL l ®7 FLE.IBLE OELIFEA-PGSf 20 CANOPT CvEW DU SLIPPER ® 1' REvEAi N EIF,? ® 5 CCUY,ES Cf 'FLIT F.oCE PL IN LOCA(IGW W}m pl F RE KET rvOIE D FCR COLOR I`Vll. CITY ~ I'~ Mwrs UNFT NAU s~E1 TO, 5LAB ELEV. -.0" burkettdesign, inc. i • ♦ t ♦ ♦ v t ArtlYlecare Imam Dean Ptamw g 950 77th Street Suite 900 Deriver, Colorado 80202 303 595 4500 303 595 4505 Fax I Op In O Ld Y,I I Q DATE REVIEW smmwr;C 61W19B 1005 IC G bR359 Q ,RI'1IilCCNS1td1Ci1GN 91N9 I CONTENTS ELLYATION9 STORE -04366 JOB No. W017001 THESE ORAVANGS HAVE BEEN REVIEWED AND ARE APFROVEO (SIGNATURE) (PRINT NAME) (TITtiE) 1 vv vv v v 1 46.1 I I NORTH EXTERIOR ELEvATION b r ' I j kk \ / p Q. LM OF A 5CL05WE RE u § - P z - Lk OF CPC$ZE1E IRAs" C.TPACIOp ft"-2 O O \ p } T"0' p 1'Ta1CWP4N1 bw PAY04 1 LH; OF COPY y p /p wa m. -1:C -CCKREIE CNIB RE. CIV0. RE AT.I KET NOR 7 4 i I DRNE DRIVE p bNr ttP. Z TLM Uft w \ 1• T D A XXy~ e~`~ ~ aA Y P M e1RppY +aY•rVI SIT VI 82004 SIT 4 (TYPJ -L FL OM Al MW p p i _ COICfftE GJFdj ~ (;yam "NCICA°P®PIRK~G ~j~_ WVL FE IY fAD -'-ADA ACCP.EBtt CCKREiE'LaYILK PA RB COD YtN C.KX+T ABOrE. p I. 1HLLIY PANS - p VOPOI, Q x im ORFCBCWL 51w p RA'P RE eCOD WE o"CO L ~ t p PAVTY ~ r \ 4't80 P SM Aae _ RFACM BOARD PYLM LIWI PiaE (fYPJ p erol eH Dttat 1MI MEE C~ C~ O O WADSWORTN 0 c~ 0 i~ C~ D C~ d D I SITE PLAN vo= 40' H W' CUFO p AWK&I PAVryG p sw Q p CNI CONC. CAP r- ^fACt BRKK 10-TC Ilt BIRDRIG 'MX CEDM G4IE9 ' - COIC. BLOCK 5PLR fACEO BAef BLOCK p a cojRstal 1 TRASW ENCLOSURE PLAN/ELEIATION au kNw jlw-~ 2o(c WeK" Sl~. pp-ti, " ch, ~bhT ~atDE ~jL~utT.t 6~®~ i burkettdesign, ti, ♦ t ♦ t ♦ ♦ ♦ ♦ kchaec ue keera Design Plarrwy J~J SW Tml Street I Suite 800 oerwer, Coiorecio 80202 303 585 4500 303 585 4505 Fax I I 30 CU 00W 0ry I Q W it IW 4 ISSUE DATE REVBe 5LISMITTAL 61161w p PRiICIIG B/9B RtaT/CONSiPoCT10N CONTENTS 611f PLAN ORES "36b JOB NO. 9Nx3A01 THESE DRAMANOS HAVE BEEN REVIEWED AND ARE APPROVED I (SIGNATURE) (PRINT NAME) (TRtE) • ♦ ♦ IF ♦ ♦ ► ♦ A1,1 TOP A59ENELY SEE ICP Vew - ANGLE I x 7 x VA• - - / BDx FTEAFe ANGLE 1 x I x 1 t V IRO SAG ROD _ 7W' ,b. 3 r w. nEE POs, Ye x N B x 6• ARMFUL le 9EAn DECORATIVE 00x ANSLE I In• x i U)• x W16' FRAM BT WE IDTAIJ. q 21A5.1 I1A AW. 1 1m x 1 In' 5 tE t ei C FJ• ouru S E n "FOUNDATION t t, , D I."O "D •J JPpµ - 1 1 1; I T 1 4NCHOR BOLT5 4TH J/5• STEEL RASHERS SEE I I 1 TIL I IJ' pE4L A95 1 1 1~ Ib BARS TOP AND 1 I i BOTTOM l uu EACH r Q~ II•WnM 9•i ELL ~COrPKTm SAND 4 ELEVATION .v xALE v.• • Iw• TYP. 5 PLAN SECTION u xAL7 VA•. nO' AEKEA a•AtFE>~RPROOF f DOOW (IYPICAU ~ , N4 TOP VIEYI 5rAt7 NTS LS' LA 60' TYPICAL B' ON CIENTEWW) REQUIRED 5(N FACE 54GH rIOM1IN6 A55Et$LT SEE DETAIL It 101A55 6•x 5•x VI- 51L TIES COL- MIAL COVER unxn TIE BfAB FMADER BOARD SGN FACE ANKyE 471' % FVI' 1W LAr" M• LONG (b) REO 5EE DETAIL -5 ELEVATq NEIAL COVER I i IECrION'~ A95 TOP ExTR115011 AND CAP SEE DETAn 01.95 Fi1-1 5 PANEL ^ yn m, 4 ` TUBE ca ~ uw gx 9•x CAP RAZE s C i II P pw VA• ODILAI RNG9. SECTION DETAIL A55 x4777•. I'V -''A .r GAP PLATE CgLrF1 RAG G 5ECTION DETAIL A55 xAL7 V7'.IW )•1KEAOED OD RCD Ix1 REO b' NSId N LAG DRCTIAI OF iLLNDAipll ANCHOR BOLT DETAIL MS / 8C4E1 I• - PO FOR ~D HOLE FCR FVS• IGtD A7 (A141N YS' SR uasERS n' x R• x 1 vA• TTP. ,.a- EEL COuzj±L-- STEEL BENT PLATE >.vA• RC1ND HONE 1 b' x V• x Vr PLATE\ Ik• STEEL SfTTNIG TAE BlGiRC4 F ~S~ FG 7 ~ihR1 CP'O~1 } f 6 PLAN SECTION T SECTION DETAIL A95 x4.E, N• - I--0• US GALE: P. i 11.17 / 311'OIA K1LES N uYAE9 I1 x 1.112- E %TRBIO( FOR k' El4H SIDE BOLT ,O STS' BOL15, "YPI x I• AKAE I•x I•x4•A UjES EACH 5m 01H 2, 5/S• OIA -A-525 501,T5 - EOLT TO EzTRU5ION AND C PLATE eaOU. ~AIG EACI x)1R• TIRE COLIIEt J x.• EADH SCE BOLT TO Wiu CAP 2' x 1' ewa F L.T.. THB OVAIL FSRRORED A O1NER CCI T VIEW TAIL .55 N.T.S. MF POST AIYAf J• x 7 x VA- nOx FRA."E 216' VI• W rE L MID BAR Slm- AW- ES UVt X FIO X )Ik• ARG E I- x x 3 PLAN SECTION A55 x477T - Ntr L I~V)•x }7I•x v.• wT x H~• x u.• G4v%•I1t}F.D uP. vEPIC4 OGLE 111 111111 ~F77~x FI(!•x vE RO R CONIKl i Gp10.x7 NLL• LF7YTo rJllb' J CxIBCmep 10 ,ERIC4 OGLE 80x FR.RNE tExTErBDN KIT SIKIIFI FCR GIIRTTI I NOTE ROLLER CARACI PFn'6 l Y x 5• z N' ~"lS I.V)• z It T o @ ai ;1 9 FR TOP A-D BD L F Eo t rnPICALI OF, MT A -E O A PLAN SECTION w xAL77}.Ip• a~Ew 24 wo~Rs ORIVE-TwRU ~wARNiAC7 tl•7' TYEH I. uPIRS, TN x T)W AID E%nxE-na PlwNACT,,N x nrR TYPE-A ❑ NQvltYJ cAraEm UfPT. m 2-111 0 rh" DRIVE-THRUPwARMACY EW' -gl P14R1ACi•IeL,ENCA CpDEN!®COpT. 113•GWT4LETTER TYPE-B® Tel( If AID qY OVIRALL COPY IISGM m w A==i= O O J OPEN 24 HOURS PHARMACY EO 5•P ED OPEN )A HQI NL x 1•)4 A -AC" 1. . 5'.. NEVEiKA 1037 COPY. RY SOUL-- m O 0I~ *w F9 -VE CAA ~G01•t. It, o'V A cwT LENnru TYPE-D ❑ /'15 PRIMARY PANEL TYPE! NOT. SELECT PER PRUECT 1 IC21 in MA I TYPE -1 TYPE -3 ❑ 6• HELVETICA BOLD LETTER5 6• HELVETICA SOLD LETTER5 TYPE -2 ❑ TYPE -4 6• HELVETICA BOLD LETTERS 5 77. 1ELVETICA CONDENSED LETTERS READERBGW~ PANEL W ATTT7ACTId1 NSERT TYPES NM SELECT PM li PRAECT REOISRB'E3ET COLORBT 5TRCTWE CABA4MAFETAFERS PFFI DARK BRDN2 Cou""S DARK BRONZE FACES PR1flARY PAAEL - PANARDf SKI! FACE 4TH 18251 CARDINAL RED- 8ACKGR0I D'8236 ".w MDRIAR-POTLE 4A11E STARS AND COPY. REID[RWARD PANEL RAPT A HAb "6764E1E EPACTNEE5ISTANf DE ACRYLIC 4TH fA LNl5 FOR D' STANDARD BLACK TIPGNPoGE COPT. TP-A"bL.GBR few ATIRACTCH 6TRP Ae6f1 RRH CLEAR CAPTT4 RM~AWY I. NMfpl GENERAL NOTES- tTE READFlID0ARD PYLON SIGN MBi BE HST- b JILL, 'gcg2j*w&=' TW F%T PRFORRY L. RE CA TRCTICN 51-14xux TRWET ti CABTRCTION OF DRI* STORE TIE FC4DATIDN MH 5TUDSED•N ELECTRCAL EEL F`AANADDlluxApTFDDN~ AND ~EIECTRCI ApRPIpOaSER SEYLY BY m FEIAILED BY TK LYDLORD5 CONTRACTOR AT riE p Nl At1 OTI[RK M E14 tO Ra3}41,AIFON j~ f,L9~AEIER TIE ExELIRCR of SYAFI CWTRACTOR GRFRB LfAft ne PYLAN 67TH- W ELECTRIFIED b SOON AS o V rhTN StG~ P055ELE AFTER N5IALLATIO i fAEDATEN AFD ELECiRC4 POFER BPPI BY FLLLGI EEMB ALL OTWM LOW BT RALEORMIS ENOP DRA41G5 w3N CONTRACTOR 57AN CONIR.1C10R SN41 S.1BMI R1 R SKIP ORAATI(A IO Y4GREFJB FOR APPROVAL Tiofg% PRfOT-bGABIRCTRM FNDATWI[ATRACiOR.PPoOR TO bBTALLM ORppARaN I eVe- PERYT REYAxREHEF" -M FWgI@NS LAG SCE A 041101DUCN 5N410E PYWLEL To SxN CONTRKIAE STR@T. (N CA5C A CORNER LOCATION LAN! 1 OBTAIN D0.r CAGE PRAM WLGRmA 77N CONTRACTOR. 6DE A KJDATION J K PARALLEL TO FIICN IT%BFOR II(f VARATgN TO ABOVE ~L NIE C1Fd110N SwLL GOrERI PYCPEft ALL REOLAFEO PEFb4TS YuLI OF CBIYED 15T ORBRAiDN M APPROVED BT FLAL.GRHNS 1 -4(AHNS SPIN CONiPILTm STRUCTURAL GENERAL NOTES U ALL AL4'nNJM 5LARFACE5 IN CONTACT WITH 5TEEL SHALL RECEIVE ONE COAT OF BITUMA57tC PAINT. 7.1 ALL 5TRJCTURAL 5TEEL 5HALL BE 45TPI A-36 3.3 ALL 5TRUCTURAL STEEL 514ALL COMPLY WITH THE A15C MANUAL, LATE51 EDITION, A-) ALL 5TEEL SHALL RECEIVE ONE 5HOP COAT OF R115T INHIBITIVE PAINT. 5/ TOTAL 516N WEIGHT - 7300 LB. (INCLUDIIY ALL 5TRIUCTURAL SUPPORT MEMBERS). 61 OENGN WIND PRESSURE . 30 LB./50. FT, L MINIM m CONCRETE 57REWGTH TO BE 3" F1,51. 6.) REINFORCEMENT 5TEEL TO BE A5TM A-615 GR 60. 9.1 ALLOWABLE 501L F'RE551ARE 7500 P,5.F. 10.1 SIGN AND FOUNDATION FU5T CONFORM TO LOCK BUILDING CODE5. WIND. AND SOIL REOUIREMENT5. burkettdesign, inc. E E T T V T Afcmedue imam Desw Mwmv 950 17th Street Sutte 900 Denver, Colorado 80202 303 595 4500 303 595 4505 Fax Mz LL 00 ~0 >0 W > 0 it I W v3 ISSUE DATE REVIEW SUBMITTAL 100% PPoC4G 6/16/98 6/73198 PERMIT/C"n;kETDN 9/8/98 CONTENTS 5*AAGE DETAILS STORE AW366 JOB NO. SW13DO1 THESE DRAVANOS HAVE BEEN REVIEWED AND ARE APPROVED (SIGNATURE) (PRIM NAME) TmLE) 4 e 0 T T ♦ V IF A9.5 a ELEVATION 510N LIGHTING A9J xAlE ll.•~IW 5 ELEVATION A95 xa.E ux-. rv I INDIVIDUAL LETTER SIGNS I IuNDOW SIGN WStALLAHON OETAJL6 4 CLEARANCE S15K I RED '2193 PLEXIGLAS FACE HELvETiCA MEDIUM CHANNEL LETTERS. PRE-FIN15HED METAL, DARK BRONZE ALUMINUM FILLER. BACKS OF LETTERS .125 ALUMINUM PLATE. FOR ELECTRICAL DATA 4 DETAIL SEE SPECIFICATION. PROVIDE (1) 15 AMP CIRCUIT ON TIMER FOR EACH SIGN. f 1 --r- PHAMACY PHARMACY 0 97 SF o e LDQUOR IBZOPEN 24 HOURS 4 SF O 17 O 71 5 SF . . I 8 1UALGREEN5" PYLON 5IGN 10• ~Vf TIAI lI~MIUdO/ SEE _I_ A.. PRIMARY PANEL SIZE: 410' X 144• OF' O 54• % Ib'8' 17.6 9F 14. - gz'd-HR PHOTO 0 H26 10~ ar O GELECTRIC POWER 51UPPLY CABLE 10 RUN CONCEALED BEHIND OR WITHIN WINDOW MULUON3 WHERE 1`055181-E L2 0 5TAINLE55 5TEEL 535PEN51ON w CABLE TO CEILING 57RUCTURE AS UN05TRU51VELI A5 P0551BLE. O ILLUMINATED 5IGN 5 WINDOW ELEVATION _ V O TRANSPARENT STAND-OFF BUM NOT TO x-E WITH RUBBER TIP 45 REQUIRED. O WINDOW GLA55 5UR'FACE. 11.3 SF x 11 ExtERaR / wT[raoR © WALL CON5TRUC110N. WINDOW SECTION _ NOT TO SCALE 21 sF .J- Il'-0' APPROXIMATE LENGTH OF INTERIOR WALL EO B''-9' I EO T OMM TIM MU MAACP~ ,4 DRIVE E THRU PHARMACY~~ • N 1 1 ~ Do L~ 9 3e15F 630- 5F 7 ' EXTERIOR SIGN DETAILS i 15 16 yIlGI 31'-10 112• 7610 IR• 70'-0 34' LENGTH LENGTH LENGTH ExTERIOR SCRIPT 5I614 KEYED NOTES 51GN SUPPORTS - GENERAL CONTRACTOR O CLEAR RED NEON TUBE ON 0 5HALL FURNASH 4 INSTALL 5UPPORT5 WERE RED SIGNS STUD TYPE FRAMING OCCUR5. BACK SIDE OF WALL SHALL REMAIN OPEN UNTIL ALL O .175 ALUM. BACK. ELECTRICAL T SIGN WORK 15 COMPLETED. REF SIGN SPECS ON TH15 SHEET. O 1 112' DIAMETER x 1/2' THICK O CONDUIT N HOUSING THRU WALL - SIGN 2 PLA5TIC WALL SIGN SPACER. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLATION THRU WALL (TO HOLD EDGES OF SIGN IR' CLEAR OF WALL SURFACE) REF: SPECS ON TH15 SHEET. BOLT ENCASED IN 3!4• DIAMETER iTN7J O1RAN5FORMER5 IN LETTERS g - PVC COMPRE55I01,1 SLEEVE TO PR07ECT WEERE SPECIFIED. WALL FINISH FROM OVER-TIGHTENING. , TRANSFORMERS - REMOTE ID WHERE SPECIFIED. 4 063 ALUM. FILLER - DARK BRONZE FLUROPAN EXTERIOR OF LETTER. AND FWROPAN WHITE II GLASS TUBE 5UPPORT5. INTERIOR 03/16' PLEXIGLA5, 12 '4 555 MACHINE SCREWS b' ON CENTER. NOTE 5EALANT5 FOR OPENINGS ARE TO BE COMPATIBLE NOTE PROVIDE CONDENSATION DRIP DRAINS AT WITH THE MATERIALS THEY CONTACT. CONSULT BOTTOM OF ALL LETTERS. FINISH MANUFACTURER FOR RECOMMENDED SEALANTS, TYPICAL SECTION TWROLbGN SIGN AREA COMPUTATIONS FOR SCRIPT 5161,15 SIGN LENGTH BOUNDARY 3r•IO IR• F,~'fJN IIl.1 LLL::7~111`bS~Il,YL-.'-SL S.F. SIGN 5PECIFICATION5 1. GENERAL CONTRACTOR: 3. SIGN CONTRACTOR: A THIS CONTRACTOR SHALL COORDINATE ALL WORK NOTIFY A. FOLLOW DRAWINGS 4 SPECIFICATIONS OF 516"5 ELECTRICAL CONTRACTOR 4 5IGN CONTRACTOR AS AND USE TEMPLATES OF APPROVED DIMENSION5; 50ON AS P0551BLE AFTER THE SIGN WALL OR STRUCTURE 15 IN PLACE GENERAL CONTRACTOR CONTOURS, SHAPES AND WITH ELECTRICAL COMPONENTS 4 CAPACITIES AS SPECIFIED. SHALL NOT CL05E UP THE BACK SIDE OF WALL UNTIL ELECTRICAL CONTRACTOR 4 SIGN B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF CONTRACTOR HAVE COMPLETED THEIR WORK. 5WOF- DRAWINGS TO WALGREEN FACILITIES PLANNING DEPARTMENT FOR REVIEW AND B. ONICEALED SIGN 9UPPORIS (~yE~NNEERAL [[ONTRACtOR L PROVIDE CONCEALED LCFf11N10U5 yN4( APPROVAL PRIOR TO FABRICATION. 7 I N IN • WOLMANIZED STRUCTURAL GRADE WOOD SIGN SUPPORTS S G C. SIGN CONTRACTOR SHALL CON5TRUC COMPLIANCE WITH ALL APPLICABLE CODES AND WHERE STUD OR RAFTER TYPE FRAMING O:CUR5 ORDINANCES. AND ACCORDING TO UNDERWRITERS L WHERE 5CRIPT 5101,15 ARE 5HOWN. PROVIDE 2 CONCEALED LABORATORIES SPECS ANp TO BEAR U.L. LABEL5. 5IGN CONTRACTOR SHALL OBTAIN ALL 2 X 6 MEMBERS AT TOP AND BOTTOM OF SCRIPT FOR ALL SIGN5 UP TO 7112•. SCRIPT SIGNS OVER 2PA STATE AND MUNICIPAL PERMITS NECESSARY 70 PROVIDE 2 CONCEALED 2 X D MEMBERS AT TOP 4 BOTTOM. INSTALL SIGHTS). 2. WERE BOX SIGNS ARE SHOWN. PROVIDE 2 CONCEALED 4, 5IGN IN57ALLATION AT BUILDING FACE 2 X 6 hEM5ER5 AT TOP AND BOT7OM OF NGN5. WORK BY 5IGN CONTRACTOR: 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED 2 X 6 A. SIGN CONTRACTOR SHALL E5TABL15H CENTER LINE OF 5IGN WALL MEASURE LOCATION OF EACH ELECTRIC - MEMBERS TO' AND BOTTOM OF SIGNS, LEAD FROM THE CENTER OUTWARD. PROVIDE 1/2• GALVANIZED CONDUIT AND HOUSING THROUGH 1 I14• 2. ELECTRICAL CONTRACTOR: GROUND HOLES LET THREADED CONDUIT PROJECT THROUGH WALL /1'. TH15 CONTRACTOR SHALL PROVIDE ONE MAIN ELECTRIC SERVICE PANEL AND FEEDS TO THE BACK SIDE OF SIGN ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUUT; WALL B. SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT . FEED AND JUNCTION BOXES ALONG BACK SIDE OF SIGN PROVIDE JUNCTION BOXES FOR EACH LOCATION WALL EXTERIOR OF SIGN FOR EACH CIRCUIT S 5WITC WITH StATE AND LOCAL CODES. . EACH COMPLY WI . APPROXIMATELY U44ERE 5IGN CONTRACTOR WILL CELL ALL ACTIVATED BY APPROVED ERIDE SWITCH PROVIDE CONDUIT WM51NG THROUGH WALL. . AND TIME SWITCH WITH MANUAL OV PROVIDE ELECTRIC SERVICE CAPACITIE5 AND CIRCUT5 A5 SHOWN ON ELECTRICAL DRAWINIG5. RED SCRIPT 5I6N DATA I] RED P.ExIGLA5 '2193 FACE 5GN R TRANS. TDP W Aft L RED NEP IL R C cs 09T So ft. un rnavr• r .u• uo.T m 2:::__._ _ L1 ___T W VIED W57ALL ENTRY WAY WALL -E TOWER tK)RtAR 1 36 'DLUE' °IRFACE L FILM WITH OUTLNE BLE TARS TO REMAIN WHITE WITH OUTL HE WHIE TECH OUTSIDE STARS TO BE rO 3630-53 RED' SUWACE APPLIED VINYL FILM WITH OUTLINE RED NEON WALGHEEN5' Y J SCRIPT COPT TO BE 363653 'FED' SURFACE ,I ' THE PWA VINYL FILM WITH OUTLINE RED NEON J AMERICA TfQUSTS. TO BE ru ' - - FILM ILM WITH BLUE' EON. TRANSFORMERS TO BE MOUNTED BEHIND WALL W)ITW Z O Q REMOTE D TRANS ORMER WA HOU IU r LE55E TRANSFORMER SING. P PROVIDE COLD UEAT1ER BALLAST IN NORTHERN L 0, BE A710.5. ALL PER SKETCH 70 BE APPROVE O Yl }'1 ~y{ l~ BEFORE CON5TRUCTIOt1 BACKGROUND WALL AND AI.UMINBT PLATES TO w' BE PAINTED pECOR4TOR WHITE'. WINDOW MULLIONS SHOWN FOR CLARITY w n z Tl:. 4u4ry A« IoW TNw. v LINE OF WALL BEHIND MIWERE „ n -IR. SIGN 15 ATTACHED =F<)RR AT LNDOW OPENING RWALL OBOX. AT ENTRANCE 14_ WALL OPENINGS LAYOUT 496 SCALE 114tl'-O• I WORK RESPONSIBILITY I ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AND INSTALLED BY WALGREEN5 5I6N CONTRACTOR. ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS AND ELECTRICAL POWER SUPPLY SHALL BE PER SIGN SPECS - THIS SHEET. ALL FINAL CONNECTIONS MADE BY SIGN CONTRACTOR. @OWQa C~ ~©©~g as - qq *4 a VTbe Q Prnh ~~.O~ iiYm nwtw *mft-am U13133A!U'i3AA33 - j ' NO mom CEILING HEIGHT WILL VARY HIGHER THAN WINDOW OPB 1 CONSTRUCTION 5IGN ' \ Au / SCALE N.T.5. GENERAL CONTRACTOR TO FURNISH AND INSTALL `WALGREEN5 COMING SOON' SIGN (SIGN TO BE PURCHASED FROM 5IGN-A-RAMA - APPROXIMATE COST: 1325). TELEPHONE: (841) 215-1535. DESCRIPTION: 8W x 41-1 x~'D OMEGA BOARD (MARINE PLYWOOD) WITH LAMINATED FACE, BACK G)OATING AND CAPPED EDGES FOR WATER- TIGHTNESS. SIGN PANEL TO BE MOUNTED TO A FIELD CONSTRUCTED SUPPORT FRAME. LOCATION - GENERAL VICINITY OF PYLON 5IGN PERPENDICULAR TO MAJOR TRAFFIC STREET. T.O. LINE OF - CANOPY 010' --0- CLEAR z ~W 12 :a ~a a o SIGN DATA: SIGN PANEL FROM .063" THICK ALUMINUM WITH HEMMED EDGES. FACE TO BE YELLOW WITH 4- HIGH BLACK HELVETICA MEDIUM CAPITAL LETTER COPY. BACKGROUND SURFACE COATING TO BE 3M '$GOTCHLITE- REFLECTIVE FILM; YELLOW -580-11. 5U5PEND SIGN ON ONE LINK OF CHAIN FROM CANOPY CEILING. burkendesign, inc. Ammeattre Merar Design Plarcfig 950 17th Street Suite 900 Denver, Colorado 80202 303 595 4500 303 595 4505 Fax I F- M 0o U N Q>W 7 0 I"' I v3 ISSUE DATE REVIEW SUBMITTAL 6116/96 100E F1tKNG 3198 FERMIT/CON51RIkrt10N 9/6198 I CONTENTS 51GNAGE DETAILS STORE 0-4366 JOB NO. 98013001 THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED (SIGNATURE) (PRINT NAME) A13.6 Y B i <';; WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence„ P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 October 30, 1998 To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 ~ Subject: Plan Review for Iftly0oft4oR~< * Dear Darin, After a review of the proposed plans for Walgreens, 44 & Wadsworth, I am submitting the following comments/requirements concerning this project. 1. The building will be required to have a Knox Box installed. Contact Fire Marshal Office for application to Knox Company. 2. Complete Fire Sprinkler plans must be submitted and approved prior to installation. Sprinkler system must be tied into Fire Alazm System. 3. Provide complete plans for Fire Alazm system, including cut sheets for a11 devices used. Fire Alarm System is required to be ADDRESSABLE. All HVAC and RTU units must be tied into fire alarm system. System must be in compliance with NFPA 72 including plans. 4. Adequate emergency lighting must be provided through out entire store including stockrooms and offices. 5. Issues and or items not addressed at this time will be addressed as the need arises. Should the developer/builder have any questions or concerns, please contact the Fire Marshal Office at 303-424-7323 to set an appointment as necessary. ~fully, Dave RobertS F.M., W.R.F.P.D. cc: file G~ , 5L.u -~e `6~ ~-~x ~ ..i Buildihg~ Permit CTTY OF WHEAT RIDGE 7500 West 291'FI Avenue Wheetridge, CO 80033 303-235-2655 Perntit Number 19099 8/15/2005 Inspection Line 303-234r5933 cw~~ Commercial Electric PROPERTY 4401 wadsworth blvd Unit: o"ER: Walgreens (303) 463-7729 Descriptbn Add 1 100 amp 1 power to new beverage center and insta hot water 00"I /6 4432 9 rutrictbw hntlthv[I. Units: . Occupancy: Walls: Roof: Stories: Sq Fcet: mont, and tlo oot vioinh hppYeabk oNiomca, red" or rtgulmos' otGe Cily ot eob ehawq and alkgitbru mnde are msunh; thN I Y. wd and ftrte ro lbWe by 'Pllnbb rompWUtt with 0e Wheot RidBa Buildlnt Code (U.&CJ "A ad other us 6 '11e iawuvn ota permit or qWpppmval of dreyinV jPd specitica[lone nball oot he cooAmeG to be v permtl foq nor m appmvtl of, aqv vlolutlw of LLe 1 Ttlt perNt vu iuoed ie a¢ordanee wIN Ne prov4bm rtt fonh iv your appllaetbo and b eobject m N<6wl of the Sbh otCobMO m! ro the Zodvp Rqulatlom and Hu11dies, CoCe of Whut Rid{q Cobndo or aey oNer applie.ble ordlomea of Ne Clly. i ]T4penoiteWlleaplreR(A)NewoekauthorYedi+no[commenredMfWnWty(60)tlaptrnm6weC~teor(B)thebuadlePufloorLLMbmqubMOr ,n,~ww.a rour . picoa oruo a.y.. 3 IftAie permit eaplrei, a Mw permit may be ocqvlretl for . Re of on,Lalf the omoant normu%rtqelred, proNtlW eo .hanga 4ove b. or w196e mde b A. otlelnd phas md spaNkatbes me my ewpenYOn or abmtloomeot luv oot enaded one (1) yur. if cWOga an mde or iOmpeotbo or abm0ovmwt eacesds o~e (1) Y., fud] Ra ehdl be PaId far . new Permlt. d No wwt oftey museeur sU0 be dooe NNt w111 chmee t6e namrW Ibw of woter caueloL . anloqe proEkm. 5 Coetsvcfor Wdd notHy Ne BuOdinL InuPenor twmty-t ur (24) houn lo advm<e tor a impectlov and diali rettive wNneo apprvvel on iwpectlan eard before prnceetlivg wIN eutteWVe phuee ofthe job. - Ch1ePBW Llose p~^r SIGNmDAiE Monday, August 15~ 5 Page 1 af I COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of w"EqrR BUILDING INSPECTION LINE - 303-234-5933 Date: ~ a CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) C~CORPO~ APPLICAT.IQN Proper[y Owner: lU ji)- ~ r< c L~ 5 Proper[y Address: Phone(3) C/.( 3-~~a~ ~ Contractor License No.: Company: )POl Phonetl-) ` 7 /;~.:2 S Zl ( OWNERICONTRACTOR SIGNATURE OF UNDERSTANOING AND AGREEMENT Buildinp Dept. Valuation Figure: $ 0 v I hereby certify that the setback distances proposed by this permil application are accurate, and do not violate applicable ordinances, rules or regulations ot the City ot Value:$ Wheat Ridge or covenants, easemenls or restridions of rewrd; ihat all measurements shown, and allegations made are accurete; thal I have read and agree to abide by all PCLrillt FCO:$ conditions printed on lhis application and that I assume full responsibility for Plan ReV18W FOe:$ compliance with the Wheat Ridge Building C e ) and all er applicable Wheat Ridge Ordinances, tor work undn~r~per it.~s subject~eld inspection. LJSe 'I'a7c: (0 W NER)(CONTRACTOR)'. (OWNER)(CONTRACTOR):PRINTED DATE TOtal:$ Use of Space (description): Description of work: /1-4 4 cl ) 100 lo -(~4 j e (f Pz q H..1 Fti sl-!;L- tf-0 Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: COMMENTS: Approval: Zoning: COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walis: 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 sixry (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) It this permit ezpires, a new permit may be acquired for a tee 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 permd. (4) No work of any manner shall be done that will change the natural flow ot water causing a drainage problem. (5) Contraclor shall notify lhe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wririen approval on inspecfion 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 theylavisiorisOthe building codes or any other oMinance, law, mle or regulation. All plan review i; su4je'ff'fo field insp ct 6n... . ~"Chief B m Offiaq1