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HomeMy WebLinkAbout3432 Clear Creek DriveW NTY NO.: 1543817 BUILDING OWNER: KUM & GO NAME OF BUILDING: KUM & GO # 2310 G4RL/5LE 3', 3� Z- C / Com', , - 4� , -2�v,>- r rr C C1 y BUIPING ADDRESS: 3432 CLEAR CREEK DR WHEATRIDGE, CO DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM: 1/28/2021 DATE OF ISSUE: 1/28/2021 Carl.sle Roofing Systems, Inc., (Carlisle) warrants to the Building Owner (Owner) of the above described building, that; subject to th terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Roofing System (Carlisle Total Roofing System) installed by a Carlisle Authorized Roofing Applicator for a period of 20 years, commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation. However, in no event shall Carlisle's obliations extend beyond 20.5 years, subsequent to the date of substantial completion of the Carlisle Total Roofing System. See elow for exact date of warranty expiration. The arlisle Total Roofing System is defined as the following Carlisle brand materials: Membrane, Flashings, Adhesives and Sealants, Insulation, Cover Boards, Fasteners, Fastener Plates, Fastening Bars, Insulation Adhesives and any other Carlisle bran I products utilized in this installation. TERMS, CONDITIONS, LIMITATIONS 1. O ner shall provide Carlisle with written notice via letter, fax or email within thirty (30) days of any leak in the Carlisle Total Roofing System. Owner should send written notice of a leak to Carlisle's Warranty Services Department at the address set fortt at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to investigate the cause of the leak. Should the investigation reveal the cause of the leak to be outside the scope of this Warranty, investigation and epair costs for this service shall be paid by the Owner. 2. If upon inspection, Carlisle determines that the leak is caused by a defect in the Carlisle Total Roofing System's materials, or worlmanship of the Carlisle Authorized Roofing Applicator in installing the same, Owner's remedies and Carlisle's liability shall be limited to Carlisle's repair of the leak. Carlisle shall have sole responsibility in determining the method of repair of the warranty shall not be applicable if, upon Carlisle's inspection, Carlisle determines that any of the following has (a) he Carlisle Total Roofing System is damaged by: natural disasters, lightning, fire, insects, animals, windblown debris or objects, earthquakes, tornados, hail, hurricanes, and winds of (3 second) peak gust speeds of 55 mph or higher measured at 10 meters above ground; or (b) L oss of integrity of the building envelope and/or structure, including, but not limited to, partial or complete loss of roof dec 'ng, wall siding, windows, roof top units, doors or other envelope components; or (c) A.11 associated building components, including but not limited to the deck substrate, joists, columns and foundation, must also meet wind speed design requirements. (d) The Carlisle Total Roofing System is damaged by any acts, accidents, misuse, abuse, vandalism, civil disobedience or the like; or (e) 11 eterioration or failure of building components, including, but not limited to, the roof substrate, walls, mortar, HVAC units, non arlisle brand metal work, etc., occurs and causes a leak, or otherwise damages the Carlisle Total Roofing System; or (f)eterioration of metal materials and accessories caused by marine salt water, atmosphere, or by regular spray of either salt or fres water; or F0001 0- 04/19 800-233-0551 1 P.O. Box 7000 's Carlisle, PA 17013 1 Fax: 717-245-7121 1 www.carlistesyntee.com 1 of4 (g) Ids, oils, harmful chemicals and the like come in contact with the Carlisle Total Roofing System and cause a leak, or othe ise damage the Carlisle Total Roofing System; or (h) The Carlisle Total Roofing System encounters leaks or is otherwise damaged by condensation resulting from any condition within the building that may generate moisture; or (i) TI ie Carlisle Authorized Applicator or any additional contractor or subcontractor failed to follow Carlisle's published specifications and details for the approved system assembly or failure to correct all installation deficiencies listed in any Carlisle inspc ction report. 4. T1 is Warranty shall be null and void if any of the following shall occur: (a) If, after installation of the Carlisle Total Roofing System by a Carlisle Authorized Roofing Applicator, there are any alterations or repairs made on or through the roof or objects such as, but not limited to, structures, fixtures, solar arrays, wind turbifies, roof gardens or utilities are placed upon or attached to the roof without first obtaining written authorization from Carli le: or (b) F ilure by the Owner to use reasonable care in maintaining the roof, said maintenance to include, but not be limited to, those itemi listed on Carlisle's Care & Maintenance Guide which accompanies this Warranty. 5. In addition, it shall be Owner's sole responsibility to remove and re -install at Owner's expense, all obstructions, including, but not limited to, structures, fixtures, solar arrays, wind turbines, roof gardens, utilities or other overburden from the affected area as determined by Carlisle that would hinder or impede repairs being made in the most expedient and least expensive main ter possible. Owner shall be responsible for all costs associated with any loss of power generation in the event that removal of a §olar array is required to repair the roofing system. such the term of this Warranty, Carlisle shall have free access to the roof during regular business hours. 1e shall have no obligation under this Warranty while any bills for installation, supplies, service, and/or warranty have not been paid in full to the Carlisle Authorized Roofing Applicator, Carlisle, or material suppliers. s failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of shall not be responsible for the cleanliness or discoloration of the Carlisle Total Roofing System caused by ntal conditions including, but not limited to, dirt, pollutants or biological agents. 10. C arlisle shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to, consequential or incidental damages relating, directly or indirectly, to the presence of any irritants, contaminants, vapo s, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in the building or in the air, land, or water serving the 11. his warranty shall be transferable upon a change in ownership of the building when the Owner has completed certain proc dures, including a transfer fee and an inspection of the Roofing System by a Carlisle representative. 12. ny dispute, controversy or claim between the Owner and Carlisle concerning this Limited Warranty shall be settled by mediation. In the event that the Owner and Carlisle do not resolve the dispute, controversy or claim in mediation, the Owner and Carlisle agree that any and all suits, proceedings, or claims shall be filed in either the state courts of Cumberland County, Pennsylvania or in the United States District Court for the Middle District of Pennsylvania. Each party irrevocably consents to the jurisdiction and venue of the above -identified courts. F0001 RJv04/19 800-233-0551 1 P.O. Box 7000 1 Carlisle, PA 17013 1 Fax: 717-245-7121 1 www.carlislesyntec.com 2 of 4 13 )of System Design Assembly: Carlisle, as manufacturer of commercial roofing products with the sole purpose of offering cts for an Owner, design professional, architect, consultant, or engineer when designing/choosing a roof system assembly, es no liability nor implies to the suitability of the products for any particular assembly or specific building operation or ire. The Owner, design professional, architect, consultant, or engineer is solely responsible for the assembly chosen for a alar building structure to include the responsibility to properly calculate wind uplift values, design dead loads and live and suitability and condition of building envelope substrate, decking, parapets, drainage, slope, and other attributes ring to the performance of the roof system assembly. 14. ' he Carlisle Authorized Applicator or any additional contractor or subcontractor are not agents of Carlisle. DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT DISHED AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE ALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT 141SHED BY CARLISLE OR THE PRIOR EXISTING ROOFING MATERIAL OVER WHICH THE CARLISLE SYSTEM HAS BEEN INSTALLED. STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE iL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND :�HANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF 'ITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. Mark J. Long IHORIZED SIGNATURE . E: Director, Technical and Warranty Services Warranty Expires: 1/27/2041 F0001 Rl v 04/19 800-233-0551 1 P.O. Box 7000 1 Carlisle, PA. 17013 1 Fax: 717-245-7121 1 www.carlislesyntec.com 3 of 4 In Carlisle Care and Maintenance Guide r to ensure the long-term performance of your Roofing System and continued warranty service and coverage, regular maintenance inspections are necessary. While normal aging will occur on all roofs, if not detected early, problems ng from abuse, contamination, accidents and severe weather can result in extensive and costly repairs or premature failu�e of the roofing system. Single -ply Roofing Systems are typically low -slope and easy to inspect, but caution must be taken to en ure safety. Carlisle disclaims and assumes no liability for any rooftop activity. -0 er must retain records related to the Roofing System. Such records include, but are not limited to: the warranty document and serial number, maintenance inspection logs, rooftop traffic logs, service logs, and invoices for work performed on the roofing system. - Inspect the roof at least every six months (preferably spring and fall) and immediately following any weather event that incl es excessive rainfall, high winds and/or hail warnings. Increased number of rooftop maintenance inspections may be required on some roofs as the location may dictate, such as higher trees near the building which will accumulate leaves and debris on the roof and have adverse effects on drainage. In addition, rooftop maintenance inspections should occur after regular maintenance of any rooftop unit. Whe inspecting the Roofing System, pay special attention to the following: - Walls/Parapets/Roof Edge — Wind damage often begins at the perimeter of the roof. Ensure all membrane terminations and edge metal and copings are secure. - Roof Deck Membrane — Inspect the field of the roof, scanning for damage caused by wind-blown debris or traffic. - Pell etrations/Rooftop Units — Inspect the membrane, flashings and terminations around penetrations and roof top units for possible damage from service work. Ensure the units and terminations are secure. - Remove debris (leaves, dirt, trash, etc.) — Good roofing practice dictates that water should drain from the roof and that ponded water should evaporate within 48 to 72 hours after a rainfall. Debris can inhibit drainage. Additional Maintenance Items: - Foot Traffic — Walkways must be provided if regular traffic is required or if rooftop equipment has a regular thirty (30) day or less maintenance schedule. - Petroleum Products & Chemicals - Keep all liquids containing petroleum products or chemicals off the membrane to avoid product degradation. - Animal FatsNegetable Oils: EPDM Membranes - Do not exhaust animal fats/vegetable oils directly onto EPDM roof surfaces. TPO & PVC Membranes — Animal fats/vegetable oils must be regularly removed and the rooftop surface cleaned with a mixture of soap and water. to do if a leak occurs: - Aft r verifying the leak is through the roofing system, contact Carlisle at 1-800-233-0551 or at www.carlislesyntee.com. - If ndnor, emergency temporary repairs are made to a suspected leak area, use Carlisle's Lap Sealant or a good -grade rubber caulk to address the repair area (do not use asphaltic roof cement). Please note, Carlisle is not responsible for the cost associated with any emergency temporary repairs. Alte ations to the Roofing System: - Alterations to the Roofing System must be completed by a Carlisle Authorized Applicator. The Carlisle Authorized Appl cator must notify Carlisle when the revision work is complete. The necessary form can be found on the Carlisle website via tl e Authorized Applicators login. Wa my Transfer: - Wa anties shall be transferable upon a change in ownership of the building when the Owner has completed certain procedures. This form can be found on the Carlisle website for additional guidelines. F0001 Rkv 04/19 800-233-0551 1 P.O. Box 7000 1 Carlisle, PA 17013 1 Fax: 717-245-7121 1 www.carlislesynteo.com 4 of4 Fet ar, BLACK CANYON ten Peck ding Inspector ofWheat Ridge Community Development For the Project: Kum & Go #2310 Proiect location* 3432 Clear Cree letter bwritten notice from Black Canyon Construction that we, aathe general contractor for the project listed me,shall honor all provisions ofthe forthcoming roof warranty. The project owner, Kum & Go, is aware that this ' warranty has not yet been provided and accepts that Black Canyon Construction will honor all provisions of the �comingwarranty when it is provided, President Black Canyon Construction (830)331-7440 139 Oak Acres Lane, Boerne, TX 78006 Fax (830)331-7443 I * # . I LTAIOETBIVL*Jre�*Z # Q4 i . o Whom It May Concern, is understood that Kum & Go has not yet received the TPO roofing membrane warranty and ,cepts the work provided that said warranty is provided as soon as reasonably possible. lack Canyon Construction, the general contractor, will also provide a letter indicating they will ,and behind the work until the warranty is received. lease reach out to me directly if there are any additional questions or if more information is .quired regarding this matter by email at breft.stuppa-kumandgo.com or at 515.520.2476 nobile). look forward to opening up our newest location in Wheat Ridge, CO at •. MST• ursday February 18, 2021. 3W stupp & Go Construction Project Manager — West Region i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: rr Permit Number: Z % z r j ell ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes " No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 1*1 ! i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1 Job Address: 3 4-'/2 21 e',�' Cr 44— Permit Number: ZiO -27C Oe-) 4:i '3 y ❑ No one available for inspection: Time ANk!PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 3432 Clear Creek Drive 202000694 Kum & Go, L.C. Attn: Brett Stupp 1459 Grand Ave Des Moines, Iowa 50309 Re: Kum & Go #2310 Final Inspection Report 3432 Clear Creek Drive, Wheat Ridge, Colorado Olsson Project No. 020-1916 Permit No. 202000694 Dear Mr. Stupp: olsson 8 January 13, 2021 In accordance with your request, Olsson has provided special inspections and construction materials testing services for the above referenced project. Our services were performed on a part- to full-time basis as requested by Black Canyon Construction between July 6, 2020 and September 29, 2020. The following special inspection items were observed as of the above date: ® Steel Construction (IBC 1705.2) ❑ Driven Deep Foundations (IBC 1705.7) ® Concrete Construction (IBC 1705.3) ❑ CIP Deep Foundations (IBC 1705.8) ❑ Masonry Construction (IBC 1705.4) ❑ Helical Pile Foundations (IBC 1705.9) ❑ Wood Construction (IBC 1705.5) ❑ Fabricated Items (IBC 1705.10) ® Soils (IBC 1705.6) ❑ Wind Resistance (1705.11) Status of Compliance To the best of our belief and knowledge, the items observed and/or tested by our field personnel and explicitly identified above and reported in the previously submitted summary reports were in general compliance with the project specifications or recommendations of the design engineer. If you have any questions regarding this report, or if we may be of any further service, please contact us at 303.237.2072. Respectfully submitted, Olsson, Inc. Steven Goetz CMT Field Manager Braden Hirsch Jan 14 2021 12:01 PM Braden Hirsch, P.E. Team Leader Docu 5�9_ 3990 Fox Street / Denver, CO 80216 0 303.237.2072 / oisson.com s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 9 O F /3 F Job Address: " / 31 Z, Permit Number: 7,467ZO &70 c G% Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 3432 Clear Creek Drive 202000694 i PLAN REVIEW/OWNERSHIP CHANGE J E F F E R 0 �'it�l it I lt,lttt MCOCI TIAKI GCDnRT JEFFERSON COUNTY PUBLIC HEALTH b45 Parfet Street, Lakewood CO 80125 6ani CawMA1271.5760 Esaabllst+rr►ent ^,. ° City t 1 Ins cti D to / . /_ Trawl Time; Inr ectidn Tine; Z zip Opening Date Plan Review ownership Chang* a. Hanclunks; EouIPMHNT a. Food Preparation Sink AdequateS NO Meets Facility Needs YES NO N/A Convenientty Located ,: NO Indirectly Drained YES NO N/A Appropriatety Equipped NO b. Cold Holding Equipment b. Warewashing Facilities Meets Facility Needs YES NO N/A Meets Facility Nq a�S NO Functioning Properly YES NO N/A Type Manual Mechanical Other(Specify) Cooling Capacity YES NO N/A c. Service Sink c, Hot Holding Equipment Meets Facilities Needs L. YID NO Meets Facility Needs YES NO N/A d. Alt Fixtures Plumbed in Accord;ae"Ith law Functioning Properly YES NO N/A (—Ue NO d. Cooking Equipment Properly Ventilated YES NO N/A PHY&M FACAITIES a. Floors, Watts and Ceilings e. Ice Machine Properly Plumbed YES NO N/A Smooth, Durable, Non-Absortmot and Easily Cleanable NO f. Water Heater b. Restrooms Type; Standard Tankless Other(Specify) Adequate Number NO Meets Peak Demands of Facility Appropriately Supplied NO YES NO N/A Proper Ventilation NO REQUIRED DOCUMENTS a. Menu Provided YES NO c. Outer Openings Protected from Entry of Pes Consumer Advisory Meets Requirements YES NO N/A NO Dining Areas Separated fro�"�� en b. Certified Food Protection Manager Required YES NO CXHS-' NO d. Lighting Obtained YES NO Sufficient Intensity NO c. HACCP/Variance Required YES NO Property Shielded YE NO (This includes state wide variances such as sushi rice and fermentation) e. Number of Seats Indoor: Outdoor: d. Other Required Documents/Procedures Meet Requirements (e.g. Parasite Destruction Letters, Vomit and Diarrhea Clean Up, Etc,) YES NO COMMENTS: 06 i� roc W, f 1 ►fie c%� t C 1 fl o ('- +C4_ Cos This facility MEETS THE REQUIREMENTS of the Colorado Retail Food Rules and Regulations for the operation of a retail food establishment. Any changes to the menu, rocesses and/or h sical facili will void this a roval, s e o ng ocumen s an o es i w ._, OT triM no r pursuant to sections -4-1610 (1)(b) and 25-4-1601 (1) Colorado Revised Statutes. Failure to comply with this notice will subj" , to 'vii " alty, which will b e : by this department. The amount of the civil penalty is not less than two Change of OwnershipGuidance Document Retail Food License Application Plan Review A lication Site Evaluation Fee of: $ Retail Food License Fee of: �_ I Plan Review Fees of: S_ This facility i OT APPROVED to open or operate until all fees and applicable forms have been re ived and p ocessed. Inspected by:_, Phone*: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 4 Inspection Type: , Job Address: Permit Number: c_ 4 C: ❑ No one available for inspection: Time �.' AM/CF9 Re -Inspection required: Yes I No i When corrections are complete, schedule re -inspection online. Date: Inspector: ®O NOT REMOVE THIS NOTICE 3432 Clear Creek Drive 202001412 U United Test and Balance TjA\B 10440 Bradford Rd. Unit C Littleton, CO 80127 Preliminary: Testing, Adjusting, and Balancing Report Project Name: Kum&C Go: 2310 ReportRevision Information Addreas. 3432 Clear Creek Drive, Wheat Ridge, CO Elevation. 5,459 ft. Certified ReportDate. January 26, 2021 Contractor Information BalancingT echnician. Martin Boma, Ruben Romero, Brock Andersonjohn Wilcox Mechanical Contractor Mechanical Contractor Mechanical Engineer Architect Company Certification Information �® 8 a a SDVOSB m I11 �nsN/ aS CVES Sengber Fidelis Veteran Owned and Operated United Test and Balance T U jA\B 10440 Bradford Rd. Unit C Littleton, CO 80127 Warranty Information Dear Customer, As we try to build our customer base and ensure your complete satisfaction on every project United Test and Balance would like to extend a 180 Day warranty policy for every project The terms of the warranty are listed below: United Test and Balance does hereby w arrant the before said completed project for a period of 180 Days from the date of the issued Certified Test and Balance Report Thatsaid w ork shall remain free from all defects in workmanship and material, and that it shall comply with all the specific requirements of the Specifications and other Contract Documents governing the Testing, Adjusting, and Balancing. It is understood and agreed upon that in the event of defects and the necessity of making repairs, the Owner and/or Contractor w ill immediately notify United Test and Balance in writing of its conditions and shall give the contractor reasonable time, 30 days, in which to makes aid repairs. If any person, firm, or corporation other than United Test and Balance has, since the completion of the above work, performed or attempted to perform any repairs to the Mechanical Systems then this warranty will become null and void. This warranty does not cover any repairs made by anyone other than United Test and Balance or one of its authorized representatives. Thank you for the opportunity to work with you on this project and we look forw ard to w orkingw ith you in the future Sincerely, e_� acem(/ Jeremy Merrill Owner T.A.B.B. Certified Supervisor Sengber Fidelis Veteran Owned and Operated United Test and Balance T U /AX 10440 Rd. Unit C Littleton, C CO 80127 Abbreviation Index AC Air Conditioning Unit KW Kilowatt AHU Air Handling Unit LAT Leaving Air Temperature AMC orA Ampere LB Pound APD Air Pressure Drop LWT Leaving Water Temperature ATMOS Atmosphere MA Mixed Air BHP Brake Horsepower MAX Maximum BTU British Thermal Unit MIN Minimum BTUH BTU per Hour MAU MakeUpAir CFM Cubic Feet per Minute N/A No Access CHW Chilled Water Nom.Eff Nom final Efficiency CHWR C hilled Water Return OSA Outside Air CHWS C hilled Water Supply ODIID OursideDiameter I Inside Diameter CT Cooling Tower P Pump CUH Cabinet Unit Heater PD Pressure Drop CWR Condenser Water Return PF Power Factor CWS Condenser Water Supply PFPB Parallel Fan Power Box DB Dry Bulb (Temperature) PH Phase DEG or Degree PSI Pounds per Square Inch DPorAP Differential Pressure RA Return Air AT Differential Temperature RET Return (E) Existing RG Return Grille EA Exhaust Air RH Relative Humidity EAT Entering Air Temperature RPM Revolutions per Minute EF Exhaust Fan RTU Roof -Top Unit ER Exhaust Register SA SupplyAir ERV Energy Recovery Ventilator SD Supp ly Diffuser ESP External Static Pressure SP Static Pressure EWT Entering Water Temperature SF Service Factor OF Fahrenheit HOT Series Fan Power Box FOR Fan Power Box sq It Square Feet FCU Fan Coil Unit T-1IT-2IT-3 Terminal 1 ITerminal 21 Terminal FLA Full Load Amps THEM or0 Temperature FPM Feet per Minute TSP Total Static Pressure OF Feet T-Stat Thermostat NO Head V Volts HE Horsepower VAV Variable Air Volume HWR Hot Water Return AND Variable Frequency Drive HWS Hot Water Supply VP Velocity Pressure HE Herts (Cycles per Second) WB Wet Bulb Temperature IN. Inches w . Water Column KEF Kitchen Exhaust Fan w . Water Gauge Sengber Fidelis Veteran Owned and Operated T\u/s United TeRated sat and Balance PA. Unit C /A\ umlbel.CCaom Table Of Contents PROJECT do, & G, 2310 DATE 1,26,2021LOCATION: defend Ridge CO CONTACT Joh, dated,PROJECT R AUTHOR Table OF Contents 1 Roof Top unn 3 1 1 RTU 01 3 2 Kum &amp; Go ]310 Mechanics United Ted and 2alenm SYSIFEWUNR: RNLI FLU 01131 Fair United Test and Balance T\u/s al Page Unit C /A\ umal�I.coaom Motor RPM Roof Top Unit Motor RAAdV.1N 20&230Add Bore PROJECT Ron, & G, 2310 3 DATE 1,26,2021 LOCATION: Wheat Ridge CO 111 in ed, ANRoger M.nuffoopmer CONTACT Joh, PROJECT d 875% AUTHOR BAD, Be,, SYSIFEWUNR: RNLI Tested By: Johndticoz Bate: imrzozi FLU 01131 Fair Motor Manufacturer B.1d.r Motor Frame Da Motor RPM 175) RPM Motor RAAdV.1N 20&230Add Bore Motor Phase 3 order Be.Hill 111 in ed, ANRoger M.nuffoopmer ToTeat Nominal Effeence, 875% Motor Rose Roper DA.Derial 4000 CFMPottlAuff.. is Model 3855 FMDerian Outaide Aides ANN itsProud Duade Arms. 72FAA D amper Proton isFLU 01131 Fer,Aptual 1 RPM N,Motor Adds T1 T2 Ae P.Motor Adds T2 A 214VO�tMotor Adds T1 A 213 Ad AMoto r An ps T2 491 Tested By: Johndticoz Bate: imrzozi United Ted and air Page 5 of 15 FLU 01131 Fair Motor Manufacturer B.1d.r Motor Frame AND Motor RPM 175) RPM Motor RAAdV.1N 20&230Add Bore Motor Phase 3 Motor Sense Roper 1 15 Nominal Effeence, 875% Motor Rose Roper 78 % is Model is Bore AS in Fan Speed sam 7 NA in Fan Speed Bore 1 in Number of Bear 1 BAN Rise Pay Ted Prearemy. I Aran more F,, U run United Ted and air Page 5 of 15 T\U/B /A\ Roof Top Unit PROJECT: Kum & Go: 2310 LOCATION: Wheat Ridge, CO PROJECT#: SYSTEMIUNIT: RTU -01 Filter Type Photo: 1/20/21 CRP MERV 1320X24X40-'-^�'^_`:4'. - Name: Filter Type.jpg Captured: 1/20/2021 1:36 PM Filter Qty -S1 Photo: Name: Filter Qty - S1.jpg Captured: 1/20/2021 1:37 PM United Test and Balance 10440 Bradford Rd. Unit C Li0leton. CO 80127 I DATE: 1/26/2021 CONTACT: John Wlcox AUTHOR: Martin Boma Tested By: John Wilcox Date: 1/21/2021 United Test and Balance Page 6 of 15 U TjAX Roof Top Unit PROJECT: Kum BO¢91O LOCATION: Wheat Rltlge, CO PROJECT R SYSTEM/UNIT: RTOL1 United Test and Balance I0440 8,,d tl1I book LLUR10m. CO W127 DATE: i2OrzO21 CONTACT: John Wilcox AUTHOR Aadd Boma Tested By Johnni Baia: imrzozi Log:RTJ I -01 o n m. (Slot and2 added hoi and o o ion Run, Fabius I SYSTEM/UNIT: RTOL1/SPP 01 TestedBy: Johnni Baia: imrzozi -O.b 0.00 -O.5v 0.00 0.24 United Test and Balance Peg 7 0115 L Final Fluor So In 0 27 in w, ^ Supply Fan So In 0 57 in w, 0.57 0.57 0.24 Ga,H,atExdhanNerSP Out 024, w, -O.b 0.00 -O.5v 0.00 0.24 United Test and Balance Peg 7 0115 L ^ 0.27 0.57 0.57 0.24 -O.b 0.00 -O.5v 0.00 0.24 United Test and Balance Peg 7 0115 L ^ -O.b 0.00 -O.5v 0.00 0.24 United Test and Balance Peg 7 0115 T\u/e United Tesat and Balance onal Red. Unit C /A\ umlbol.coaom Roof Top Unit United Ted and 2slenm Page 8 of 15 SYSrEWUNR: R11I FLU 0AS,,A, Fair United Test and Balance T\u/s al Page Unit C /A\ umal�I.coaom Motor RPM Roof Top Unit Motor RAAdV.1N 20&230Add Bore PROJECT Ron, & G, 2310 3 DATE 1,26,2021 LOCATION: Wheat Ridge CO M.nuffoopmer CONTACT Joh, PROJECT d 875% AUTHOR BAD, Be,, SYSrEWUNR: R11I Tested By: Johndticoz Bate: irzorzozi FLU 0AS,,A, Fair Motor Manufacturer B.1d.r Motor Frame Da Motor RPM 175) RPM Motor RAAdV.1N 20&230Add Bore Motor Phase 3 order Be.Roger M.nuffoopmer ToTeat Nominal Effeence, 875% Motor Rose Roper DA.Derial 4000 CFMPottlAuff.. is Model prose)) FMDerian Outaide Aides ANN FireProud Duade Arms. 71FAA D amper Proton isAptual Number of Bear 1 RPM N,Motor Adds T1 T2 21 vu aMotor Adds T2 A 212 Vo�tMotorAl I Panel supply F,, U run 8 12 Amps Tested By: Johndticoz Bate: irzorzozi United Ted and air Page 9 of 15 FLU 0AS,,A, Fair Motor Manufacturer B.1d.r Motor Frame AND Motor RPM 175) RPM Motor RAAdV.1N 20&230Add Bore Motor Phase 3 Motor Sense Roper 1 15 Nominal Effeence, 875% Motor Rose Roper 78 % is Model TAKEN is Bore AS in Fan Speed sam 7 NA in Fan Speed Bore 1 in Number of Bear 1 BAN Rise Pay Ted Prearemy. I Panel supply F,, U run United Ted and air Page 9 of 15 T\U/B /A\ Roof Top Unit PROJECT: Kum & Go: 2310 LOCATION: Wheat Ridge, CO PROJECT#: SYSTEMIUNIT: RTU -02 Filter Type Photo: United Test and Balance 10440 Bradford Rd. Unit C Li0leton. CO 80127 CRP MERV 132024X40" Name: Filter Type.jpg Captured: 1/20/2021 1036 AM Filter Qty -S1 Photo: 011�r� b7 , _EVA �� 76=00w tk-7 PFF ��� Name: Filter Qty - S1.jpg Captured: 1/20/2021 1036 AM DATE: 1/26/2021 CONTACT: John Wlcox AUTHOR: Martin Boma Tested By: John Wilcox Date: 1/20/2021 United Test and Balance Page 10 of 15 U TjAX Roof Top Unit PROJECT: Kum BO¢910 LOCATION: Wheal Rltlge, CO PROJECT R SYSTEM/ONIT: RTOL2 SYSTEM/ONIT: RTOL2/SPP 01 United Test and Balance I0440 8,,d tl 1I Bank C LLUR10m. CO W120 DATE: i20rz021 CONTACT: John Wilcox AUTHOR Aadd Boma Tested By JohnVNlcoz Bate: h2D2021 TestedBy: JohnVNlcoz Bate: h2D2021 Joel JR, So In 051 in w, L NX Co,l So food 091 in w, SupplyFanSP In 091 in w, 11 051 0 91 0 91 W,HeatEx,fai Out 041 in w, —0.51 0.00 —0.91 0.00 0.41 United Test and Balance Page 11 of 15 L 7*7 ^ 11 051 0 91 0 91 0 41 —0.51 0.00 —0.91 0.00 0.41 United Test and Balance Page 11 of 15 L 7*7 ^ —0.51 0.00 —0.91 0.00 0.41 United Test and Balance Page 11 of 15 T\u/e United Tesat and Balance onal Red. Unit C /A\ umlbol.coaom Roof Top Unit United Ted and 2slenm Page 12of15 0 MEI PLM NOTES 0 w w e 7M MI . ' -- -- all d�H z _ _ 11 IEb e o o � "\ 1FEFM EF E H M3 1� W EfY I 9J T Mr O O o - -5IIFM 6 w 0 n -.11.-]nF--],...,-i1 I I7 :IAI 1 0 I 0 INpp� u A ENUMENATFURNMED UMBER AND SHOULD UDWORM EE - F. MERGEDPVNSFORXOMMALREONFRORMILEFROESEE WMaB- H- ;�::A1J.DW1CON TR NEDICIRFEELONASTIAL ON: U: M DIFFERENCES L- SON ��MMUNtM�ffENWMMEBOAMELFN.H WHESTONATCHOUNDCONEEM. M- WRNWEDMUMENTWUNEWEENWHEDNAUTOW- m UNFSMSOUCEMaCRIDCFAl NOTES EOUNN U - Y KEUNFAEDMNCHESNET AYBWSME ARMER RERUENSWED UMBER AND HERCULES U LF AMP[n_ E WORSE 11 WO, LESE F- PLENUM PRODUARESUNCLECONETWOULEENTONAMENTERNI ENATURESENSCRANOMMUCRUSTWHERELLONATINI XS MFYx SCNIMLLTORFIWLFAOYYEYMNX M.AOMDSUPPLYAYOW - ROUFPBXNLBEBYPPLFXWM WXETMY.WOfORWO]XIRttB. J_ WHOM ATE SEE OF CONCLEFFORTURNSURON UAGE WISH CONOURFORRUSEEN BROWN ON ELECTRICAL DBMS SHEI .- P�M:WTWREH�COL�DEHMOFMMM�LSMUEWE- M_ SCURF No COLLAIMLENCROARTEMPERATUREOF10011- WHOM P_ PRWOEPoX TOPXPTMPAHOXYSYNL CFH LWM HALMOTER D-kANry ESPR11M TYigImULEO. 5 MUST EXHAUST FAN DETAIL \'l ryTy /3 LE LNDOFFUSERDETAL V ryT6 DO HE C- OW.MBa�FVMMHMDNMLLD.CCNN�MM y NNBLABT EXHAUST FAN DETAIL REO LATER MOUNTING TO ROUND DUCT n WE xrR MENCHIJUNICALWEREFLAULNOTEM MOULD MINIMUM. BME JOE MEANS BECOME NLLYMCUHXRO WITH ME IN NO CONDETERNEW OF ME OTHER SHADOW PON ADDENOIBRUNEI WHENM Y XOTTBBE SPELPPGLYHG4YC OUT IN THIS MOTION OF ME MISSOURI EXECUMENLE. NORSE WWRECT ENGINEER MANOR OWNER OF CONCEDES OR D��CM MDR TO SUOMMON OF BID. • Po MNAH XFAMNIp eROUWCxoSixAPW1pON. XSTALLBOYCM'OMWONSWEGASTEOTN WOOMH IMNA� NOFDUCMMMIOPPIXONAWOMXRICRWMELECFNCLL 4- NBC MECHANICAL SOMEWHERE IN WRELLDEOTINUFUNMAND EFUNG E MD�EMJMMEMMDUFTweMELIM. RM MRD°' XALMUPMESIOCATCXBMBE UFMNPERE AROUNDESUIPMENT THEARCHNNEEMOULANOSTRUCTUMILDRUNSWUNE E SMALL UUC-D—A- PRM WFULUEL TO WHOM COLUMN LINES UNLESS OTHERNME SHOWN OP HOP➢. PRO ELEMENT. 000 RHAXO PIPING SHUL BE FAMENEO TO BURDING JONES OR BRAND. DO NOTATTRARL HANNERESSAND REPORTS TOME FROM EMM WAS SRMF GI WITH THE SUPPLIER N MEET ME COUNSH WALLAXO DUCT MUMMERE ENE SIMULATIONS THROUM THE SUMNEW COMPONENTS IN ACCORDANCEWITH ME A ACCORDANCE WITH UJIL REG SEDIMENTS S! uµa BREOUS M 12 - LOCATE ADD SET MEW ATEANDHOMMUSTATCAHLOCAMMOURNOMPLANNO WRIFY R-NRWDEASNI SURRENDERS SEARCH DUCT TAKEOFF EMSID WISH MANOR. MULANCONG CAERE AND LOSSES CWRAS FM BWCX DUCT CONN ECTICXC Ma TAKE OEM TO NO FINAL OBINUMERES ANNULAR AND QI DEMANDS NOTED. TC- MEW TO FORMATIONS M SUCTSOMANO MINNE. INSULATION MEMORIAL. DUST INS CH MECHANICAL. PVNS INDICATE CLEAN INSIDE ARWW DNMI a.INCREASE MSU I'- PLANES ON RKS� AN DFMImREOYPEMEXOa MANDe Na. REFER ro®[CFu IM. MR MDWFORENMMUN E:niewwTOe N1proFE.°.IRo.AwuBPFAYDMWGNa. 19 uR CUANYM NSECUL : PMl6TIx M W (l SALLm.VOOUNERED)DU[TW AD ENFORCE ��MMORM�OFIN�RDEM�SNW�N TO HIM UNITS THAT CORE CREATED BURNS ME CONSTRUCTOR PERIOD AMID NEW TOREARESECTO DEMANDS mPSSALL EnNi MR xoWTeo UMEDNMPFGUMTGRNWMLMD RUDER ux8WHO ER MASUNCE- WORDSAFTE SLOW SUOPEVENN MUCH MMI FLESH A- READ gDOFH HER ENNEQ- fWRH DU,uBTBECpYMDFecac ROOFT xTs WAS WERE LINES, SOFT CAPECE. OF. . . 2, DUE, A.D., RES EL LANENCELLEAS SO C: CONAL ENDS BEEN SURNMEYOUNFOR SNUAWWR GDOUNIOU.N. SO LINES, RECE IMPLANAL -.... SO .eta. _ Al. A ENUMENATFURNMED UMBER AND SHOULD UDWORM EE - F. MERGEDPVNSFORXOMMALREONFRORMILEFROESEE WMaB- H- ;�::A1J.DW1CON TR NEDICIRFEELONASTIAL ON: U: M DIFFERENCES L- SON ��MMUNtM�ffENWMMEBOAMELFN.H WHESTONATCHOUNDCONEEM. M- WRNWEDMUMENTWUNEWEENWHEDNAUTOW- m UNFSMSOUCEMaCRIDCFAl NOTES EOUNN U - Y KEUNFAEDMNCHESNET AYBWSME ARMER RERUENSWED UMBER AND HERCULES U LF AMP[n_ E WORSE 11 WO, LESE F- PLENUM PRODUARESUNCLECONETWOULEENTONAMENTERNI ENATURESENSCRANOMMUCRUSTWHERELLONATINI XS MFYx SCNIMLLTORFIWLFAOYYEYMNX M.AOMDSUPPLYAYOW - ROUFPBXNLBEBYPPLFXWM WXETMY.WOfORWO]XIRttB. J_ WHOM ATE SEE OF CONCLEFFORTURNSURON UAGE WISH CONOURFORRUSEEN BROWN ON ELECTRICAL DBMS SHEI .- P�M:WTWREH�COL�DEHMOFMMM�LSMUEWE- M_ SCURF No COLLAIMLENCROARTEMPERATUREOF10011- WHOM P_ PRWOEPoX TOPXPTMPAHOXYSYNL CFH LWM HALMOTER D-kANry ESPR11M TYigImULEO. 5 MUST EXHAUST FAN DETAIL \'l ryTy /3 LE LNDOFFUSERDETAL V ryT6 DO HE C- OW.MBa�FVMMHMDNMLLD.CCNN�MM y NNBLABT EXHAUST FAN DETAIL REO LATER MOUNTING TO ROUND DUCT n WE xrR MENCHIJUNICALWEREFLAULNOTEM MOULD MINIMUM. BME JOE MEANS BECOME NLLYMCUHXRO WITH ME IN NO CONDETERNEW OF ME OTHER SHADOW PON ADDENOIBRUNEI WHENM Y XOTTBBE SPELPPGLYHG4YC OUT IN THIS MOTION OF ME MISSOURI EXECUMENLE. NORSE WWRECT ENGINEER MANOR OWNER OF CONCEDES OR D��CM MDR TO SUOMMON OF BID. • Po MNAH XFAMNIp eROUWCxoSixAPW1pON. XSTALLBOYCM'OMWONSWEGASTEOTN WOOMH IMNA� NOFDUCMMMIOPPIXONAWOMXRICRWMELECFNCLL 4- NBC MECHANICAL SOMEWHERE IN WRELLDEOTINUFUNMAND EFUNG E MD�EMJMMEMMDUFTweMELIM. RM MRD°' XALMUPMESIOCATCXBMBE UFMNPERE AROUNDESUIPMENT THEARCHNNEEMOULANOSTRUCTUMILDRUNSWUNE E SMALL UUC-D—A- PRM WFULUEL TO WHOM COLUMN LINES UNLESS OTHERNME SHOWN OP HOP➢. PRO ELEMENT. 000 RHAXO PIPING SHUL BE FAMENEO TO BURDING JONES OR BRAND. DO NOTATTRARL HANNERESSAND REPORTS TOME FROM EMM WAS SRMF GI WITH THE SUPPLIER N MEET ME COUNSH WALLAXO DUCT MUMMERE ENE SIMULATIONS THROUM THE SUMNEW COMPONENTS IN ACCORDANCEWITH ME A ACCORDANCE WITH UJIL REG SEDIMENTS S! uµa BREOUS M 12 - LOCATE ADD SET MEW ATEANDHOMMUSTATCAHLOCAMMOURNOMPLANNO WRIFY R-NRWDEASNI SURRENDERS SEARCH DUCT TAKEOFF EMSID WISH MANOR. MULANCONG CAERE AND LOSSES CWRAS FM BWCX DUCT CONN ECTICXC Ma TAKE OEM TO NO FINAL OBINUMERES ANNULAR AND QI DEMANDS NOTED. TC- MEW TO FORMATIONS M SUCTSOMANO MINNE. INSULATION MEMORIAL. DUST INS CH MECHANICAL. PVNS INDICATE CLEAN INSIDE ARWW DNMI a.INCREASE MSU I'- PLANES ON RKS� AN DFMImREOYPEMEXOa MANDe Na. REFER ro®[CFu IM. MR MDWFORENMMUN E:niewwTOe N1proFE.°.IRo.AwuBPFAYDMWGNa. 19 uR CUANYM NSECUL : PMl6TIx M W (l SALLm.VOOUNERED)DU[TW AD ENFORCE ��MMORM�OFIN�RDEM�SNW�N TO HIM UNITS THAT CORE CREATED BURNS ME CONSTRUCTOR PERIOD AMID NEW TOREARESECTO DEMANDS mPSSALL EnNi MR xoWTeo UMEDNMPFGUMTGRNWMLMD RUDER ux8WHO ER MASUNCE- WORDSAFTE SLOW SUOPEVENN MUCH MMI FLESH A- READ gDOFH HER ENNEQ- fWRH DU,uBTBECpYMDFecac ROOFT xTs MECHANICAL SYSTEMS SUMMARY, SETPOINTS, AND CONTROL MATRIX MIRES aM�F MSN ¢FM�n ��TOR TERIOCK TUN ENE..DEOF.ULDM. .a. Ano .D o F4-FM.MM .Fw 7IFF.SSESM ..ox TUE OFFER.ECF.I... .y. ;Em .0 a FD... . mTCx 1RFM..M ASFre .4 - NO FAMS RAN OFF INTERLOCRWRTHTIMUCLUNKFOR OCCUPESURNOGOUPIED HOURS OF OPERATKNE MS R.A.— - - - FAN AUTO INIFFELOOK WWH HOOR CONTACTS AND TIRE .1.ER MN.Fn ..UFME NN.FW TOTIL FLWJ.T NN.F.� NET POSFNE AIR BALANCE: 8% 1D5 1,380 1,275 SCHEDULE NOTES OF RNSWENTOFEnwnxN. 2 - F HAS. RON SHEET SMEAR ME CMTMULS SHALL WE GGORD RATES BY CHOMOLE OONMA�M - OENEML PROVRRNS FURNRHED AND NBTALLED BY OWNER 1N0 EOORDNITEO W FnwLETEW fxFnx. CWWLMELMOU WUx ROOFTOP AXES ER AS RT111'1' I- WNMOLUN�WMMNEANDU��UNFMMPE�MMD OWFHMEWWMLMM WNEAH GHALLBEOPPENDU OMUTE YC YMEOUY OMWMEYMPHOWFYIEMET Pl�LE MTIMT WHEET- MEL- OxMEUNCEA VARDVY E ARWRTANS' ENMMEOAP7M5MMUTET9ECELWMnJu.u..rc µD ce_ RESTROOM EXHAUST FAN RF.1) Ex EQUEn mEroE�rsF.wo oe emuie i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �! ��-- Job Address:l` ZQ 25 -2 - Permit Number:<;nrz S ❑ No one available for inspection: Time { ! c_7-�_"AM/PM Re -Inspection required: Yes When corrections are complete, schedylre-inspection online. Date: Inspecto . _ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:�t Permit Number: 44 P f-4- G' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye No When corrections are complete, Date7,7 V Inspec / nn Atnr Qciant) online. 11 d�7,e-- 91, IJ No one available for inspection: Time Z,7 Re -Inspection required: I Yes No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.cL wheatridge.co. us/inspection Date:_�- —inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 2_1�2zV 11 d�7,e-- 91, IJ No one available for inspection: Time Z,7 Re -Inspection required: I Yes No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.cL wheatridge.co. us/inspection Date:_�- —inspector: DO NOT REMOVE THIS NOTICE GKOGKEK GONSULTINO REGISTERED January 12, 2021 Terry J. Howard Claude Neon Federal Signs 1225 N. Lansing Tulsa, OK 74106 918-630-0033 3432 clear creek 0 INC. NAL E Job Site: Kum & Go #2310, 3432 Clear Creek Wheatridge CO Re: Letter of Compliance for Installation Terry: I have reviewed digital pictures of the excavation and of the poured concrete base. I have reviewed tickets for the concrete mix and for the rebar. This provide information concurs with the engineering that I provided for a sign to be installed at this location. It is my professional engineering opinion that all structural concrete and steel components have been built and installed in accordance with the plans and specifications. D Crocker, P.E. -44507 LICFhS �SSIpp1A� `4 3211 E. SH�r G�.EN 91aeeT I 5{7i1l.GflELD, MO 658044794 I (0) 417.883.4056 (� x77.883.1057 I NnNV.crackerengineers_com /r� �g j r w Jti, v , AFF r 1 1 � gt t A '_ �" a .-a 5J l..n ... . . ' `. '. .�.-.:.rte..... 4111 fyn 6/( VELOCITY READY MIX J3: CROP, ,,y�g2. 7555 E 41" Ave Denver, CO 00216 303-070-5722 TICKET# Nnr n_IA L v a.DTo FREEMAN S';IGNS 3432 CLEARFREEK DR WHEATRIDGE IAIJTITVTOTAL IS LOAD DELIVERED ` rnuuw CODE - �-•-�- DESCpJFa;JON ,. .: ME - -- 5 50 yd A 000 31LUl0 PSI STRAIGHT -OMMyd c•5 -,50 YD E"F ENVIRONMENTAL/ SER TCEYD 2 �. .50 CY H GHWAY HIGHWAY ACCESS FEE CY 1, 0 .00 EA M N MINIMUM LOAD EA 2.5 .5QI CY P F PLANT OPERATIONS F E CY 709ANDREW 303-909-2402 r '4'22 C�1/1Cf-19 ALLACIE1NAWE LoNsWEREOSMEOUPONN 0 PLEASE CALLG°ftCE YJSrH Mi`! ISSiSF� S03 -g70.5722 P!4af+o� iqx( wit A allUa r; SUBTOTAL TAX 10TAL11115 LOAD PREVIOUS LOAD WAIT TIME GRAND TOTAL DEC152010:05 I RIV-E 10' ick rc ii flESUUs eneral Terms ane tconmuvn� f acs Roo.— s ��•-^'------- ---`:: Unloading; Drivers are only permitted to deliver concrmp where site conditions permit safe and proper operalion of equipment: Drivers am not tip Time permitted to go beyond curb line, except under Customer consent and acceptance 01 riskfor any loss or damage do the property Of Our equipment, including. but not limited to, towing fees or wrecker charges for getting out of the location. CUSIOmOf must supply suitable washout area for driver to 4h SIP wash out :track. Purchaser is pertained 5 minutes per yardfa unloading and each additional hour will be charged at $90.00 per hour, J v LAD Deseargo; Loa cdnduatores 5010 puaden enbagar concrete donda las condiciones del aide petmitan In opered6n sagura y adecu ads del equlpp. Ado, Innen y N wnductores no as les petmite it m6s alit do la linea do In acera, excepta baja Of card"mhniento del Monte yto aceptacion its; riesgo do cualqulor perdida o daAo a In propiedad o nuestro equlpo, incluidos, antro pace, bs cargos do mm lq m.a los cargos par remolque, para salir del lugar. EI Clients, 'aterAdded at.Custemefs Request dabo suministrar un Area de lavado adacuada para qua at conductor Nave at caution. Se permits at compradar 5 minutes par yards paradescargar y coda hors adicional as cobra h a $ 90.00 par horn. Added Ingnat ientol PurchawaSSUmes full responsibility for suengm. slump: and quality of concrete when additional water, cobq or anyother material is requested. in Dram Ingno sientes A15adidas; EI comprador Studio toda la responsabihdad par Is resistencia, at asenlamiento y Is calided dot concreto cuando on, solidta aqua, color o cualquier Otto material adicional, Aeeeptanee; By accepting VRM concrete In this purchase. Purchaser agrees that VRM covets, is of adequate quality for use by Purchaser, .N raaMt Purchaser agrees that claims for shortages of c6ment are invalid unless loads at time of delivery, Aeeptnel6n; laceprar el wn=tD de VRM en eslapampm. el Comprador awplo qua Ed,poncreto da VRM as de la celided adecueda para el uta Be PREGAtIIRN • pans del Cempradpr. """'°' EI comprador Seaton qua las reciamaclones par falls de cemento no son validas a mends quo se realicen an at momento do Is cottage. moot;An;ndws aro a bo paid At limaMservice rendGrLYI uNe65 otlremhen odated in milov CusNraQMwfllhowaCCcn Iiln,aMyhe VRM,ndinNN,,nzation aidbelnNarini all r. A 0.1.gbalUtkO%UponlatWrp Iv maF l and EomNere payment onrulchs POId'Aa9r aprewdil Y 0' Does and costA.Q�p�yti�twot mid, asseread war collection OfanYromelning mflaeiMing oM unDRid:tslanc9.A0.1!ri servicaioe cog be ehnlgacl err Pounded loch dap pgsinsl afY'."' .!fid ^u rneoniRrc'..MiN wFrVEFN PURCHASER AND COMPANY SHALL BEN THE CRY AND COUNTY OF DENVER, COLORADO j dip contra cunlquIsr saWo ynpapo puo ComWnce a padirdal mro r�gulsmo a to lenw se mw �acruru. L LUGAR Y LA Jl1RISDICCION PARA CUALCUIERDIaPUTAOUE SU&IA ENTRE.ELCOMPRADOR Y to CCMPARIA ESTARAN EN In CIUDAD Y EL CONDADO DE OENVCn: ntmf¢g a WImly RaaayN x per, reallxxr WnSlilas Acorn referenda bancedday WPNn Iales 1 wrn dales q,n; of CMnprado, hays propordwado. AND PURCHASER SIGNING THIS AGREEMENT AM OF ANY UASILITY FOR PERSONAL IAUURYANDDOR W SIGNING.IAd(NOWI,tlOORfNwirgYAlRyOn,'[[PTtr G9N9CN1 iprrye PPLLOWINe ON nYE4PLOYEn$BEdAta - —7 I r NCyEv! »i! SYLCn GCANY UAaMV fpR Per18GNALItLURV pr PROPERTY aANAea WNW aIYVUYSaAOa } OUE TO CORONA -1e ACCEPTANCE OF CONCRETE ATTIME OF DELIVERY IS ACCEPTANCE OF ALL TERMS ANDCONnrnni e..........._ 0 Picking Ticket Order o Date Date Required - Branch Taken By 274115 12/08t202O By 12/08/20 Aurora Mike Newton 5 pc Q 11'-6" Customer - - Customer Ref FREEMAN SIGNS, INC 7580 �� Picking & Order Notes DellveryAddress CC#3077 1 • Aurora (CPU) 14800E. MoncrieltPlace AURORA, CO, 80011 Quantity Product Code Description - - Qty Picked 106 FT 460 #4 REBAR, GR.60 5 pc Q 11'-6" 12 pc@48" �� co �Il 2leked Bv: v— 1 nr 1 '18/2020 7:27:37AM , -wLE r�' of�� CLal,)DE; AJUIW — 3437- a cftP- cue- VJ)IWt 8c 0-t0 #2310 wttt-7 T"uc-lt,co, KUM 6 GO #2310WHEAiRIDGE, CO WLEDDIGDS AI= 2'-6'.5''9'KUM5GO/GOFRESH"KET.ARE 21.27SOFT 2'.6'. 5'40 112' GAS PME SIGN • 17 SO" TOTAL A2FA. 22. " 57 SO at Ch:.� CROCKER gT 3214 E. SHADY GLENS SPRINGFIELD MO 658 An, (L'bb - Ad cq o �N; s � r`ro , kb IN 60 11 6"E urJ, rov _ Fo LAL 9141 ��-1�L)V� Nen?nJ �q3Z GG_a�� �re�Jc. V—L)OAk,,C�0ZC2?iI� wM�`211>6erCvr2- 2 I SNOW®.L PSF I � iJ WApGI, C.I. W 20 PSF BOILS AT 2000 PSF I)ING A FOOTINLSOUNDATIING AT FOOTINGIFOUNDAliON 2�kh POUR CONCRETE AGAINST UNDISTRBD SOILS; NOT ACRFILL ALL DESIGN, DETAILING, FABRICATION, AND DONSTRUCTION L NO ION OF WE CONST FYME RSI I. U.N.O. ND, ON AND NOTIFY F ENGRG IS i AOD'TLSVCS. MOF ENTTN A I STRENGTH. IESUDSTIUTED. •RORIMATIONS TLY VARY NTION9, IE ACORDBIG TO CALCULATIONS LAND COS"OWRNCRETE BASE-FOUNDATIOON WOE SHEETS ARE YFORTHE SECTION MODULUS REQUIRED SPSR •SECTION MODULUS PROwDED CROCKER 3211 E. SHADY GLEN ST SPRINGFIELD MO 658(}4 41'1. °0i)3 F AoSCn Si�'I P A& 1.-_._^��/gyp_ ✓ 1 ISL y 1� l 2.11 &06 iC Il Jam✓ • VT�ZS p 17 KADwwbWsbeloW CallbefOTeYOUdig. / Sfz_. ��- LLL �_.,......r---_s.Y.�._...' GC�MC f'Gica k :_ 1J Sid^ z Ij ell �--tl✓U�(��(�(�� — r0�_ DO LIC,p, P (Ems pryIM. � �l 0,1- MDr~ AEON 3432 CII Pr CeE6� I-FOL6 C� OA•� — VUM Ct0 �.Z310 _ WVtC*--fV' tE , CO ucemugv <.V City, State JOBNO- __ SHEETNO. Phone CALCULATED BY DATE___ CHECKED aY DATE Wind Loads - Other Structures: ASCE 7-10 21.)16 Nominal Wind Pressures Wind Factor= 0.60 Horiz dist from Gust Effect Factor (G) = 0.85 Ultimate Wind Speed = 115 mph O to s 1.80 22.4 As Kzl= 1.00 Exposure = C A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30°1 open) sRl = 1.00 Case A & B Dist to sign top (h) 6.0 it at$ = 1.65 C, = 1.42 Height (s) 6.011 Lrls = 0.00 F = qz G Cf As = 17.7 As Width (B) 9.9 it Kz = 0.849 As = 59.4 sf Wall Return (Lr) = q,= 14.7 par F = 1049 lbs Directionality (Kd) 0.85 Percent of open area Open reduction to gross area 0.0% factor= 1.00 Case C reduction factors Factor if slh>0.8 = 0.80 Wall return factor for Cf at O to s= 1.00 1�MMIRM Kum & Go #2310 FOUNDATION DETAIL _ I I I I -i I _ n — -r .� e•.<v..ro•w.w.d..,.. we... u,.w r wnrrp... ra.ynro.w..w A bIS y1Y.4<9COpti,a.�..u. BUILDING SIDE ROCKER 21i E. SHADY GLEN ST PRINGFIELD MO 65804 4'-1.5fj. TOWARD STREET d Otr-ADOH CvlCop o� 4 Fo Cj �..�44\507 --. \ )/ c 3. kn .... '�G –•vlvr+b �c� Casec Horiz dist from windward edne Lf F=ozGCIAs (pan O to s 1.80 22.4 As s to 2s 1.20 15.0 As TOWARD STREET d Otr-ADOH CvlCop o� 4 Fo Cj �..�44\507 --. \ )/ c 3. kn .... '�G –•vlvr+b �c� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r Job Address: =''' :,4 Permit Number: ❑ No one available for inspection: Time >J= AM/PM Re-Inspection required: Yes �N_o_., When corrections have been made, call for re -inspection at 303 -234 - Date: :f Inspector: DO NOT REMOVE THIS NOTICE MONUMENT SIGN EXHIBIT KUM & GO #2310 LOT 1, BLOCK 3, KUM & GO AT CLEAR CREEK CROSSING, CITY OF WHEAT RIDGE, JEFFERSON COUNTY, COLORADO 3432 Clear Creek Dr N 202001412 ui e M 3 rn io CONCRETE SIGN BASE 0 Z 9.6' 9' W 9 a� 0 w J 11.9' am w e� A=024'38'14" N8959'51"W 8.78' R=20.95' L=9.01' N0046'58"W 53.76' ChB=S77'40'44"E ChL=8.94' o s' SCALE: 1"-5' MONUMENT SIGN R&R ENQINEER8-SURVEYORS, INC. Sheet 1835 W. IM AVBIIJE, BURG Drawn: PF 310 Date: 01 08 F 1 DEWER, COLORADO 80204 Checked: 1f a o V WW COM Job No.: BC20165 i .CITY OF WHEAT RIDGE . C:7,1. Building Inspection Division (303) 235-2855 Office f IN PECTION NOTICE Inspection Type: - Job Address: 44 Z2 Permit Number: `lCZ 14 RM ❑ No one available for inspection: Time KDOCLiAmpm Re -Inspection required: Yes` *When corrections are complete, sched le Ke -inspection online. Date(/ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE I Inspection Type: Job Address: Permit Number: x�, 1 J No one available for inspection: Time I Re -Inspection required: Yes --NO When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge. co. usfinspection Date: -.�J Inspector: DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGE ® Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 17 E/ Job Address: _.� C�e�i►,� Permit Number: _ Z-27 / �� / Z_ ❑ No one available for inspection: Time `',`. AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001412 PERMIT NO: 202001412 ISSUED: 09/25/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 09/25/2021 JOB DESCRIPTION: Installation of (5) illuminated wall sign on West, South, East and North elevations; Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy; Installed gas pricers and faces on Double Faced illuminated monument; Install (1) flagpole and install (1) Ampersand sculpture; Location of signs: (5) Wall signs on North, West, South and East elevations of building; (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy; (1) Monument signage located at Southwest corner of lot; (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building **REVISION: Installation of (1) foundation with support pole for (1) monument sign located at W/SW corner of lot. Added valuation: $946.70 **REVISION: Final electrical hookup only for new signage. Added valuation: $450 Tenant: Kum & GO *** CONTACTS *** OWNER (515)457-6247 EVERGREEN CLEAR CREEK CROSSING GC (303)781-0106 JEFFREY PETERS 018700 FREEMAN SIGNS CO. SUB (303)781-0106 JEFFREY PETERS 018700 FREEMAN SIGNS CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,013.85 FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 462.29 Permit Fee 410.35 ** TOTAL ** 11129.07 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Wall signage is at maximum square footage for building; no additional wall signage may be added. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001412 PERMIT NO: 202001412 ISSUED: 09/25/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 09/25/2021 JOB DESCRIPTION: Installation of (5) illuminated wall sign on West, South, East and North elevations; Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy; Installed gas pricers and faces on Double Faced illuminated monument; Install (1) flagpole and install (1) Ampersand sculpture; Location of signs: (5) Wall signs on North, West, South and East elevations of building; (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy; (1) Monument signage located at Southwest corner of lot; (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building **REVISION: Installation of (1) foundation with support pole for (1) monument sign located at W/SW corner of lot. Added valuation: $946.70 **REVISION: Final electrical hookup only for new signage. Added valuation: $450 Tenant: Kum & GO 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 municpal 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Tuesday, January 5, 20212:50:39 PM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for No electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Commercial 3432 Clear Creek Drive Kum & Go 515-226-0128 CONTRACTOR INFORMATION Contractor Business Freeman Signs Name Contractor's License 18700 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-781-0106 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email bhayes@freemansig ns. net Address Retype Contractor bhayes@freemansig ns. net Email Address DESCRIPTION OF WORK Scope of Work Final electrical hookup only for new signage Location of work Building (garage, house, etc) Provide additional Signage for new Car Wash building details, if needed. Project Value (contract 450.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for William Hayes Permit Email not displaying correctly? View it in your browser. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: -- Permit Number: ❑ No one available for inspection: Re -Inspection required: Yews No When corrections have been made, sc e http://www.ci, wheatridge.co, usfinspection Time M/PM for re -inspection online at: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` _ Job Address: -3 `/ 3� r Permit Number: 69 00 6 `� 41 ❑ No one available for inspection: Time ',14 AM/PM Re -Inspection required: Yes. No . When corrections are complete, schedule re -inspection online. Date: fnspector: DO NOT REMOVE THIS NOTICE � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001412 PERMIT NO: 202001412 ISSUED: 09/25/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 09/25/2021 JOB DESCRIPTION: Installation of (5) illuminated wall sign on West, South, East and North elevations; Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy; Installed gas pricers and faces on Double Faced illuminated monument; Install (1) flagpole and install (1) Ampersand sculpture; Location of signs: (5) Wall signs on North, West, South and East elevations of building; (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy; (1) Monument signage located at Southwest corner of lot; (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building **REVISION: Installation of (1) foundation with support pole for (1) monument sign located at W/SW corner of lot. Added valuation: $946.70 Tenant: Kum & GO *** CONTACTS *** OWNER (515)457-6247 EVERGREEN CLEAR CREEK CROSSING GC (303)781-0106 JEFFREY PETERS 018700 FREEMAN SIGNS CO. SUB (303)781-0106 JEFFREY PETERS 018700 FREEMAN SIGNS CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,563.85 FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 452.84 Permit Fee 394.50 ** TOTAL ** 11103.77 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Wall signage is at maximum square footage for building; no additional wall signage may be added. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001412 PERMIT NO: 202001412 ISSUED: 09/25/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 09/25/2021 JOB DESCRIPTION: Installation of (5) illuminated wall sign on West, South, East and North elevations; Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy; Installed gas pricers and faces on Double Faced illuminated monument; Install (1) flagpole and install (1) Ampersand sculpture; Location of signs: (5) Wall signs on North, West, South and East elevations of building; (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy; (1) Monument signage located at Southwest corner of lot; (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building **REVISION: Installation of (1) foundation with support pole for (1) monument sign located at W/SW corner of lot. Added valuation: $946.70 Tenant: Kum & GO 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 municpal 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Thursday, December 3, 2020 10:39:41 AM Revision to Permit Application Permit Number 202001412 assigned to project PROPERTY INFORMATION Permit Number 202001412 Property Address 3432 Clear Creek Drive, Wheatridge CO Property Owner Name Kum 8, Go Property Owner Phone 515-226-0128 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email customerrelations@kumandgo.com Address CONTRACTOR INFORMATION Contact Name William Hayes Contact Phone Number 303-781-0106 (enter WITH dashes, eg 303-123-4567) Contact Email Address bhayes@freemansigns. net Retype Contact Email bhayes@freemansigns. net Address DESCRIPTION OF WORK Detailed Revised Installation of (1) foundation with support pole for (1) monument Scope of Work - sign located at W/SW corner of lot Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Field not completed. No Kum Go Enaineerina Wheatridae.odf $ 946.70 $946.70 Valuation is OK Electronic Payment Form Wheatridae.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting William Hayes Revision Email not displaying correctly? View it in your browser. M E U 0 I - REVISION ♦bale City of -('" W heat ILdge C0MMUNr7Y DEVELOPMENT APPROVED Reviewed for Code Comotiance Randy Slusser 12/09/2020 Plans Examiner Date I SITE LEGEND I INDICATES CONCRETE PAVEMENT / 49' N o INDICATES PERMEABLE PAVERS I. I BLOCK 3, LOT 7, KUM &GOAT CLEAR CREEK CROSSING EXISTING CURB AND GUTTER e,--. 0 61 Ea3 C"]o 611 tlYr �o ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections NOTE: RIGHT-OF-WAY NOTE NORAND DEVRN ELOPED BY OTHERS IS TO BE SHOWN I CNED C ALL WORK WITHIN RIGHT-OF-WAY IS DESIGNED AND CONSTRUCTED BY THE AND DEVELOPED NCE ONLY. AND IS SHOWN IN CONCEPT OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. AND FOR REFERENCE ONLY. SITE KEY NOTES NO. DESCRIPTION N O BUILDING ENTRY O2 BUILDING CANOPY OVERHANG 30 PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. O4 SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT O5 6' INTEGRAL CURB (DETAIL D - SHEET 32) © EXISTING RETAINING WALL O7 UMITS OF PROPOSED PAVEMENT O8 4' DIAMETER BOLLARDS (DETAIL F - SHEET 28) INVERTED 'U' BIKE RACK ON 5.0'X6.5'X4' O9 THICK CONCRETE (DETAIL I - SHEET 26) BOLLARD MOUNTED ADA VAN PARKING SIGN 10 (DETAIL 8 - SHEET 28) O11 BOLLARD MOUNTED ADA PARKING SIGN (DETAIL B - SHEET 28) 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 27. MAX. SLOPE IN ALL DIRECTIONS. INTEGRAL COLORED CONCRETE 15 (DETAIL E - SHEET 28) 16 AMERICAN FLAG POLE, 12' RADIUS SHOWN FOR REFERENCE (0 - SHEET 34) 17 TRANSFORMER OTHER TENANT SIGN 18 (KUM&GO MONUMENT SIGN) (DETAIL B - SHEET 34) 19 UNDERGROUND STORAGE TANKS 20 TANK OVERDIG LIMITS 1000 GALLON SANITARY GREASE 21 INTERCEPTOR TRASH ENCLOSURE 22 (SEE ARCHITECTURAL PLANS FOR DETAILS) OAIR MACHINE ON 4'X4' PAD 23 (DETAIL A - SHEET 28) ©4 BIKE REPAIR STATION (DETAIL A - SHEET 34) 25 EXISTING FIRE HYDRANT 26 4' WIDE YELLOW PAVEMENT MARKING, TYP. Q4' YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' 28 DIRECTIONAL ARROW, TRAFFIC WHITE PAINT O29 THERMOPLASTIC PAVEMENT MARKING (COLOR AS INDICATED) PROPOSED STOP SIGN 3D (DETAIL C - SHEET 28) AMPERSAND SCULPTURE (PUBLIC ART) 31 (DETAIL A - SHEET 35) SITE BENCH 32 (DETAIL E - SHEET 34) 33 PATIO AREA (DETAIL C - SHEET 34) ® PEDESTRIAN CROSS WALK ROLL OVER CURB 35 (DETAIL G&L - SHEET 28) 36 PROPANE CAGE 3© MISCELLANEOUS MERCHANDISE ® FIREWOOD 39 RED BOX(ES) O ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK 42 TRAFFIC TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE (DETAIL G - SHEET 29) PATIO FENCE 43 (SEE BUILDING ELEVATIONS FOR DETAIL ® TRASH & RECYCLING RECEPTACLES 45 CLEAN OUTS (EYP.) 0 20 40 60 GRAPHIC SCALE IN FEET 1459 Grand Avenue :s Moines, Iowa 5031 P: 515-226-0128 0 Z W cf) O w U O Lu ozj W LU o Z C.) CO Q ZJ CVelf LU =it 0- W Q U FW U M Z Q M O� 2E Y KG PROJECT TEAM: RDMR08ERTFIEBIG SDM: DAN GARNEAU CPM:ERETTSTUPP DATE 05/08/20 SHEETNUMBVL C1.0 6 OF 36 KUM & GO #2310 SITE LEGEND INDICATES CONCRETE PAVEMENT INDICATES CONCRETE SIDEWALK ® INDICATES PERMEABLE PAVERS f L)(O -O LIGHT POLES EXISTING CURB AND GUTTER CURB AND GUTTER to INDICATES ROW PARKING COUNT 29 SPACES INDICATES PARKING TOTAL — — — _PROPERTY BOUNDARY NOTE: RIGHT-OF-WAY NOTE NORAND DEVRN ELOPED BY OTHERS IS TO BE SHOWN I CNED C ALL WORK WITHIN RIGHT-OF-WAY IS DESIGNED AND CONSTRUCTED BY THE AND DEVELOPED NCE ONLY. AND IS SHOWN IN CONCEPT OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. AND FOR REFERENCE ONLY. SITE KEY NOTES NO. DESCRIPTION N O BUILDING ENTRY O2 BUILDING CANOPY OVERHANG 30 PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. O4 SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT O5 6' INTEGRAL CURB (DETAIL D - SHEET 32) © EXISTING RETAINING WALL O7 UMITS OF PROPOSED PAVEMENT O8 4' DIAMETER BOLLARDS (DETAIL F - SHEET 28) INVERTED 'U' BIKE RACK ON 5.0'X6.5'X4' O9 THICK CONCRETE (DETAIL I - SHEET 26) BOLLARD MOUNTED ADA VAN PARKING SIGN 10 (DETAIL 8 - SHEET 28) O11 BOLLARD MOUNTED ADA PARKING SIGN (DETAIL B - SHEET 28) 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 27. MAX. SLOPE IN ALL DIRECTIONS. INTEGRAL COLORED CONCRETE 15 (DETAIL E - SHEET 28) 16 AMERICAN FLAG POLE, 12' RADIUS SHOWN FOR REFERENCE (0 - SHEET 34) 17 TRANSFORMER OTHER TENANT SIGN 18 (KUM&GO MONUMENT SIGN) (DETAIL B - SHEET 34) 19 UNDERGROUND STORAGE TANKS 20 TANK OVERDIG LIMITS 1000 GALLON SANITARY GREASE 21 INTERCEPTOR TRASH ENCLOSURE 22 (SEE ARCHITECTURAL PLANS FOR DETAILS) OAIR MACHINE ON 4'X4' PAD 23 (DETAIL A - SHEET 28) ©4 BIKE REPAIR STATION (DETAIL A - SHEET 34) 25 EXISTING FIRE HYDRANT 26 4' WIDE YELLOW PAVEMENT MARKING, TYP. Q4' YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' 28 DIRECTIONAL ARROW, TRAFFIC WHITE PAINT O29 THERMOPLASTIC PAVEMENT MARKING (COLOR AS INDICATED) PROPOSED STOP SIGN 3D (DETAIL C - SHEET 28) AMPERSAND SCULPTURE (PUBLIC ART) 31 (DETAIL A - SHEET 35) SITE BENCH 32 (DETAIL E - SHEET 34) 33 PATIO AREA (DETAIL C - SHEET 34) ® PEDESTRIAN CROSS WALK ROLL OVER CURB 35 (DETAIL G&L - SHEET 28) 36 PROPANE CAGE 3© MISCELLANEOUS MERCHANDISE ® FIREWOOD 39 RED BOX(ES) O ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK 42 TRAFFIC TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE (DETAIL G - SHEET 29) PATIO FENCE 43 (SEE BUILDING ELEVATIONS FOR DETAIL ® TRASH & RECYCLING RECEPTACLES 45 CLEAN OUTS (EYP.) 0 20 40 60 GRAPHIC SCALE IN FEET 1459 Grand Avenue :s Moines, Iowa 5031 P: 515-226-0128 0 Z W cf) O w U O Lu ozj W LU o Z C.) CO Q ZJ CVelf LU =it 0- W Q U FW U M Z Q M O� 2E Y KG PROJECT TEAM: RDMR08ERTFIEBIG SDM: DAN GARNEAU CPM:ERETTSTUPP DATE 05/08/20 SHEETNUMBVL C1.0 6 OF 36 KUM & GO #2310 KUM fia GO #2310WHEATRIUGE,CO 8" 2'-6 1/8" 2'-6" 4" AElevation ll scale: 3/4" =1'- 0" Mwdat>Jar 9'-10" 8'-9" 8'-10 1/2" 8„ MARKET SI&W r—Carr"' }-- 2'-10" }-- 2'-10" —} 12" LED DIGITS 2'- 6" x 8'-9" KUM & GO / GO FRESH MARKET - AREA: 21.87 SQ FT 2'-6" x 8'-10 1/2" GAS PRICE SIGN - AREA: 22.17 SQ FT TOTAL AREA: 44.04 SQ FI I BStreet Elevation % Building Elevation scale:3/4" =1'- 0" 1. I scale: 3/4" =1'- 0" City of Wheat Ridge Building Division s aa• t •a a s s s a •a e a as a r c s• r s s s a. a s s s .a• •a s a a. � r e e e s. s a a t o r t 1225 North Lansing Avenue I hereby give my approval to proceed with fabrication of the signage depicted El Approved as shown ❑ Approved as noted PROJECT//CLIENT NN�..{A{..MEg: LOCATION: DESIGNER: REVISION HISTORY: WORK DUE SIGN TYPE/DESCRIPTION: ry x SHEET NAME: Tulsa. Oklahoma 14106 in these drawings in order to meet the s, del deadline in a timely nasion. KUM Q GO #2310 WHEATRIDGE, CO TERRY HOWARD 02.141020 REVIEW ICOPY.- ORDER DATE: MONUMENT SIGN I understand that any changes (additions, deletions, or modifications) to the Xph: 918.587.7171 fundamental structure, underlying design, or the specific features ofthis client WeCLAUDE NEON rERAL SIGNS fax: 918.587.7116 signage may result in slippage of the completion date, additional resource ACCOUNT EXECUTIVE: DATE OF ORIGINALOWG: DEPTMETAL FAB PAINT FINAL ASSEMBLY'I web: cnfsigns.com requirements or additional cost. nate TERRY HOWARD FEBRUARY 14, 2020 ROUT/VINYL NEON INSTALLATION W-1/1 & &10 #- 231 o w ft r-tw1,U t)&116 , KUM D GO #2310 WHEATRIDGE, CO eo L e f aaota• I T- 1— Ca0 Fresh MARKET rave• A L.57,;, r r 12" LED DIGITS 2'- 6" x 8'-9" KUM & GO / GO FRESH MARKET • AREA: 21.87 SO FT 2'-6' x 8'-10 1/2" GAS PRICE SIGN - AREA: 22.17 SO FT TOTAL AREA: 44.04 SO FT It7i elA lMYy I.I.M 11i•M..M...nM..Ir..../M.M \I..1 ❑Atta�ll ❑lit,Mtlt RiPl /1yt0lUllel UMl' IltAtlt. tlA:\IP yr �• wunl...,,o:l •'"�•""• I NUM 6 GG it 22 Nwtutu0t(.q fIPXIXPUA7 tea ... It I ; .:: � . «v ..... ='. t — --- — 171:11 tut w,y�«...�..r.rr•�.r�... Ir.._ LTIL11lil�ih, 'J:t fiICt�:NII M: W PLSiIitY .... raw 11 La,'XM1.c� t!FUIti II, 1:iD w u4 CROCKER SPRINGFIELD MGA 65804, 111`1, (Mb.-4,oc,:�(p B 1 "=Fr, a 1d.plw+a i tf.t'•C YYc 1'f.rC W'II 11/1: MIA.1 A[YYW elrYt Y; :ulama IT . HJUVAYL _ PRISII FIN' 11A11A1 �4 p4 LICF Fs.00.100100,9 S�ONAti •oG1tj City of Wheat Ridge Building Division AA WIND � 0PSF- SNOW @ 20 PSF SOILS AT 2000 PSF (ASSUMED) , r - LATERAL SOIL LOADING AT I FOOTINGIFOUNDATION .2 A G-,�o POUR CONCRETE AGAINST UNDISTRBD S✓OILS, NOT ACKFILL ALL DESIGN, DETAILING, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES AND SPECIFIC TI _ IBC DN . EXP "C" (3 -SEC GUST) CURRENT INTL. BLDG CODE (IBC) -AMERICAN SOCIETY OF TEST'G MAT -LS (ASTM) - BLDG CODE REQMNT - REINF CONC (ACI 318.83). -CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. - CURRENT SPECS - AMERICAN INST OF STEEL CONST (ASIC) - DESIGN, FAB, S ERECTION. CONCRETE 3000 P.S.I. Q 28 DAYS COMPR STR, (1 S0 P.C.F.) REINF ST'L-ASTM1.615, GR 60, (IF REQD). WELDED WIRE FABRIC(WWF) - ASTM A185 - ALL REINF SHALL BE FREE FROM MUD, OIL, RUST OR COATINGS THAT WOULD REDUCE OR DESTROY BOND -ALL REINF BARS SHALL LAP 30 DIAMETERS OR 12" MINIMUM, EXCEPT AS NOTED. - MIN CONC COVER ON TIES, STIRRUPS AND MAIN BARS SHALL BE 1 INCH FOR SLAB, WALL AND SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUNDt 3 INCHES FOR UNFORMED SURFACES DEPOSITED AGAINST GROUND EXCEPT AS NOTED. TIE RE -BARS. DO NOT WELD RE -BAR. STRUCTURAL STEEL AND PLATES - A-38. STRUCTURAL TUBING -ASTM A•500, GR B, FY=46 KSI. STRUCT PIPE -ASTM A•53, GR B, FY -36 KSI. ANCHOR BOLTS ASTM A•307, EXCEPT AS NOTED. HI STRGTH BOLTS - CONNNECTIONS - ASTM A-325, U.N.O. WELDING ELECTRODES •AWS D1.1-85, E70xx. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. NO CABINET ENGINEERIG PROVIDED. IF CABINET ENGRG IS REQ'D, CONTACT THE ENGINEER FOR ADD"TL SVCS. 6" OF CONCRETE OR GRAVEL PLACED IN BOTTOM OF FOUNDATION PRIOR TO MAIN POUR. ISOLATE ALUMINUM FROM STEEL. ALL BOLT HOLES TO BE DRILLED OR PUNCHED. ALL PIPE SIZES SH014N ARE MINIMUM SIZES. PIPE WITH A LARGER DIAMETER, GREATER YIELD STRENGTH, AND/OR GREATER SCTN MOD MAY BE SUBSTIUTED. ALL STRUCTURAL LENGTHS REQUIRED ARE APPROXIMATIONS ONLY. ACTUAL LENGTH MAY SLIGHTLY VARY DEPENDING ON SIGN CABINET CONDITIONS. ALL WORK PERFORMED ON SITE SHALL BE DONE ACORDING TO APPLICABLE OSHA REGULATIONS WATER SHOULD NOT BE ALLOWED TO POND IN THE EXCAVATION PRIOR TO CONCRETE PLACEMENT OR ABOVE CONCRETE AFTER THE FDTN IS COMPLETED EXERCISE CARE DURING EXCAVATION OF THE FOUNDATION TO MINIMIZE DISTRUBANCE TO THE SURROUNDING SOILS. CALCULATIONS SHOWN ON THESE SHEETS ARE ONLY FOR THE BASE POLE(S) AND CONCRETE BASE -FOUNDATION SR a SECTION MODULUS REQUIRED SP = SECTION MODULUS PROVIDED CROCKER 321► E. SHADY GLEN SPRINGFIELD MO 65504 -411 ' 561 , Aoia( A, � Know what's belOW ,-- Call before You 69- v City of Wheat Ridge Building Division l POLE cc ` 0 0 — 011LA0 be -1 IU -O N VMI)j tv VV11"atflutJ.0 t u ` City, State JOB NO. SHEET NO. Phone CALCULATED BY DATE CHECKED BY DATE Wind Loads - Other Structures: ASCE 7- 10Nominal Wind Pressures Wind Factor = 0.60 Gust Effect Factor (G) = 0.85 Ultimate Wind Speed = 115 mph Kzt = 1.00 Exposure = C A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s1h = Dist to sign top (h) 6.0 ft B/s = Height (s) 6.0 ft Lr/s = Width (B) 9.9 ft Kz = Wall Return (Lr) = 0.849 qz = Directionality (Kd) 0.85 14.7 psf Percent of open area F = Open reduction to gross area 0.0% factor = Case C reduction factors Factor if s/h>0.8 = Wall return factor for Cf at0tos= 1.00 Case A & B 1.65 Cr = 1.42 0.00 F = qz G Cf As = 17.7 As 0.849 r As = 59.4 sf 14.7 psf F = 1049 lbs CaseC 1.00 Horiz dist from windward edge Cf F=gzGCfAs (psf) 0 to s 1.80 22.4 As 0.80 s to 2s 1.20 15.0 As 1.00 MUMMVIMKum & Go #2310 FOUNDATION DETAIL I I I •' Rw is ve• ov, ..ns ».a , t ra• I I I � 12 •0' 1 I 0n*( (1) T pier. 5' depth foundation MRy w/ 1.5 yds. a1 4000 psi conmete, ... In•. nr BUILDING SIDE ROCKER 21 1 E. SHADY GLEN ST PRINGFIELD MO 65804, 4 t'1 . blb3.4c" ce; IiJrhed dsh l•.hpw lir.rf. [Wr:.4 Condon, r.44 1,1+y ith Yd rebar TOWARD STREET C1"n.Aed ¢a tn•.I-C, t City of Wheat Ridge Building Division � t r 12'-0' TOWARD STREET C1"n.Aed ¢a tn•.I-C, t City of Wheat Ridge Building Division CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 6_1 U No one available for inspection: Time M Re -inspection required: Yes ,-'No When corrections have been made, schedule for re -inspection online at: httpzllwww.ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 30/ION SI1413/IOI413bl ION 00 :ao}oadsul :OIL-® uopoodsuysn •oo •eBp!jjeeLim p mmmll: d;; y : je auiluo ugr;oadsu►-aj aol a/npayas `apew uaeq aney suoejoaaaoo uayM, ON so) :paainbaa uoijoadsul-eH Nd/WV(-A,-,Z/ quail :uooloedsui Aoj algel!eAe quo oN r :aagwnN }ivaaad :ssaippV qof I �; :adA.L uol�.3adsul 331ION N01133dSNI 831110 958Z-5EZ (£0£) J uolslnla uolloadsul 6ulplln8 /® 39a1u lV3HM :J0 A113 o CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 119 K Inspection Type: Job Address: Permit Number: C,23Z f ❑ No one available for inspection: T e AM/PM Re -Inspection required: Yep _No When corrections have been made, sce ule f - coon t7rNir�e at: http://www.ci.wheatridge.co.u�nspOct►on 1/1 ., IG p - [e: Inspect CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �ws, Job Address: 7 c4Z:_W Permit Number: T&Rc, (5,qL_1 I.J No one available for inspection: Time AM/PM,: Re -Inspection required: 'Yes .,,No When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: lr_-­ -11 Inspector: /<, DO NOT REMOVE THIS NOTICE ♦ A 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: a FA No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.cL wheatridge.co. us/inspection Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:-, Job Address: ' f Permit Number: O c`» C C.i ( q l s C j f F i i i F I i i i i f ❑ No one available for inspection: Tim'' AM/PM Re -Inspection required: Y(5�6f� No x_ When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspectionl.. x% ._ e o CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM--` Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. us/inspection Date: '' Inspector: DO NOT REMOVE THIS NOTICE E A CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE < Inspection Type: A� Job Address: Permit Number: C I.J No one available for inspection: Time AM/PM Re -Inspection required:' Yes No *When corrections have been made, schedule for re -inspection online at: http://Www.ci.wheatridge.co.uslinspection Date: / C- - Z',?- �,' Inspector: /-'-) - DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time +AM/pM Re -Inspection required: ;Yes', No When corrections have been made, schedule for re -inspection online at: http.,Ilvvww.cLwheatridge.co.usVi'nspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r e2 c2z ❑ No one available for inspection-_ Time /PM Re -Inspection required: Yes When corrections have been made,sch dule for re -inspection online at: http://www.cLwheeattridge.co.uslinsp` ct" i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes .No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatriage.co. usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I-CIIS .Pq5 Job Address: 3 72 C/,z - k" Permit Number: 2c"? o'o A,4 0 ::R'. )El 6�le 1',�704< 437 LJ No one available forinspection: Time AN(PM) Re -inspection required: Yes, No When corrections have been made, schedule for re -inspection online at: h ttp.11www. ci. wheatridge. co. us/inspection Date: /0,/(Inspector/,!" DO NOT REMOVE THIS NOTICE i CITY .OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE, IzS _.,K - K � 4 4 —Xs" Inspection Type:"' Job Address:�� Permit Number: ❑ No one available for inspection: Tirr Re -Inspection required: YesQNo ') When corrections have been made, s hedule for httpYlwww.ci.wheatridge.co.us4nsp ti ion DA .3 1 1 Insp AM/PM at: i = CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Zai' ?49 670 ❑ No one available for inspection: Time /�,f�'�A~ /PM Re -Inspection required: Yes (No 1..- _` When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: !c'-�`1`�p Inspector: _S DO NOT REMOVE THIS NOTICE m z 7 O N p CD CD CD CD m m �T. -0 0- c c m m o CLcnR cn 0 (D [n CD Z 0 =1 3 N O N Z c a a o - j cr CD N c (D� m Z n _0 o G m O T ui C O N N S Z CO ,0, m OZ O0 -1 0 70 m � S 0 fD y: G) o m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: %il -S # / Job Address: 41 3 0- (f le Q!` C�,E Permit Number: 2.0 ;?O 00 6; C� I ❑ No one available for inspection: Time k/; M M Re -Inspection required: Yes /1 When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ushnspection Date: /® -% ^ ZD ?Inspector: -S� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 114'_% Job Address: 3 2- f�r- Permit Number: 0 ❑ No one available for inspection: Time Re -Inspection required: Yes, -'146r,.- When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co. uarinspection Date: /Q - f-�?o?- Inspector: S"� DO NOT REMOVE THIS NOTICE � � * i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /A/ S & "/- 1/a (_� Job Address: 's C% 7,?:- C ' ,; ,p rt- ^ Permit Number: C: tj ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ushnspection Date:-/,- Inspector: DO NOT REMOVE THIS NOTICE �1141 City of Wh6atP,.,,.dgc. COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: 10/8/2020 I pector Date City of Wheat Ridge Municipal Building 7500 W. 29t" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: October 6, 2020 PERMIT# ADDRESS: 3432 Clear Creek Drive, Wheat Ridge, CO LOT 1 , BLOCK 3 , CT TR VF.V"1P KUM&GO AT CLEAR CREEK CROSSING SUBDIVISION I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 184.3'W REAR: 93.7'E SIDE: 22.3' N SIDE: 82.5' S The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: N/A REAR: 5514.33' S E SIDE: 5514.32' N E SIDE: N/A All measurements have been determined on the following location: (Check only one): I Top of proposed foundation wall prior to placement of concrete X Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed Professional Surveyor + • p,I T �;e .A/ Print Matthew L Huffman Date 10/6/2020 www.ci.wheatridge.co.us Rev 11/2018 ��• X8183 r r a 0 0 +� � a r + .L "11/1/r t l I I 1k0\\\\\ Rev 11/2018 i CITY OF WHEAT RIDGE -.A Building Inspection Division ►/ (303) 235-2855 Office _�9r INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge.co. uslinspection Date Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOT/CE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: Q ;E J Job Address: Permit Number: ; ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co.usfinspection Date: 9,' /t' 1�' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: Q ;E J Job Address: Permit Number: ; ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co.usfinspection Date: 9,' /t' 1�' Inspector: DO NOT REMOVE THIS NOTICE � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001412 PERMIT NO: 202001412 ISSUED: 09/25/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 09/25/2021 JOB DESCRIPTION: Installation of (5) illuminated wall sign on West, South, East and North elevations; Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy; Installed gas pricers and faces on Double Faced illuminated monument; Install (1) flagpole and install (1) Ampersand sculpture; Location of signs: (5) Wall signs on North, West, South and East elevations of building; (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy; (1) Monument signage located at Southwest corner of lot; (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building Tenant: Kum & GO *** CONTACTS *** OWNER (515)457-6247 EVERGREEN CLEAR CREEK CROSSING GC (303)781-0106 JEFFREY PETERS 018700 FREEMAN SIGNS CO. SUB (303)781-0106 JEFFREY PETERS 018700 FREEMAN SIGNS CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,617.15 FEES Total Valuation 0.00 Plan Review Fee 246.12 Use Tax 432.96 Permit Fee 378.65 ** TOTAL ** 11057.73 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Wall signage is at maximum square footage for building; no additional wall signage may be added. � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001412 PERMIT NO: 202001412 ISSUED: 09/25/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 09/25/2021 JOB DESCRIPTION: Installation of (5) illuminated wall sign on West, South, East and North elevations; Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy; Installed gas pricers and faces on Double Faced illuminated monument; Install (1) flagpole and install (1) Ampersand sculpture; Location of signs: (5) Wall signs on North, West, South and East elevations of building; (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy; (1) Monument signage located at Southwest corner of lot; (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building Tenant: Kum & GO 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 municpal 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Tuesday, July 28, 2020 1:05:14 PM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 3432 Clear Creek Drive, Wheat Ridge CO Property Owner Name Kum & Go Property Owner Phone 515-226-0128 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address Attach City of Wheat Wheat Ridae Payment Form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name William Hayes What is your role in the General Contractor project? Wheat Ridge 18700 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments 1918B1155:iEll [0 bhayes@freemansig ns. net Retype Contact Email bhayes@freemansig ns. net Address DESCRIPTION OF WORK Scope of Work Installation of (5) illuminated wall sign on West, South, East and North elevations, Install (3) Illuminated cabinet signs on East, West and South elevations of Gas Pump canopy, Installed gas pricers and faces on Double Faced illuminated monument, Install (1) flagpole and install (1) Ampersand sculpture Square Footage 358.32 SF Name of Business Freeman Signs Location of Sign (5) Wall signs on North, West, South and East elevations of building, (3) Cabinet signs on East. West and South Elevations of Gas Pump(s) Canopy, (1) Monument signage located at Southwest corner of lot, (1) Flagpole located at Northwest Corner of building and (1) Ampersand Sculpture located at Southwest corner of building Is structural required? No Upload any 8 1/2" x 11" Field not completed. pages Sign Installation Plan Kum Go Wheat Ridae submittal documents.Ddf Set on 11'x17" only. Project Value (contract 20,617.15 value or cost of ALL $20,617.15 Valuation OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for William Hayes Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Structural Engineering Calculations for: Kum & Go 3432 Clear Creek Drive Wheat Ridge, CO Ampersand Logo, W O.A.H. Index Title........................................1 Basis for Design ........................................ 2 Wind Loads........................................3 Areas Subject to Wind Loads........................................4 BasePlate........................................5 Anchors........................................6 Anchor Data ........................................ 7-9 Drawing ........................................ Attached Prepared by: DJK Ventures 8/9/2020 16165 E Bates Dr. Aurora, CO 303-699-1690 Freeman Signs 3883 N. Monaco Pkwy Denver, CO 80207 303-781-0106 BASIS FOR DESIGN Project: Kum & Go Descript: Ampersand Logo, 8' O.A.H. BUILDING CODE: 2018 EDITION OF THE INTERNATIONAL BUILDING CODE APPROXIMATE SITE ELEVATION: GROUND ELEVATION = 5511 FT LIVE / SNOW LOADS: NA GRAVITY / DEAD LOADS: HOLLOW FIBERGLASS SIGN 10 PSF LATERAL LOAD PARAMETERS: WIND: RISK CATEGORY= it BASIC WIND SPEED, V = 107 MPH, 3 -SECOND GUST WIND EXPOSURE = C SEISMIC: < WIND, WIND GOVERNS WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: Kum & Go Descript: Ampersand Logo, 8' O.A.H. Ref: ASCE 7-16, Chapter 29 Wind Speed, V ult: 107 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhK tKdKeV2 (psf)............. ASCE 7-16 (Eq 29.3-1) Area # qh = 0.00256 Kh KZt Kd Ke V2 1) 17.32 0.00256 0.849 1.0 0.85 0.82 11449 Design Wind Load Calculation Table (Case A & B): W = qhG C (psf) >16 psf........ ASCE 7-16 (Eq 29.4-1) FIG. 29.3-1 & C29.3.1 Area # W (psf) qh G Cf s/h B/s Rmin Rmax e 1) 21.0 17.32 0.85 1.42 1.000 1.000 0.1875 ** 0.188 ** 0.15 B ** Rmin <_ 0.75, Cf has been be multiplied by (1-0.133Rmin) as permited per Figure 29.3-1, Note 3. *** Rmax <_ 0.4, force eccentricity is calculated as e=(0.2-0.25Rmax) per Figure 29.3-1, Note 3. SIGN COLUMN DESIGN Project: Kum & Go Descript: Ampersand Logo, 8' O.A.H. Ref: ASCE 7-16, Chapter 29; AISC Steel Construction Manual, 14th Edition, ASD Design Wind Speed, V: 107 MPH Ground Elevation: 5511 ft Consider Case B: No Monolithic: No Exposure: C Consider Case C: No Triangular: No Areas subject to Wind Description Height (s) (ft) Width (B) (ft) Depth (t) (ft) Area (sqft) Centroid (ft) Top (h) (ft) 0.6 W(Wind) (psf) sign Cabinet Weight (psf) 1) Sign Area 8.00 8.00 1.50 40.80 3.58 8.00 12.58 10 Calculation of Design Forces at Critical Heights Governing Load Combination (ASD): D + 0.6W Y (ft) M 6W+Mp (k -ft) M 6W+Mp (k -in) V 6W (kips) @ grade 1.84 22.1 0.513 8.00 Calc. of Eccentric Dead & Wind Load Moments /Torsion Sign Area Pp (kips) e' (ft) MD (kip ft) T.6w (kip ft) 1) 0.408 BASE PLATE AND ANCHORS Project: Kum & Go Descript: Ampersand Logo, 8' O.A.H. Ref: AADM Plate Design (6061-T651 Alum. Plate) Wind Load On Sign Wind Area Centroid Shear Moment psf sf ft lbs Ib -ft 12.58 40.80 3.58 513.16 1839.15 # of Base Plates = 1 Maximum Column Dimension, OD = 0.00 in, perpendicular to sign face Column type: Box Tube Number of Anchor Rods, n = 4 per line, front & back Moment Transferred to Base Plate, M = 1,839 Ib ft, from "Sign Column Design" sheet Bolt Line Spacing, L = 21.00 in, front to back 6061-T651 (Welded) Alum. Plate, Fy = 11.8 ksi Base Plate Dimensions: N(perp) = 24.00 B(par) = 72.00 in Tension per Bolt Line, T= 1,051 Ib, = MIL, simple moment couple Max Moment on the Plate, MPI = 11.0 kip -in, = T((L-OD)/2) Loads At Fasteners Min. Plate Thickness, tmin = 0.279 in, = Sgrt(6*Mpl/(8*Fy)) Actual Plate Thickness = 0.500 in <<<OK Tension per Anchor, Ta = Shear per Anchor rod = Allowable Shear Strength = 0.263 kips = T/n 0.064 kips 2.278 kips = 0.45A b F„/2 8/9/2020 9:52 AM HILT/ ANCHORS Project: Kum & Go Descript: Ampersand Logo, 8' O.A.H. Ref: 2018 Hilti Manual Hilti Anchors at Tower: Spacing: Analysis Type: Strength Design (SD) Anchor Type: Stainless Steel Diameter: 0.38 in Eff. Embedment: 2.000 in Nominal Embed: 2.313 in SD Allow. Tension, (�Nn : 1520.00 lbs SD Allow. Shear, (�Vn:: 1685.00 lbs 8/9/2020 9:52 AM HKB-TZ Adhesive Type: N/A Base Material: Cracked Concrete Base Material Strength: 2500 psi Required Tension (Nd): 262.74 lbs (Re: Calc) Required Shear (Vd): 64.14 lbs (Re: Calc) Steel Strength in Tension, (�Nsa: 4475 lbs Steel Strength in Shear, (�Vsa: 3070 lbs Factors for Strength Design: Spacing: Load Ad*. Factor: ASD Factor (aASD): N/A 1.60 Tension Spacing Factor, (fAN): >12 1.00 Tension Edge Dist Factor, (fRN): 9 1.00 Shear Spacing Factor, (fAV): >12 1.00 Shear Edge Dist Factor, (fRV): 9 1.00 Concrete Thick Factor, (fHV): >12 1.00 Allowable Tension (Ndes,ASD): 950.00 lbs Allowable Shear (Vdes,ASD): 1053.13 lbs (1.6, All forces from Wind, Conservative) Interaction Equation a = 1.67 (5/3) (Nd / Ndes,AASD)Aa + (Vd / Vdes,ASD)Aa:5 1 0.13 <1.0,O.K. 3.3.5 KWIK Bolt TZ Expansion Anchor Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 17. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Aa as follows: for sand -lightweight, Aa = 0.68; for all -lightweight, Aa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/2 -in diameter by 2 -in effective embedment depth - ar,,.,$ = 0.64 All other sizes - aN,sd, = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. 278 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hifi.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 Nominal Tension - (pNa Shear - q)Va anchor Effective Nominal diameter embed. embed. f'. = 2,500 psi f'c = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi f'. = 2,500 psi f'. = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi in. in. (mm) in. (mm) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (M) Ib (M) Ib (kN) 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 3/8 (51) (59) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (60) (8.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-7/16 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (113) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 7,825 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) (119.9) Table 16 - Hilti KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure in cracked concrete' '2,3,4,5 Nominal Tension - cpNa Shear - On anchor Effective Nominal diameter embed. embed. f'� = 2,500 psi f'. = 3,000 psi f'c = 4,000 psi f. = 6,000 psi f'c = 2,500 psi f'. = 3,000 psi f'c = 4,000 psi f'c = 6,000 psi in. in. (mm) in. (mm) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (M) Ib (kN) 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 (51) (59) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (60) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 19 to 26 as necessary. Compare to the steel values in table 17. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Aa as follows: for sand -lightweight, Aa = 0.68; for all -lightweight, Aa = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/2 -in diameter by 2 -in effective embedment depth - ar,,.,$ = 0.64 All other sizes - aN,sd, = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. 278 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hifi.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 17 - Steel strength for Hilti KWIK Bolt TZ stainless steel anchorsl2 Nominal anchor diameter Tensile (pNsa3 Shear (pVa4 Seismic shear(pV.aes in. Ib (kN) Ib (kN) Ib (kN) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile (PN,, = (p A$.,N fu1a as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with (pV. < (P 0.60 ASa.v fu,a as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with q)VSe eq < 4) 0.60 Asa.v f,,. as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Figure 3 Anchors not permitted f� in shaded area Case 2 E U Case 1 UE Concrete s '".' Edge For a specific edge distance, the permitted spacing is calculated as follows: `Smin,1 — Smin) / s — Smin,2 + � (C — Cmin.2� (C — C mint min) Table 18 - Stainless steel Hilti KWIK Bolt TZ installation parameters' N 0) E cm,,., at smi"., CO CLN s---------------------- -- cmh.2 at Smi".2 Gd.qn edge distance c Setting 4,475 3,070 4,470 1,835 3/8 5/8 3/4 information Symbol Units 19.9 13. (19.9) (8.2) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile (PN,, = (p A$.,N fu1a as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with (pV. < (P 0.60 ASa.v fu,a as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with q)VSe eq < 4) 0.60 Asa.v f,,. as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Figure 3 Anchors not permitted f� in shaded area Case 2 E U Case 1 UE Concrete s '".' Edge For a specific edge distance, the permitted spacing is calculated as follows: `Smin,1 — Smin) / s — Smin,2 + � (C — Cmin.2� (C — C mint min) Table 18 - Stainless steel Hilti KWIK Bolt TZ installation parameters' N 0) E cm,,., at smi"., CO CLN s---------------------- -- cmh.2 at Smi".2 Gd.qn edge distance c Setting 8,665 4,470 4,470 3/8 1/2 5/8 3/4 information Symbol Units (38.5) (19.9) (19.9) 2 2 13,410 6,415 6,080 3-3/4 5/8 embedment' e' (mm) (51) (51) (59.7) (28.5) (27.0) (95) (121) 18,040 10,210 8,380 4 3/4 4 6 6 8 5 (80.2) (45.4) (37.3) 8 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile (PN,, = (p A$.,N fu1a as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with (pV. < (P 0.60 ASa.v fu,a as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with q)VSe eq < 4) 0.60 Asa.v f,,. as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Figure 3 Anchors not permitted f� in shaded area Case 2 E U Case 1 UE Concrete s '".' Edge For a specific edge distance, the permitted spacing is calculated as follows: `Smin,1 — Smin) / s — Smin,2 + � (C — Cmin.2� (C — C mint min) Table 18 - Stainless steel Hilti KWIK Bolt TZ installation parameters' N 0) E cm,,., at smi"., CO CLN s---------------------- -- cmh.2 at Smi".2 Gd.qn edge distance c Setting Nominal anchor diameter d 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum h in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment' e' (mm) (51) (51) (83) (79) (102) (95) (121) in. 4 5 4 6 6 8 5 6 86 8 8 Min. member thickness hmin (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Cm'n.1 (mm) (64) (73) (54) (83) (60) (108) (102) Case 1 for in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 Smin 1 '' (mm) (127) (146) (133) (140) (140) (254) (216) in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 Cmin,2 (mm) (89) (114) (83) (105) (108) (241) (178) Case 2 for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 s i i (mm) (57) (73) (51) (70) (60) 1 (127) 1 (102) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where cmin,, < C < Cmin2' will determine the permissible spacings. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 279 3.3.5 KWIK Bolt TZ Expansion Anchor Table 19 - Load adjustment factors for 3/8 -in. diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete' .2 Table 20 - Load adjustment factors for 3/8 -in. diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete 1,2 Edge Edge distance in shear Conc. 3/8 -in. KB -TZ SS Spacing distance Spacing II to and thickness uncracked concrete factor factor in factor 1 toward away from factor in in tension tension in shear3 edge edge shear' fl, { • RN { l AV fRV fRV f • HV Effective in. 2 2 2 2 2 2 embed. hel (mm) (51) (51) (51) 1 (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. hn- (mm) (59) (59) (59) (59) (59) (59) ai 2-14 5 0.69 n/a 0.59 n/a n/a n/a 2 2-1/2 64 0.71 0.60 0.60 0.49 0.60 n/a U C 3 76 0.75 0.69 1 0.62 0.64 0.69 n/a 0 3-1/2 89 0.79 0.80 0.64 0.81 0.81 n/a E 4 102 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 114 0.88 1.00 0.69 1.00 1.00 0.86 CO 5 12 0.92 0.71 0.91 s 5-1/2 140 0.96 0.73 0.95 ami2) 6 (152) 1.00 0.75 1.00 s 7 178 0.79 `-' 8 203 0.83 9 229 0.87 10 254) 0.91 Co U CL 11 (279)0.95 0.96 U)12 12 (305) 1.00 Table 20 - Load adjustment factors for 3/8 -in. diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete 1,2 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAv, assumes an influence of a nearby edge. If no edge exists, then f, 4 Concrete thickness reduction factor in shear, fHv, assumes an influence of a nearby edge. If no edge exists, then f HV = 1.0. O If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 280 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 Edge Edge distance in shear Conc. 3/8 -in. KB -TZ SS Spacing distance Spacing II to and thickness cracked concrete factor factor in factor 1 toward away from factor in in tension tension in sheaO edge edge shear' /AN /RN fAV fl, fRV fHV Effective in. 2 2 2 2 2 2 embed. hel (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. hA_ (mm) (59) (59) (59) (59) (59) (59) 43 2-1/4 5 0.69 n/a 0.59 n/a n/a n/a 2 2-12 64 0.71 0.87 0.60 0.49 0.87 n/a U C 3 76 0.75 1.00 0.62 0.65 1.00 n/a 0 3-12 (89) 0.79 1.00 0.65 0.82 1.00 n/a " E 4 (102) 0.83 0.67 1.00 0.82 4-1/2 114 0.88 1 0.69 0.87 "c C: - 5 12 0.92 0.71 0.91 s 140) 0.96 0.73 0.96 En cn 6 52) 1.00 0.75 1.00 Y 7 178) 0.79 CQD -- r 203 0.83 9 229 0.87 10 254) 0.92 U CZ 11 (279) 0.96 ct) 12 (305) LL -MO 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAv, assumes an influence of a nearby edge. If no edge exists, then f, 4 Concrete thickness reduction factor in shear, fHv, assumes an influence of a nearby edge. If no edge exists, then f HV = 1.0. O If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 280 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 j ly3anldinos m E z m 0 Q 0� pQl K D 0 F Z a :uog uosa0 :uoisinaa :uoisinaa Nf0 Ag uN,eiO OZOZ/6/8 :a1e0 • up 'q Y :uo (,:)saa 00'2001H 1V3HM a0 N33HO ifV3lp ZE:K :uolIeOOI os -s Wf1H :OWEN 4of w0Z0:B - OZOZ '60 6nV :pa!J!P.n 1s01 .6p.1 :}aayg 6.p'00 'a6p!y 102gM 00 pu0 wn„\Z6C9 4c!19nd0V\dwa)\I..I\0I0pdd0\746!uN p!n00\s,asn\:0 :a!j O Z F - z F 0 Z O Lu J W JLL Q ui L, Y Z O u O u_ >w� OwO F o ui liljWLL F- - z d z I O (j O O W } _ U m ZEn U1 W LL OZ K ogFz Z W(9a:5 wn LLI LL J D U U) 0 Z Q U) ^W I.CL C Q 0 K D 0 F Z a ZFOF- WSN O m w gx o 0 U J H O J 3 aW c`tv� C) xu LL =_(n 06 �m\� 0 W N \mom l Z J m Q W O Z F - z F 0 Z O Lu J W JLL Q ui L, Y Z O u O u_ >w� OwO F o ui liljWLL F- - z d z I O (j O O W } _ U m ZEn U1 W LL OZ K ogFz Z W(9a:5 wn LLI LL J D U U) 0 Z Q U) ^W I.CL C Q Reviewed for Zoning Compliance by the 6 A City of Wheat Ridge Planning Division r APPROVED BY: DATE: 7/29/2020 COMMENTS: Signage complies with approved Design Pattern Book and SDP Note: No additional wall signage maybe added. Signs are at maximum square footage for building. FUTURE DEVELOPMENT —BY OTHERS------------------------------------------------------------- - city or 'COW heat E,idPTMMrUNITY DEVELOPMN APPROVED Reviewed for Code Comolianee Randy Slusser 9/25/2020 Plans Examiner Date YgWYLe.rrLY IraLl me u,—.I P~. evwaa 0yre..we<y�mmro orW comPufvMm mog nm ee o n•••�wf , w on oeaowa o!. o,n �oronw, m any of the wow,mm ArneWW&V code o. 0 op ay and—ors. Permm pre—g to g" oudwny to wobir ore i the yw,crau of tee OLAWO nod. oroMr, ordbencn o/IA. CRy 0.0 not Ae w U SITE LEGEND NOTE: RIGHT-OF-WAY NOTE NORTHERN ADJACENT PROPERTY IS TO BE DESIGNED ALL WORK WITHIN RICHT—OF—WAY IS DESIGNED AND CONSTRUCTED BY THE AND DEVELOPED BY OTHERS AND IS SHOWN IN CONCEPT OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. AND FOR REFERENCE ONLY. SITE KEY NOTES NO. DESCRIPTION O BUILDING ENTRY O BUILDING CANOPY OVERHANG O3 PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. O4 SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT OS 6' INTEGRAL CURB (DETAIL D — SHEET 32) © EXISTING RETAINING WALL O7 LIMTfS OF PROPOSED PAVEMENT O4' DIAMETER BOLLARDS (DETAIL F — SHEET 28) INVERTED 'U' BIKE RACK ON 5.0'X6.5'X4' O9 THICK CONCRETE (DETAIL I — SHEET 28) BOLLARD MOUNTED ADA VAN PARKING SIGN JC 10 (DETAIL B — SHEET 28) J 11 BOLLARD MOUNTED ADA PARKING SIGN ECTION (DETAIL B — SHEET 28) 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP Ons ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 2Y MAX. SLOPE IN ALL DIRECTIONS. INTEGRAL COLORED CONCRETE 15 (DETAIL E — SHEET 28) O16 AMERICAN FLAG POLE, 12' RADIUS SHOWN FOR REFERENCE (D — SHEET 34) 17 TRANSFORMER OTHER TENANT SIGN 18 (KUM&GO MONUMENT SIGN) (DErAIL B — SHEET 34) 19 UNGERGROUND STORAGE TANKS 20 TANK OVERDIG LIMITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR TRASH ENCLOSURE 22 (SEE ARCHITECTURAL PLANS FOR DETAILS) 23 AIR MACHINE ON 4'X4' PAD (DETAIL A — SHEET 28) BIKE REPAIR STATION 24 (DETAIL A — SHEET 34) 25 EXISTING FIRE HYDRANT 26 4' WIDE YELLOW PAVEMENT MARKING, TYP. 27 4' YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' 28 DIRECTIONAL ARROW, TRAFFIC WHITE PAINT 29 THERMOPLASTIC PAVEMENT MARKING (COLOR AS INDICATED) PROPOSED STOP SIGN 30 (DETAIL C — SHEET 28) O31 AMPERSAND SCULPTURE (PUBLIC ART) (DETAIL A — SHEET 35) SITE BENCH 32 (DETAIL E — SHEET 34) 33 PATIO AREA (DETAIL C — SHEET 34) 34 PEDESTRIAN CROSS WALK ROLL OVER CURB 35 (DETAIL G&L — SHEET 28) 36 PROPANE CAGE 37 MISCELLANEOUS MERCHANDISE 38 FIREWOOD 39 RED BOX(ES) ® ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK q2 TRAFFIC TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE (DETAIL G — SHEET 29) PATIO FENCE 43 (SEE BUILDING ELEVATIONS FOR DETAIL O TRASH & RECYCLING RECEPTACLES 45 CLEAN OUTS (M.) I 0 20 40 60 GRAPHIC SCALE IN FEET 1459 Grand Avenue :s Moines, Iowa 50309 P: 515-226-0128 Z_ O 01� O U ti Y Lu c-6 LU W O U Z � i Q [If LU EM LIS C7 U z Y a 0 0 06 Y Z Q W F— CO KG PROJECT TEAM: RDLL ROBERT FIESIG SDI.t DAN GARNEAU CPN.BRETTSTUPP 0 U 0 a 0 Z U) 0 a DATE 05108120 SHEET NUMBER. C1.0 6 OF 36 M & GO #231( INDICATES CONCRETE PAVEMENT INDICATES CONCRETE SIDEWALK INDICATES PERMEABLE PAVERS p® C}i 600 b LIGHT POLES EXISTING CURB AND GUTTER CURB AND GUTTER to INDICATES ROW PARKING COUNT /--29--',INDICATES SPACES PARKING TOTAL — — — — PROPERTY BOUNDARY NOTE: RIGHT-OF-WAY NOTE NORTHERN ADJACENT PROPERTY IS TO BE DESIGNED ALL WORK WITHIN RICHT—OF—WAY IS DESIGNED AND CONSTRUCTED BY THE AND DEVELOPED BY OTHERS AND IS SHOWN IN CONCEPT OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. AND FOR REFERENCE ONLY. SITE KEY NOTES NO. DESCRIPTION O BUILDING ENTRY O BUILDING CANOPY OVERHANG O3 PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. O4 SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT OS 6' INTEGRAL CURB (DETAIL D — SHEET 32) © EXISTING RETAINING WALL O7 LIMTfS OF PROPOSED PAVEMENT O4' DIAMETER BOLLARDS (DETAIL F — SHEET 28) INVERTED 'U' BIKE RACK ON 5.0'X6.5'X4' O9 THICK CONCRETE (DETAIL I — SHEET 28) BOLLARD MOUNTED ADA VAN PARKING SIGN JC 10 (DETAIL B — SHEET 28) J 11 BOLLARD MOUNTED ADA PARKING SIGN ECTION (DETAIL B — SHEET 28) 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP Ons ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 2Y MAX. SLOPE IN ALL DIRECTIONS. INTEGRAL COLORED CONCRETE 15 (DETAIL E — SHEET 28) O16 AMERICAN FLAG POLE, 12' RADIUS SHOWN FOR REFERENCE (D — SHEET 34) 17 TRANSFORMER OTHER TENANT SIGN 18 (KUM&GO MONUMENT SIGN) (DErAIL B — SHEET 34) 19 UNGERGROUND STORAGE TANKS 20 TANK OVERDIG LIMITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR TRASH ENCLOSURE 22 (SEE ARCHITECTURAL PLANS FOR DETAILS) 23 AIR MACHINE ON 4'X4' PAD (DETAIL A — SHEET 28) BIKE REPAIR STATION 24 (DETAIL A — SHEET 34) 25 EXISTING FIRE HYDRANT 26 4' WIDE YELLOW PAVEMENT MARKING, TYP. 27 4' YELLOW PARKING STRIPING, 2' OFF CENTERED AT 45' 28 DIRECTIONAL ARROW, TRAFFIC WHITE PAINT 29 THERMOPLASTIC PAVEMENT MARKING (COLOR AS INDICATED) PROPOSED STOP SIGN 30 (DETAIL C — SHEET 28) O31 AMPERSAND SCULPTURE (PUBLIC ART) (DETAIL A — SHEET 35) SITE BENCH 32 (DETAIL E — SHEET 34) 33 PATIO AREA (DETAIL C — SHEET 34) 34 PEDESTRIAN CROSS WALK ROLL OVER CURB 35 (DETAIL G&L — SHEET 28) 36 PROPANE CAGE 37 MISCELLANEOUS MERCHANDISE 38 FIREWOOD 39 RED BOX(ES) ® ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) PROPOSED SIGNAGE DIRECTING TRUCK q2 TRAFFIC TO EXIT VIA THE YOUNGFIELD SERVICE ENTRANCE (DETAIL G — SHEET 29) PATIO FENCE 43 (SEE BUILDING ELEVATIONS FOR DETAIL O TRASH & RECYCLING RECEPTACLES 45 CLEAN OUTS (M.) I 0 20 40 60 GRAPHIC SCALE IN FEET 1459 Grand Avenue :s Moines, Iowa 50309 P: 515-226-0128 Z_ O 01� O U ti Y Lu c-6 LU W O U Z � i Q [If LU EM LIS C7 U z Y a 0 0 06 Y Z Q W F— CO KG PROJECT TEAM: RDLL ROBERT FIESIG SDI.t DAN GARNEAU CPN.BRETTSTUPP 0 U 0 a 0 Z U) 0 a DATE 05108120 SHEET NUMBER. C1.0 6 OF 36 M & GO #231( i 10O r, n N 0 U) a FINISH LEGEND KEYNOTE LEGEND PF -I URBANE BRONZE 3.01 STONE VENEER BY ARRISCRAFT SHADOW STONE -STEEL GREY 3.05 CONCRETE CURB 3.08 ADAIR LIMESTONE BASE COURSE BY ARRISCRAFT 5.02 PREFINISHED METAL COPING, COLOR: URBANE BRONZE. OVER FIBERGLASS CORNICE. PAINT TO MATCH URBANE BRONZE 5.06 METAL SEAM CANOPY; MATCH BERRIDGE -DARK BRONZE' 7.04 JAMES HARDIE VERTICAL SIDING AND BATTEN TRIM FIBER CEMENT PANEL: 24'x9'-0' PANEL, COLOWMATCH SHERW IN W ILLIAMS'REPOSE GRAY', OFC] 7.06 NICHIHA FIBER CEMENT PANEL. VINTAGEWOOD; 181x1(Z PANEL, COLOR:CEDAR, OFCI 7.07 NICHIHA FIBER CEMENT CORNER TRIM, TO MATCH ADJACENT PANELS,OFCI 7.09 CONTROL JOINT EVERY 30•-0'AS NEEDED PER MANUFACTURERS RECOMMENDATION, CAULKING TO MATCH ADJACENT WALL 7.24 PREFINISHED ALUMINUM COMPOSITE PANEL WITH MATCHING COPING; COLOR:TOR RED 8.01 ALUMINUM STOREFRONT, POWDER COATED; COLOR:OIL-RUBBED BRONZE 8.02 COLUMN WRAPPED IN BRAKE METAL, POWDER COATED; COLOR:OIL-RUBBED BRONZE 1021 SIGNAGE PROVIDED BY OWNER. GC TO PROVIDE BLOCKING TO EXTENTS 13.01 KNOX BOX TO BE INSTALLED AT 6'-0' AFF 13.02 FIRE EXTINGUISHER TO BE INSTALLED AT 7'-2• AFF TO THE BOTTOM OF THE CABINET 13.04 E -STOP, REF PETRO FOR MOUNTING INFORMATION C,1 C S�6N. B.6 6.4 B.2 B.1 OB AO a I A6.1 A5 SIM A5 l 5.02 I 1031 5.06 I 7.07 I 5.02 .. I ........ I 122.6• .. .I .. BLADE 120-W- . _....... _. TOP OF FRAMQJG AT CAFE 102' i TOP OF FRAMDVG 118-9 BEYOND I I I I 724 Q I I I I BEYOND I 7 I I I I 704 A6.1 I I I I 5.D6 7.06 I I I I I I BEYOND I I I I zofi I I I I 72 OH I OH 77 i 3.01 A6 A6 3.08 7.09 3.08 A5.1 C I A 2 I 3.05 A5.1 ' BEYOND • 3.01 100.0 LEVEL 1 SIDE ELEVATION --sr"-fm x -a °' 5 1 1 1.3 Y.5 2 2 AS tNTERED 516NAs -6. s 3.3TOP OF FRAMING AT BLADE IGNAGE TO BE A6.I AS %o 4 ON DOOR 'y I 724 1 10.21 7.04 7A7 7.09 5.02 L•{OF 6•-1' PF -1 PF -7 �r.1 120 -10' 5.02 TOP OF FRAMING AT CAFE I I .5.02 119'-10' 178.-9- 5.06 7.07 TOP OF FRAMING I I 6 dS�ZS(szSlsS�5�SJET TYP I a 7 TYP= I r-� 5 4 A6.1 -- � YOND 1 A6 A5.1 I I I 5.06 5'� I BO SOFFIT BEYOND 8.01 7.01 I TYP 8.01 7YP 8.02 I 10 I 3.01 I A6 7.06 2 I I 3101mam BEYOND ASA3.08 3.08 -4 LBOND Cit of 100 -o 13.04 73.02 3.05 8.01 8.02 8.01 13.04 13.02 13.01 7.Ofi 3.08 LEVEL 1 O FRONT ELEVATION Wt?�i r✓2t�3 i T� TYP Wheat Ridge A ,/4'=1'4Y Building Divisio CeprrieM a.lka welen vn ve ' n:u.a a e.rinetn , NJ. eAiE OLSCPFIIGY KUM & GO #2310 3432 Clear Creek DrlV Wheat Ridge, CO FA 63123100 -1-en.- NON-PROTO RIGHT DOOR a+abn.I5e.1 O 5926 SFD AF � snue nuc EXTERIOR._ . A4 FINISH LEGEND KEYNOTE LEGEND PF -1 URBANE BRONZE 3.01 STONE VENEER BYARRISCRAFT SHADOW STONE -STEEL GREY 3.D5 CONCRETE CURB 3.08 ADAIR LIMESTONE BASE COURSE BY ARRISCRAFT 5.02 PREFINISHED METAL COPING. COLOR URBANE BRONZE. OVER FIBERGLASS CORNICE. PAINT TO MATCH URBANE BRONZE 5.06 METAL SEAM CANOPY; MATCH BERRIDGE'DARK BRONZE' 7.04 JAMES HARDIE VERTICAL SIDING AND BATTEN TRIM FIBER CEMENT PANEL; 24'x91-0' PANEL, COLORMATCH SHERW IN W ILUAMS'REPOSE GRAY, OFCI 7.05 JAMES HARDIE VERTICAL SIDING AND BATTEN TRIM FIBER CEMENT PANEL; 2455'-0' PANEL• COLORMATCH SHERW IN WILLIAMS *DORIAN GRAY-, OFCI 7.06 NICHIHA FIBER CEMENT PANEL, VINTAGEWOOD; 18'x10' -W PANEL. COLORCEDAR, OFCI 7.07 NICHIHA FIBER CEMENT CORNER TRIM. TO MATCH ADJACENT PANELS, OFCI 7.09 CONTROL JOINT EVERY W -(r AS NEEDED PER MANUFACTURER'S RECOMMENDATION, CAULKING TO MATCH ADJACENTWALL 7.11 6'-0' HIGH METAL MECHANICAL UNIT SCREEN; COLOR WHITE 7.24 PREFINISHED ALUMINUM COMPOSITE PANEL WITH MATCHING COPING; COLORTOR RED 7.31 SCUPPER 8'x 12' 8.01 ALUMINUM STOREFRONT, POWDER COATED; COLOR:OIL-RUBBED BRONZE 8.02 COLUMN WRAPPED IN BRAKE METAL. POWDER COATED; COLOROIL-RUBBED BRONZE 1021 SIGNAGE PROVIDED BY OWNER. GC TO PROVIDE BLOCKING TO EXTENTS REAR ELEVATION USIDE ELEVATION EI_jff &7-�-0003 Building Division 3432 Clear Creek D,i— Wheat Ridge, CO cm & o WM.....-v. GS r WM 04/10/20 o,elen ne. 63123100 - - NON-PROTO RIGHT - - - DOOR essbiul5asl -1T' yE�E A- 926 •SFO AR � EXTERIOR FLFVATTI]NS A4.1 �aaAao r7 *DOWNSTEEL COLUMN SPOUT E -- - TOP PLATE VENT LINE ATTACHMENT PLATE WELDED TO COLUMN AND VENT PIPE 2' VENT LODES WITH COUPLINGS TO BE INSTALLED BY FUEL CANOPY INSTALLER, REF PETRO FOR LOCATIONS PETRO CONTRACTOR TO MAKE FINAL j CONNECTION �jVti________.OUTE INSTALLED BY COLUMN CLADDING FUEL CANOPY INSTALLER, REF NOT SHOWN FOR FINALCPETRO OR CONNECTION TIONS CLART• PETRO CONTRACTOR TO MAKE FINAL CONNECTION TOPVIEWOFCOLUMN— STANDARD COLUMN AND VENT DETAILS 6 NOT TO SCALE - FLASHING OVER NICHIHA PANEL TO BE SECURED TO FRAME STRUCTURE AND BRACING ARE SHOWN FOR GRAPHICAL PURPOSES ONLY AND ARE TO BE DESIGNED BY THE FUEL CANOPY MANUFACTURER T— �L STRUCTURE AND BRACING ARE SHOWN FOR GRAPHICAL PURPOSES ONLY ANO ARE TO BE DESIGNED BY THE FUEL CANOPY MANUFACTURER HI o A-C.M. FASCIA -� COLOR:NICHIHA FIBER CEMENT PANEL BRONZE VINTAGEWOOD; 18• x10-0• PANEL, CONTINUOUS CONCEALED GUTTER COLOR: CEDAR AROUND PERIMETER OF FASCIA NICHIHA STARTER TRACK METAL DECK BOTTOM FLASHING COLOR: WHITE CONTINUOUS CONCEALED GUTTER AROUND PERIMETER OF FASCIA META CK LOWER CANOPY COLOR: HI COLOR: WHITE 4 1,7C=1'-4)' UPPER CANOPY 721'-0- TOCEDAR tte'-0' BOCEDAR ,1T-_ _ TO FAS6-CVI 115aa- 121' 6 BO FASCIA KEYNOTE LEGEND 3.01 STONE VENEER BY ARRISCRAFT SHADOW STONE STEELGREY 7.06 NICHIHA FIBER CEMENT PANEL. VINTAGEWOOD; 181170'-0• PANEL. COLOR:CEDAR, OFCI 7.21 METAL FASCIA PANEL; COLOR:BRONZE 1021 SIGNAGE PROVIDED BY OWNER, GC TO PROVIDE BLOCKING TO EXTENTS SHEET NOTES 1. GENERAL CONTRACTOR TO COORDINATE SITE CONDITIONS AND REQUIREMENTS WITH FUEL CANOPY VENDOR. 2. STRUCTURE TO BE STEEL, MEETING THE GUIDELINES SETFORTH IN THE SPECIFICATIONS. 121'-0• TOEDAR C 1 •0 _ _ NV BOO CEDAR "I"; TO FASCIA - — 115-6 80 FASCN GRADE AT HIGHEST ELEVATKtI L J L J ONORTH ELEVATION .0 Ik4r 'P' FOOTINGS TO BE DESIGNED BY FUEL CANOPY -LI- MANUFACTURER .LMANUFACTURER AND COMPLY WITH PROJECT 1 1 CONDITIONS AND APPLICABLE CODES. AND \I INSTALLED BY GC. TYP GRADE AT HIGHEST ELEVATION. TYP L_ J. FOOTINGS TO BE DESIGNED BY FUEL CANOPY MANUFACTURER AND COMPLY WITH PROJECT CONDITIONS AND APPLICABLE CODES, AND INSTALLED BY GC, TYP L J SOUTH ELEVATION DECK PAN, TYP "- - COLLECTOR BOX — 2- VENT LINES. BY FUEL CANOPY 118- 0' MANUFACTURER BO CEDAR' REF PETRO FOR LOCATION 71T-6-_ STEEL COLUMN TOGRADEO. 4• PVC DRAIN. MOUNTED TYP TO THE FACE OF THE 3 STEEL COLUMN, EFCIVIL FOR CONNECTION TO 7.06 STORM SEWER PIPING TO FUEL TANKS, 1 REF PETRO COLUMN BASEPLATE STANDARD COLUMN AND VENT DETAILS 6 NOT TO SCALE - FLASHING OVER NICHIHA PANEL TO BE SECURED TO FRAME STRUCTURE AND BRACING ARE SHOWN FOR GRAPHICAL PURPOSES ONLY AND ARE TO BE DESIGNED BY THE FUEL CANOPY MANUFACTURER T— �L STRUCTURE AND BRACING ARE SHOWN FOR GRAPHICAL PURPOSES ONLY ANO ARE TO BE DESIGNED BY THE FUEL CANOPY MANUFACTURER HI o A-C.M. FASCIA -� COLOR:NICHIHA FIBER CEMENT PANEL BRONZE VINTAGEWOOD; 18• x10-0• PANEL, CONTINUOUS CONCEALED GUTTER COLOR: CEDAR AROUND PERIMETER OF FASCIA NICHIHA STARTER TRACK METAL DECK BOTTOM FLASHING COLOR: WHITE CONTINUOUS CONCEALED GUTTER AROUND PERIMETER OF FASCIA META CK LOWER CANOPY COLOR: HI COLOR: WHITE 4 1,7C=1'-4)' UPPER CANOPY 721'-0- TOCEDAR tte'-0' BOCEDAR ,1T-_ _ TO FAS6-CVI 115aa- 121' 6 BO FASCIA KEYNOTE LEGEND 3.01 STONE VENEER BY ARRISCRAFT SHADOW STONE STEELGREY 7.06 NICHIHA FIBER CEMENT PANEL. VINTAGEWOOD; 181170'-0• PANEL. COLOR:CEDAR, OFCI 7.21 METAL FASCIA PANEL; COLOR:BRONZE 1021 SIGNAGE PROVIDED BY OWNER, GC TO PROVIDE BLOCKING TO EXTENTS SHEET NOTES 1. GENERAL CONTRACTOR TO COORDINATE SITE CONDITIONS AND REQUIREMENTS WITH FUEL CANOPY VENDOR. 2. STRUCTURE TO BE STEEL, MEETING THE GUIDELINES SETFORTH IN THE SPECIFICATIONS. 121'-0• TOEDAR C 1 •0 _ _ NV BOO CEDAR "I"; TO FASCIA - — 115-6 80 FASCN GRADE AT HIGHEST ELEVATKtI L J L J ONORTH ELEVATION .0 Ik4r 'P' FOOTINGS TO BE DESIGNED BY FUEL CANOPY -LI- MANUFACTURER .LMANUFACTURER AND COMPLY WITH PROJECT 1 1 CONDITIONS AND APPLICABLE CODES. AND \I INSTALLED BY GC. TYP GRADE AT HIGHEST ELEVATION. TYP L_ J. FOOTINGS TO BE DESIGNED BY FUEL CANOPY MANUFACTURER AND COMPLY WITH PROJECT CONDITIONS AND APPLICABLE CODES, AND INSTALLED BY GC, TYP L J SOUTH ELEVATION GRADE AT HIGHEST ELI 6I6-14 16 121'-0' 4 NV TOCEDAR �IEYOND 118- 0' 721 BO CEDAR' FC2 71T-6-_ TO FASCIA IL TYP 3 BEYOND BO FASCIA 7.06 FC2 1 GRADE AT HIGHEST ELI FOOTINGS TO BE DESIGNED BY FUEL CANOPY MANUFACTURER AND COMPLY WITH PROJECT CONDITIONS AND APPLICABLE CODES, AND INSTALLED BY GC. TYP L J L J EAST ELEVATION 10.21 '.4 1021 iY 4 y TYP FC2 TMP T FC2 3.01 TKIN,TYP TYP 3 BEYOND TYP 7.06 FC2 1 FC3 ✓ATION,TYP FOOTINGS TO BE DESIGNED BY FUEL CANOPY MANUFACTURER AND COMPLY WITH PROJECT CONDITIONS AND APPLICABLE CODES, AND INSTALLED BY GC. TYP L J L J EAST ELEVATION GRADE AT HIGHEST ELEVI 721a 10.21 '.4 4 3.01 TYP FC2 TMP T TO CEDAR TKIN,TYP City Q 3 BEYOND 7.06 FC2 115-0• BO CEDAR TOO TO FASCIA 115-6 80 FASCIA GRADE AT HIGHEST ELEVI 721a 10.21 '.4 4 3.01 TYP FC2 TMP T TKIN,TYP City Q FOOTINGS TO BE DESIGNED BY FUEL CANOPY MANUFACTURER AND COMPLY WITH CONDITIONS AND APPLICABLE ODES, AND INSTALLED BY GC, TYP L J L J OWEST ELEVATION 1 118- = V -0 - Wheat R 3432 Clear Creek Drive Wheat Ridge, CO WM . WM°.. 04/30/20 63123100 - -j- P. - STACKED 8 DISPENSER Pr°Ie.Yonal Se.l — 01,OR.4D 4: •" O A- SEb AR F Building Divi sn..n. - FUEL CANOPY FLFVATTnNS _ FC2 4 6'x 12' OVAL WALL SIGN 0 151" A - Waras*m"J OVAL MEASUREMENTS & SQUARE F®®TAGLES 1225 North Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.587.7171 fax: 918.587.7176 web: (14sigimurn 5" OVAL WALL ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN BY: SIGN TYPE:_ DWG DATE- ISSUES/REVISIONS: SHEET N0. Kum & Go Stores Terry Howard Terry Howard Main Building ID Sign 01.31.18 �-�,0 0 5 x 9' GO FRESH BUILDING SIGN . w1or ttaftW MARKET SK1.1ma0mo.- 9 Pizza & Sandwiches & Bakery . More 1225 North Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.5 8 7.7171 fax: 918.587.7176 web: cnfsigns.com FONT: Throw My Hands Up In The Air PMS: 200c CMYK: 0.100.75.20 RGB: 204.0.51 HEX: #cc0033 DROP SHADOW: Black FONT: Archer Bold PMS: 100% Black CMYK: 0.0.0.100 RGB: 35.31.32 HEX: #000000 ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN BY: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard GO FRESH Building Sign 01.31.18 K-400 0 C — sem eI.&I0%4 OVAL MEASUREMENTS & SQU 1225 North Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.587.7171 fax: 918.587.7176 web: adsignmom &a OOTAGES OVAL WALL TYPICAL • • • FLEX FACE WITH DIGITAL PRINT UV Coating • ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ® INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DR0N BY: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Main Building ID Sign 01.31.18 �-� •O 0 12 fWA L WALL SIG N aa' 7 �` � •:.„t � � �\ �T �. � ;� .4� � yid J. 0VAL hViESaSURE1I�I KITS Q, S 1225 North Lansing Avenue Tulsa, Oklahoma 74106 fh: 918.587.7171 ax: 918.587.7176 web: cnfsigns.com dC F®®TAGES 511 OVAL WALL ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN 8Y: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Main Building ID Sign 01.31.18 �-� •0 0 9 GJ �u OVA SQUARZE FOOTAGES FLEX FACE CABINET - WALL ATTACHMENT CABINET RETURN OANCHOR BOLT STUD MC TUBING PRIMARY JUNCTION BOX (W/SERVICE DISCONNECT) POWER SUPPLY ji PRIMARY SIGN CIRCUIT FLEX FACE ► i �I CABINET FACE O i I� �I WHITE LEDS l PRE -CAST CONCRETE WALL -►-• 511 OVAL WALL ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division 1225 North Lansing Avenue L Tulso, Oklahoma 74106 i \ h: 918.587.7171 t1c� i PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN BY: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Main Building 01.31.18 tax:918.587.7176 - K-2 ' web: cnfsigns.com ID Sign *0 • 0 - - Y - 6'x 12' ®VAL WALL SIGN 1225 Nortli Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.587.7171 fax: 918.587.7176 web: cnfsigns.com ®®T AGES OVAL WALL ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRMVN 8Y: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET N0. Kum & Go Stores Terry Howard Terry Howard Main Building ID Sign 01.31.18 K-2•0 4 0 Tx 6' OVAL CANOPY SIGN <*r4 FP S4avj#+TLv 0 1225 North Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.587.7171 fax: 918.587.7176 web: cnfsigns.com ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN 8Y: SIGN TYPE: DWG DATE. ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Canopy IDSi9n 01.31.18 K-7.0 1100V FLEX FACE CABINET - CABINET RETURN :• WALL ATTACHMENT BOLT STUD MC TUBING OANCHOR DWG DATE. ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard 14-- PRIMARY JUNCTION BOX Canopy ID Sign 01.31.18 (W/SERVICE DISCONNECT) POWER SUPPLY PRIMARY SIGN CIRCUIT FLEX FACE CABINET FACE l 1: 0 i WHITE LEOS l PRE -CAST CONCRETE WALL -----► 1225 North Lansing Avenue Tulsa, Oklahoma 74106 i fh: 918.587.7171 ax: 918.587.7176 ON F web: cnfsigns.com 6F�._m & O 0 ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED City Building Division PROJECT/CLIEPIT NAIM: ACCOUNT EXECUTIVE_ DRAWN QY: SIGN TYPE: DWG DATE. ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Canopy ID Sign 01.31.18 K-7.0 .O U Ylv)- 9 9 F Fla 7='1 � BUD IONQ 3Q -7N f� t MARKET- Pizza &Sandwiches &Bakery &More FLEX FACE CABINET - WALL ATTACHMENT CABINET RETURN DRAWN BY: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard ANCHOR BOLT GO FRESH Building Sign O - STUD MC TUBING "1 1 �H PRIMARY JUNCTION BOX (W/SERVICE DISCONNECT) POWER SUPPLY li PRIMARY SIGN CIRCUIT FLEX FACE I� CABINET FACET O !i WHITE LEDS rtrt'� II. PRE -CAST - CONCRETE WALL 1225 Nor1l) Lansing Ave Tulsa, Oklahoma 74106 IX: 918.587.7171 tOx: 918.587.7176 web: ofsignmom i o FONT: Throw My Hands Up In The Air PMS: 200c CMYK: 0.100.75.20 RGB: 204.0.51 HEX: #cc0033 DROP SHADOW: Black FONT: Archer Bold PMS: 100% Black CMYK: 0.0.0.100 RGB: 35.31.32 HEX: #000000 ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK ■ INTERNAL LED ILLUMINATION UL WIRED ■ PMS 200 (RED) City of Wheat Ridge Building Division um PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN BY: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard GO FRESH Building Sign 01.31.18 K-4.0 um & o Tx 6' OVAL CANOPY SIGN S(�t -Into "Sr B 1225 North Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.587.7171 fax: 918.587.7176 web: cnfsigns.com &a idge vision PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN 8Y: _ SIGH I YPE: DWG DATE. ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Canopy 01.31.18 ID Sign K-7.1 Tx 6' OVAL CANOPY SIGN 5164 El P. Afosrmwtsr tsej4 ueW 1225 North Lansing Avenue Tulsa, Oklahoma 74106 ph: 918.587.7171 tax: 918.587.7176 web: aifsigns.com &a ■ FLEX FACE WITH DIGITAL PRINT UV Coating ■ ALUMINUM CABINET BLEED FACE RETAINER PAINTED BLACK INTERNAL LED ILLUMINATION UL WIRED City of Wheat Ridge Building Division PROJECT/CLIENT NAME: ACCOUNT EXECUTIVE: DRAWN 8Y: SIGN TYPE: DWG DATE- ISSUES/REVISIONS: SHEET NO. Kum & Go Stores Terry Howard Terry Howard Canopy ID Sign 01.31.18 K -''/J .O H M h GO #1310WHEATRIUGE, CO 7- 8" 2'-6 1/8" 2'-6" 4" E(?ro i -- / 1 AElevation scale: 3/4" = V- 0" 9'-10" 8'-9- 8'-10 1/2" MwamtXier SI&J - g. W& ADA -0 oma' `6 F" (vs MARKET 8" 12" LED DIGITS 2'- 6" x 8'-9" KUM & GO / GO FRESH MARKET - AREA: 21.87 SQ FT 2'-6" x 8'-10 1/2" GAS PRICE SIGN - AREA: 22.17 SQ FT TOTAL AREA: 44.04 SQ FT 6'-0" } 2'-10" }--- 2'-10" BStreet Elevation Building Elevation 5cale:3/4" =1'- 0" ` I scale: 3/4" =1'- 0" City of Wheat Ridge Building Division • a ea• a •a t o t o r s a s •r e a ea a a a s• a s t o t. r r r a s ,t• •a a a i a s m r r a, e r a t I ---_ --- 1225 North Lansing Avenue I hereby give my approval to proceed with fabrication of the signage depicted El Approved as shown ❑ Approved asnoted PROJECT/CLIENTNAMMEq: LOCATION: DESIGNER. REVISION HISTORY: WORK DUE SIG�NTYPE/DESCRIPTION: SHEET NAME: Tulsa, Oklahoma 74106 in these drawings in order to meet the project deadline in a timely lasion. KUM GO #Z31U WHEATRIDGE,CO TERRY HOWARD 02.141920 REVIEW _ORDER#: DATE: MONUMENT SIGN y r ph: 918.581.7171 1 understand that any changes (additions, deletions, or modifications) to the X _ fun dame ntaIstructure, onderlyingdesign, orthe specific features ofthis Client mime METAL FAB PAINT FINAL ASSEMBLY fax: 918.587.7176 signage may result in slippage of the completion date, additional resource ACCOUNT EXECUTIVE: DATE OF ORIGINAL DWG: = DEPT ' weh:c0signs.com requiementoradditional cosL p Odle TERRY HOWARD FEBRUARY 14, 2020 COPY: ROUT/VINYLL NEONLJ INSTALLATION � MS -6.0 Oil 191t; JIIQQVC UUI,r\, I.QOI QIUIIIII lulII revolving, non -fouling, internal halyard truck 1/8" x 7x19 Mil -C-5424 Stainless steel aircraft cable Standard flag arrangement; 6' x 10' Neoprene coated 2" diameter steel counterweight Nylon beaded retainer rin Gearless, self locking direct drive winch with six tumble cylinder lock Aluminum flash collar 3000 PSI concrete Hardwood wedges (supplied by others Dry sand tightly tamped after aligning pole Foundation sleeve -16 ga hot dip galvanized steel Steel centering wedges 1/4" Steel base plate 1/4" Steel support plate welded to grounding spike Project: Location: Architect: Contractor Customer: Model ECA351H 0 0 .0 U) a) U U 2 0 �r i= M c 0 LL 16" 35" Ground set tapered aluminum Exposed height: 35'-0" Ship in 1 section Top diameter: 3-1/2" Finish: 100 grit polish W 0 m 0o co ME ir" I I 1-T71R!iu a Revolving non -fouling internal halyard L__ truck, cast aluminum body, 26 stainless steel ball bearings, and 2-1/2" diameter plated steel sheave. 00 C 0 0 co L M Winch Detail All shafts with overall length of more than 38'-6" are shipped in two sections. Each section matched marked for field assembly. Exposed portion of jam sleeve must be well lubricated prior to assembly. '611 t 1-1/2" maximum shop 12" gap allowed for field fitting (ram for tight joint) Filename: ECX35 IH single sheave re gpole: ALLOY: 6063T6 EDER FLAG Overall height: 38'-6" MANUFACTURING COMPANY Butt diameter: 7" 1000 W. Rawson Avenue Wall thickness: .156" Oak Creek, WI 53154 ing truck.pdf Date: Revision: Job: City o ea edge Building Division I N a lokiff mIll 0 11 Ll Jr - LL D i FIBERGLAS AMPERSAND SCULPTURE BOLTS DOWN TO CONCRETE PAD SUPPLIED BY GC, WITH 8 CONCRETE ANCHORS OTE tv Lf All Rly Es Tab IV ft -4 if L a " @morj - 4 1y2" 0-u L 12.2 38113 1111110 P=kwmy DWMW, co PHON& 303.781AI06 FAXI 303.762.6293 N F-----------o ---------- I L J L - - - - - - - - -- BASE PLATE A sc SCALE : V= V-0" 81-01, NOTE: MANUF TO VERIFY ALL MOUNTING PLATE DIMENSIONS. NOTIFY E.O.R. IF DIFFERENT L A M P E IR"I S5, A NN UD SCULPTURE M SCALE�112. = J..O. )ED -IN tGLASS PTURE AANUF.) SHIPPED -IN BASE PLATE Y2-X24"X6'-O- (VIF) 6061 J651 LINE OF SCULPTURE (8) 3/16"0 HOLES FOR %"0 SS HILTI HKB-TZ ANCHORS W/ *16" NOM. EMBED EINFORCED CO DOTING BY G.C. DESIGN CRITERIA: Building Code: 2018 IBC Dead Load: Fiberglass Cabinets - 10 psf (Sign Face Area) Wind: V= 107 mph, (Cat 11) Exposure C, open terrain Snow: N/A 4'-0' City of Wheat Ridge Building Division AA OV.9 AlAver 2f~ 38113 1111110 P=kwmy DWMW, co PHON& 303.781AI06 FAXI 303.762.6293 O 0 Ld O ui w 0 W cc Z) c ca aa 0 -T > 2 n E 2 E 6-- z 0 0 0 as 0> 0 Number: - Sheet: 1 of 1 YauMprt "C ca.** 9515 City of Wheat Ridge Building Division CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �._.. Job Address: ' Permit Number: f l k F i E ❑ No one available for inspection: Time � WPM Re -Inspection required: Yes No When corrections have been made, s ule for re -inspection online at. httpJ/www.ci.wheatridge.co.ue7n; io Dateq.77 . i i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:: ;V3`cf2 Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:. Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No j When corrections have been made; schdule for re -Ng axtion online at: httpYwww.ci.wheatridge.co.uslinshectio_n'; - r _ Dat •/ � Inst' City of Wha d e COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: sv ,l��ar� ree � r General Contractor: ElAa- CL�yOoj �L1JSJr1) 0-1J FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: eAc/J, J C��lecl, IC- 1;n (-- Contact Phone Wheat Ridge Contractor License #:eL. /R&-1-/ 7 (required field) State License #: Ec- OC D�3 Master License #: MC- 3000sv(' Printed Name of Auth ized Agent Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ,. Job Address: Permit Number: s ❑ No one available for inspection: Ti 0 '�I�'/PM Re -Inspection required: Yes.- When corrections have been made, scdule for re -inspection online at: http:Y/www.ci. wheatridge.co. usrnspect o ` Dat h� Insp'ector.� 9 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 257 VC:QlAl,-�- f ❑ No one available for inspection: Tim.,` �/PM Re -Inspection required: Yes Nom When corrections have been made, s ' e le for re -inspection online at. http:Uwww.ci.wheatridge.co.uslinspec on l Date. -_ laa ector. Q 0 O rn M 0 N O N 0 N T 0 ru 0 a_ E 0 U ai Lo E lu J M lu 0 n 3 C O a_ O L c: C O U C 0 U L (n C O U I 0 N C 0 a_ 0 C 0 U C 0 U L C 0 U O / s wd / 0 U i U / In O C a U rn 0 O / 0 N � I Q N 0 N U � L O 0 N O O s N \ 00 O 1- N N rn �r- 0 N( O 0 c) E ,d IllE a > 0 EJY O z m V) o U "w 0 o � o J J U I I I I I 1 , 1 , I I I I I 1 1 I I I I I I 1 I 1 I Z -- I I I I SHOWN ON THIS PLAN ARE CONSISTENT WITH THE ------- - z DESIGN MEG: 5517.01 CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER - - - - ------T X , i/ / / / / i DESIGI 1 `\ AS -BI 1 DESIGN TC 1 AS -BUILT: 1 / T: LT: 5514.40 I I I I I I i I I ' I I I , I / / I / ' I / I iJ I I I P/1 I I I I I I DESIGN TC: 5513.94 • AS -BUILT: XXXX.XX i 1.36 1 XX. DESIGN P: 5513.85 'I AS -BUILT: XXXX.XX / I 'a D DESIGN W: 5513.72 AS- iS-BUILT: XXXX.XX DEs DESIGN TC: 5513.30 ° AS -BUILT: XXXX. XX. 5 DESIGN 513.77 1 AS -BUILT: XXXX.XX 5513%' --------------------- - e III DESIGN TC: 5514.17 DESIGN RIM: 5513.61 IDESIGN P: 5513.78 D_E �1 AS -BUILT: XXXX.XX . AS -BUILT: XXXX. XX AS -BUILT: XXXX. XX ` I ZTIT --(,,/ U J W: 5514.24 p DESIGN W: 5514.33 ° JILT: XXXX.XX a AS -BUILT: XXXX.XX_. a D I DESIGN P: 5514.331 AS -BUILT: XXXX.XX AS -BUILT: 5514.32 v 5516 -i .557 IGA 9: 5514.33 F AS -BUILT: XXXX.XX AS -BUILT: 5514.33 EA� DESIGN W: 5 AS -BUILT: X: a AS -BUILT D ,SS1j DES, aAS- MATCHLINE - SEE SHEET AB.1 H ______________________________________________ ----ul�_I. SHOWN ON THIS PLAN ARE CONSISTENT WITH THE ------- - z DESIGN MEG: 5517.01 CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER - - - - ------T X = - �`- - XXXX. XX GRADING LEGEND i X cf) EXISTING BOUNDARY / � - - a_ / O X w�LL_ - _ ---803----- EXISTING 1' CONTOUR ----810- EXISTING 5' CONTOUR / X cr- LLJ (n O W chd x LL Y SURVEYOR'S STATEMENT ' LU Or)X I� H I""�' O Q U z DESIGN W: 5516.81 c O LL •• U 00 I D ' ----------------- CD - t1 -U0 J ,_ D i LU DE z O cn L cl FEAS-7T: FBUIL II - a , AS o U (0LLm LO / 5514.3- \ a(LL� 10-6-2020 DE � w U) 1 (.7 AS - AS -BUILT: XXXX.XX. I I 515.54 /y� W CC G ' z LL \ � LL LLJ LLJ _ � V) `ssj o LLJ RDM: ROBERT FIEBIG LL 7 SDM:DAN GARNEAU j CPM:BRETTSTUPP z p DESIGN W: 551f 0 I --d o AS -BUILT: XXXX o° z U) (D 5515.01 DESIGN W: 5516.12 op AS -BUILT: O AS -BUILT: XXXX.XX. L i er yy\ �) DESIGN W Fri z an ° �^ AS -BUILT D ,SS1j DES, aAS- MATCHLINE - SEE SHEET AB.1 H ______________________________________________ ----ul�_I. SHOWN ON THIS PLAN ARE CONSISTENT WITH THE ------- - Z DESIGN MEG: 5517.01 CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER - - - - ------T i - �`- - XXXX. XX GRADING LEGEND i EXISTING BOUNDARY / � - - PROPOSED BOUNDARY / O /__ - _ ---803----- EXISTING 1' CONTOUR ----810- EXISTING 5' CONTOUR / DESIGN MEG: 5517. As -Hull TEG xxxx-xy 19 -1 803 PROPOSED 1' CONTOUR 1 I I I I I I I I I I I I I I I I \ \ -810- PROPOSED 5' CONTOUR - - - - - - - LIMITS OF CONSTRUCTION - - - - - - - GRADE BREAK CONSTRUCTION CONTROL PLAN LEGEND \ TC = TOP OF CURB W: 5517.12 FL = FLOWLINE ILT: XXXX.XX P = PAVEMENT E/l G = GRADE / GROUND _ - W = WALK / SIDEWALK RIM = RIM / FLOWLINE X MEG = MATCH EXISTING GRADE I I I I I �I I �I ' h I �I I ,I ' a I I, ° I I ' V \ V \ \\ I I \ I I , I , I , I , I , I , I I I tp I 1 I \ r I 11 II DESIGN TC: 5516.65 II AS -BUILT: XXXX.XX I IIII I N I Vh II� I,I II I I I I I I ' II I 1 II II I I ill II� I II I I I I I j I II I I I II I I I I I I I I II I I _ - city of mj heat COUNHY Edge APPROVED Reviewed for Code ComMianee Randy Slusser 10/08/2020 Plans Examiner Date Y•IWLLr of oermp: irie lssaaere c/o p~ or Wprnvof of pArns spe gkgowv 1 one wmplHanons shop not bea permlf/o, wan opprovof of• my nofobon m 1 my of me provlshms of the bulMog rode or of o(y pty aedhsooses. Permpa 1 pm um ng to p" outhantp to calor or cowrl the pra duons of err f wav cad" oroth"Ofoft aae o/ Me aty shop not tKwaa II I I II ' I I I II � I I 0 10 20 GRAPHIC SCALE IN FEET ARCHITECT STATEMENT I HEREBY ACKNOWLEDGE THAT THE "DESIGN" FINISHED FLOOR BUILDING ELEVATIONS AND SETBACK DISTANCES SHOWN ON THIS PLAN ARE CONSISTENT WITH THE BUILDING PLANS AS DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. Y R tV W � > r o 0 U uj O V r N c ON M > 3 m +W- M X r 0 W M LL Wa aZM 00 J$ 01 3i 4b t• 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 ENGINEER STATEMENT I HEREBY ACKNOWLEDGE THAT THE "DESIGN" ELEVATIONS SHOWN ON THIS PLAN ARE CONSISTENT WITH THE e''� IV ! DESIGN MEG: 5517.01 CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER z i AS -BUILT: XXXX. XX � DESIGN MEG: 5517.08 O / AS -BUILT: XXXX.XX / C=) J 0 W chd SURVEYOR'S STATEMENT LU LU ��) U z DESIGN W: 5516.81 0 ELEVATIONS AND DISTANCES FOR THE SUBJECT I N \\\ AS -BUILT: XXXX.XX \ I BY ME OR U ER MY DIRECT SUPERVISION. Q � a D LU Q O O U cl 06 Y II - 1A / , U D (S) OF FIELD WORK: LO / D \ 10-6-2020 DE � U) DESIGN TC: 5516.77 (.7 AS - AS -BUILT: XXXX.XX. I 515.54 � I ' XX.XX . U \ � s \ \ o KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM:DAN GARNEAU CPM:BRETTSTUPP o° p DESIGN W: 551f 0 o AS -BUILT: XXXX o° DESIGN W: 5515.01 DESIGN W: 5516.12 op AS -BUILT: XXXX.XX AS -BUILT: XXXX.XX. DESIGN TC: 5: AS -BUILT: XX: DESIGN TC: 5515.46 AS -BUILT: XXXX.XX DESIGN TC: 5516.59 i II O AS -BUILT: XXXX.XX. ,n AS UILT: 551447 1 I I I I I I I I I I I I I I I I \ \ -810- PROPOSED 5' CONTOUR - - - - - - - LIMITS OF CONSTRUCTION - - - - - - - GRADE BREAK CONSTRUCTION CONTROL PLAN LEGEND \ TC = TOP OF CURB W: 5517.12 FL = FLOWLINE ILT: XXXX.XX P = PAVEMENT E/l G = GRADE / GROUND _ - W = WALK / SIDEWALK RIM = RIM / FLOWLINE X MEG = MATCH EXISTING GRADE I I I I I �I I �I ' h I �I I ,I ' a I I, ° I I ' V \ V \ \\ I I \ I I , I , I , I , I , I , I I I tp I 1 I \ r I 11 II DESIGN TC: 5516.65 II AS -BUILT: XXXX.XX I IIII I N I Vh II� I,I II I I I I I I ' II I 1 II II I I ill II� I II I I I I I j I II I I I II I I I I I I I I II I I _ - city of mj heat COUNHY Edge APPROVED Reviewed for Code ComMianee Randy Slusser 10/08/2020 Plans Examiner Date Y•IWLLr of oermp: irie lssaaere c/o p~ or Wprnvof of pArns spe gkgowv 1 one wmplHanons shop not bea permlf/o, wan opprovof of• my nofobon m 1 my of me provlshms of the bulMog rode or of o(y pty aedhsooses. Permpa 1 pm um ng to p" outhantp to calor or cowrl the pra duons of err f wav cad" oroth"Ofoft aae o/ Me aty shop not tKwaa II I I II ' I I I II � I I 0 10 20 GRAPHIC SCALE IN FEET ARCHITECT STATEMENT I HEREBY ACKNOWLEDGE THAT THE "DESIGN" FINISHED FLOOR BUILDING ELEVATIONS AND SETBACK DISTANCES SHOWN ON THIS PLAN ARE CONSISTENT WITH THE BUILDING PLANS AS DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. Y R tV W � > r o 0 U uj O V r N c ON M > 3 m +W- M X r 0 W M LL Wa aZM 00 J$ 01 3i 4b t• 1459 Grand Avenue Des Moines, Iowa 50309 P: 515-226-0128 ENGINEER STATEMENT I HEREBY ACKNOWLEDGE THAT THE "DESIGN" ELEVATIONS SHOWN ON THIS PLAN ARE CONSISTENT WITH THE e''� IV CIVIL CONSTRUCTION PLANS AS DESIGNED BY ME OR UNDER z MY DIRECT SUPERVISION. O J U C=) J 0 W chd SURVEYOR'S STATEMENT LU LU I HEREBY CERTIFY THAT THE AS -BUILT (eAB') U z 0 ELEVATIONS AND DISTANCES FOR THE SUBJECT M N U -PROPERTY AS DEPIECTED HEREIN HAVE BEEN MEASURED BY ME OR U ER MY DIRECT SUPERVISION. Q � Z LU Q O O U cl 06 Y II - U D (S) OF FIELD WORK: Q ACV 10-6-2020 0 � U) (.7 ca O U KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM:DAN GARNEAU CPM:BRETTSTUPP AS -BUILT ELEVATIONS FIELD DATE: 10/6/2020 HUFFMAN SURVEYING z 0 a U) U In z Ji O 0 z 0 U) wLU � W LU 0 0 a DATE: 05/08/20 3 0, pirilOO SHEET NUMBER: AB.2 2 OF 2 KUM & GO #2310 1141 City of Wh6atP,.,,.dgc. COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: 10/8/2020 I pector Date City of Wheat Ridge Municipal Building 7500 W. 29t" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: October 6, 2020 PERMIT# ADDRESS: 3432 Clear Creek Drive, Wheat Ridge, CO LOT 1 , BLOCK 3 , CT TR VF.V"1P KUM&GO AT CLEAR CREEK CROSSING SUBDIVISION I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 184.3'W REAR: 93.7'E SIDE: 22.3' N SIDE: 82.5' S The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: N/A REAR: 5514.33' S E SIDE: 5514.32' N E SIDE: N/A All measurements have been determined on the following location: (Check only one): I Top of proposed foundation wall prior to placement of concrete X Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed Professional Surveyor + • p,I T ;e .A/ Print Matthew L Huffman Date 10/6/2020 www.ci.wheatridge.co.us Rev 11/2018 • X8183 r r a 0 0 + a r + .L "11/1/r t l I I 1k0\\\\\ Rev 11/2018 ,6Z'62 l ,v5,zz L Of 00 1 ci D N C_ J O� I— oCn N �` C C7 s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time - AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www,ci, wheatridge.co. usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE (D Cf) 70 CD h O -z 3 o CD rt Cy r a � Q Cr � -S N rD ■E L 'a s (D Z o� O ® ) O W n CZD C O < C9 h D -5 W. N� CD O es CD O ® fD Q O o® � (D CD ci CCDDN'� m c Z = O O ((DD t m y tD n O ' o D � 3 o CD rt Cy r a � Q Cr � -S N rD ■E 1 � W ®Z O 0cr N� O " cD = Z Z co0 CA® i11 O o® ci CCDDN'� m c m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: zr �'6, ❑ No one available for inspection: Time +'f:. ANl/PM Re -Inspection required: `Yes! No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ushnspection Date: ,,=> - Inspector:; DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: t ❑ No one available for inspection: Tim M/PM Re -Inspection required: Yes No When corrections have been ade, sc -inspection online at: http //www.ci.wheatridge.co.0 ect n �- �- nspe 1 C -"a O CD is 0 Z a G c CL is CCD ND N CD I CD 0 v = V CD Al o O _0 � n n CD m �, p• O < G N� � N o z Ct y CD m Q cQ C cr CD om n �p CD O C7 Q" _0 _0m a pCf)- �" C7 o0 ��. 0 � (b o 3 o CD m 0 o D Z Cb 1 C -"a O CD is 0 Z a G c CL is CCD ND N CD I � V Al Z 0, CL CD m to 0 � N� � N o z 000 m O om .� - v C7 CCD y. City of Wh6atPsjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3/ 3 z Q-ey Creek Or, General Contractor: O 1a A Can /an Con S ffk 6fi i0 n C V FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name:UOA510onJt !'efViCeS Contact Phone#: 30� 2/0 93yl Cov fefaftw Wheat Ridge Contractor License #:-20 2 1-7() (required field) C 14141 Wolf t Printed Name of Authorized Agent ( k- 9- /'/- ?-no Signature of Authorized Agent Date � 3 C -M 3 cr 0 Z D o' c a OL r N �� 5 _" M LJ a � CD z CD t o W n 0 m CD o < W= N Al W -s CD S oM �. CD cap CD O m m o m cn _0 z Vi Q. CD CD n � co CD n 0 O n Z O 3 o CD a 0 o D'. C � 3 C -M 3 cr 0 Z D o' c a OL r N �� 5 i 1� Z W n CLm o 0 W= N Z 00 C1 Ul =m O oM � y' m m o m d i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office I t INSPECTION NOTICE I Type: Inspection T e: i p - Job Address: ie! Permit Number: ❑ No one available for inspection: Time/0-5, AM/PM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: http✓/www ci.wheatridge.co.unspectipn de: _ (2VZOnsDector � N C- o m41 lI r+ cp 0 CD t� 1 O n CL o -0 : • A � CD m l m �c o < 0 M v - a m o n o c a a m CX -C CD -0 CD 0 `D cn n o =' 0 � 0 n CA) T c cnN I mo 3 o m Z OD K) _ a O o' o• 0 o D n ��•Lo) m o rn � N C- o m41 lI r+ cr 0 1 Z c n CL o • A � a l m 0 M Z n o n CA) T cnN I mo Z OD K) _ O o' n ��•Lo) m o rn i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: G� Permit Number: ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes No When corrections have been made, sc ule for re -inspection online at: http✓/www.ci.wheatridge.co. rru��srnspe do �1M •�S pecto . _ ,. i CITY OF WHEAT RIDGE, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: s L w ❑ No one available for inspection: i IV PM Re -Inspection required: Ye1N.o When corrections have been madejsche le for re -inspection online at: http://www.ci. wheatridge.co. usdns�ie -- _� D�___ P�in ro, M C- � . Ik k J$ 7 2 R Sl o k 70 � § § d / Cn- @ @ /7 � �_ 0 R E c & > cn (D : CD2 n k� ® 0 J} \ 2 \' / �\ 0 . § / .F5m CD e p \ � 2 � � � ,< . . M C- � . Ik k g 041 / 2 �¥ Cn- @ @ Z 0 & > : 7 ~ M / co 0 co 0 > § .F5m e p � ,< . . City of Wheat Ridge Commercial Miscellaneous PERMIT - 202001.230 PERMIT NO: 202001230 ISSUED: 07/31./2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 07/31/2021 JOB DESCRIPTION: Temporary construction trailer - 200 sq ft total *** CONTACTS *** OWNER (515)457-6247 EVERGREEN CLEAR CREEK CROSSING GC (830)331-7440 DAVID T. VALSASSINA 180214 BLACK CANYON CONSTRUCTION CO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / r- *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,325.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 48.83 Permit Fee 93.35 ** TOTAL ** 202.86 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. work is subject to field inspections. Permit for temporary trailer only. Trailer may not block ingress/egress, fire department access, or CDOT snowplow route. I by my signature, do hereby attest that the work to he 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 ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 changeof 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 gran. i f a permits not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or din ce or r ation 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Wednesday, July 1, 2020 9:57:13 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3432 Clear Creek Drive, Wheat Ridge, CO 80401 Property Owner Name Kum & GO LC Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 515-520-2476 Brett.Stupp@kumandgo.com Black Canyon Construction 180214 210-596-1211 Contact Email Address gage@bcanyon.com Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope of work Location of work (backyard, on roof, etc) Project Value (contract value or cost of ALL materials and labor) Upload Engineer letter, other documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 17" or larger gage@bcanyon.com Temporary job trailer unit to be used as a project office during construction of the building & site. 200 Southern portion of site near property line - see attached site plan. $2,325.00 $2,325 Valuation OK Field not completed. Field not completed. KG2310 - Site Plan w Job Trailer Location. Af SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Jason Lindsay Permit Email not displaying correctly? View it in your browser. I,` I 0 � 0 a ai o v N � t 03 N o � N N 0 (3) M 0 �o �0 0 c� ai m � C av Vw �o a / M KEY MAP KUM & GO AT CLEAR CREEK CROSSING GAS STATION AND CONVENIENCE STORE SPECIFIC DEVELOPMENT PLAN IN THE CIN OF WHEAT RIDGE, COLORADO A PART OF THE SOUTHEAST'/o OF SECTION 19, THE SOUTHWEST'/a OF SECTION 20, THE NORTHWEST % OF SECTION 29, AND THE NORTHEAST % OF SECTION 30,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN t t t f , ' - - - - - - - a FUTURE OEVELiOPMENT Planning Approved 7/1/2020 by Scott Cutler � 1 -13Y OTHERS - i 1i i I 154 300 450 ,--------------------------------------------------------------------- t , GRAPHIC SCALE IN FEET - NOTE: NORTHERN ADJACENT PROPERTY IS TO BE DESIGNED AND DEVELOPED BY OTHERS AND IS SHOWN IN CONCEPT AND FOR REFERENCE ONLY. W W W W .6a. City of ' q W heat Ridge COMMUNI'7Y [)EVELC�1'MENT APPROVED 'eviewed for Code Comolianee SITE LEGEND ., CONCRETE PAVEMENT 16 CONCRETE SIDEWALK 17 PERMEABLE PAVERS "'t 10 *13 LIGHT POLES _— EXISTING CURB AND GUTTER 19 CURB AND GUTTER 10 ROW PARKING COUNT PAGE PARKING TOTAL -- — -- — PROPERTY BOUNDARY RIGHT-OF-WAY NOTE ALL WORK WITHIN RIGHT–OF–WAY IS DESIGNED AND CONSTRUCTED BY THE OVERALL MASTER DEVELOPER AND IS SHOWN FOR REFERENCE ONLY. SITE KEY NOTES NO. DESCRIPTION (D BUILDING ENTRY 2 BUILDING CANOPY OVERHANG PROPOSED LIGHT POLE BEGIN/END PROPOSED INTEGRAL CURB. �4 SAWCUT EXISTING CURB TO PROVIDE CLEAN CONSTRUCTION JOINT. 6" INTEGRAL CURB 6 � EXISTING ' G RETAINING WALL LIMITS OF PROPOSED PAVEMENT 4" DIAMETER BOLLARDS CINVERTED "U" BIKE RACK ON 5.0'X6.5X4" THICK CONCRETE 10 BOLLARD MOUNTED ADA VAN PARKING SIGN 11 BOLLARD MOUNTED ADA PARKING SIGN 12 CONCRETE SIDEWALK, WIDTH VARIES 13 ADA CURB RAMP ACCESSIBLE PARKING SPACES & ACCESS 14 AISLES SHALL BE 2X MAX. SLOPE IN ALL DIRECTIONS. 15 INTEGRAL COLORED CONCRETE 16 AMERICAN FLAG POLE, 12' RADIUS 17 TRANSFORMER 18 OTHER TENANT SIGN (KUM&GO MONUMENT SIGN) 19 UNGERGROUND STORAGE TANKS 20 TANK OVERDIG LIMITS 21 1000 GALLON SANITARY GREASE INTERCEPTOR 22 TRASH ENCLOSURE (SEE WUj ARCHITECTURAL PLANS FOR DETAILS) 23 AIR MACHINE ON 4'X4' PAD 24 .BIKE REPAIR STATION 25 EXISTING FIRE HYDRANT 26 4" WIDE YELLOW PAVEMENT MARKING, TYP. m 4" YELLOW PARKING STRIPING, 2' OFF 40 CENTERED AT 45' 28 DIRECTIONAL ARROW, TRAFFIC WHITE PAINT 29 12'X60' LOADING ZONE, 4" YELLOW PAVEMENT CROSS HATCH, 2' OFF CENTERED STRIPING 34 PROPOSED STOP SIGN } 31 I AMPERSAND SCULPTURE (PUBLIC ART) 1 32 SITE BENCH (SEE DETAIL SHEETS) 33 PATIO AREA 34 PEDESTRIAN CROSS WALK, WHITE 06 THERMOPLASTIC PAVEMENT MARKING 35 ROLL OVER CURB 36 PROPANE CAGE 37 MISCELLANEOUS MERCHANDISE 38 FIREWOOD 39 RED BOX(ES) g ICE MERCHANDISER 41 GO FRESH MARKET (864 SF) 42 PROPOSED SIGNAGE DIRECTING TRUCK TRAFFIC TO EXIT VA THE YOUNGFIELD SERVICE ENTRANCE. 43 PATIO FENCE (SEE BUILDING ELEVATIONS FOR DETAIL) TRASH & RECYCLING RECEPTACLES 45 CLEAN OUTS (TYP.) 46 YELLOW THERMOPLASTIC PAVEMENT MARKING 47 24" STOP BAR, THERMOPLASTIC PAVEMENT MARKING 0 20 40 60 GRAPHIC SCALE IN FEET a Cl) NNW Q U T � r to z z 0 4 WUj v N m E 0 (` r o � M M c m � 40 � x � T-0wc 0 1- w a � J 00 0- 0 L] • 16 1459 Grand Avenue s Moines, Iowa 50309 P: 515-226-0128 ra &I IR U) Cl) O Q U to z z 0 WUj O �. w W 0 Z N > W Uj � Q � .WS C) 0 z AIC M QJ O'er' -H I 06 KG PROJECT TEAM: RDM: ROBERT FIEBIG SDM: DAN GARNEAU CPM: BRETT STUPP z 0 P Q to z z 0 O �. a > W 0 QJ -H I DATE: 03/12/20 SHEET NUMBER: 3 OF 17 CD CD Z CDo a 0 CD m < / y CD w �•--� C n cap CD O CD CD ) CL (D (. _. � cl) 0 Oq o' = Z o o= o C < m o O CD 0 �� y O C _ Z C 00 0 M ZO o D. v CD 0 o 'a11' CD a z ac / CD N �•--� Z _. n Cl) EL C < m �_ O 0 �� y O C _ Z C 00 0 M ZO o3 v m n M �. m o m. A o ml -k CDi Z (D I E O ASF ® f 0 CL CD CD rn 30. ? ® < 1 CD N CD ru -0 cr CD n cap CD O ®cp c � Q A, cn CD � CD 0 o n = Z O `= O 0 - -n wN CTt 3. o CD Z " CDD 2 00 0 m Z Cit p y ' O O A O o ml -k ® CD I Irt m ASF f r CL rn 30. ? 1 CD N CD Z w n A, cn �. m `= 0 - -n wN CTt o t Z " CDD 2 00 0 m Z Cit p O o ml -k m o m Kimberly Cook From: Sent: To: Subject: Follow Up Flag: Flag Status: Categories: Good afternoon, Colby Smith <colby@acolbyelectric.net> Wednesday, July 22, 2020 12:21 PM CommDev Permits Kum & Go 3432 Clear Creek Dr Follow up Flagged Dina Please remove AColby Electric from the permit for the Kum & Go project located at 3432 Clear Creek Dr. Thank you, Colby D Smith AColby Electric, Inc 303.905.9543 CITY OF WHEAT RIDGE ® - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f-'_� MIKY-4 ,/1-6 Job Address: /-9W Permit Number: Zt 26) .,s P /"'e, /?t e, , " ?./; * -?/-, ❑ No one available for inspection: Time 'G ;r' q /, M Re -Inspection required: Yes' No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Date: �+�� ` ✓} Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Sz,- I" Job Address: Permit Number: ❑ No one available for inspection: Titne Re -Inspection required: Yes"'No When corrections have been online at: elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. The issuance of a building permit shall not be construed to be approval of a business license. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 44" City of Wheat Ridge _A� Commercial New Structure PERMIT - 202000694 PERMIT NO: 202000694 ISSUED: 07/06/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 07/06/2021 JOB DESCRIPTION: New Kum & Go convenience store with gas canopy - 5,669 sq ft total *** CONTACTS *** OWNER (515)457-6247 EVERGREEN CLEAR CREEK CROSSING GC (830)331-7440 DAVID T. VALSASSINA 180214 BLACK CANYON CONSTRUCTION CO SUB (970)506-0012 JOE STRANGLE 180039 AIR EXPERTS SUB (970)460-6550 AMY & ALAN LOWTHER 170041 WINTERHAWK ELECTRIC SUB (303)762-1270 AL MERRILL 060017 DENVER COMMERCIAL PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:2,100,000.00 FEES Total Valuation 0.00 Plan Review Fee 71131.83 Use Tax 44,100.00 Permit Fee 10,972.05 Engin. Review Fee 21000.00 ** TOTAL ** 64,203.88 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Complies with approved SDP (WZ-19-02) - variations from approved SDP are not permitted. Site work shall comply with approved/stamped construction documents as approved by the City. No CO may be issued until improvements are complete per the executed/recorded Development Agreement. Site signage will require separate permits. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and City of Wh6at d d '� DEVFLOPiMEkJT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3- Jc;2 C ` r C rte 4 D r 1 ° l% ce General Contractor: - F 11913 ._ Company Name:%�-r�,_ «c—Contact Phone #: 9%O Wheat Ridge Contractor License #: 1 506 (required field) Printed Name of Authorized Agent at re of Authorized Ageut Date City of WheIdge COMMatUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �,q C)q D General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: L&IILG RIZMP;zN lt. ) LC -1 )G Contact Phone #: Wheat Ridge Contractor License #:_I (required field) State License #: _Ec-, o Master License #: h ka by �W � Printed Name of Authorized Agent Si atur of Authorized Date City of Whatps., idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address' Kum & Go #2310, 3432 Clear Creek Drive, Wheat Ridge, CO 80401 General Contractor: Black Canyon Construction Company FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Denver Commercial Plumbing, Inc Contact Phone #: 303-762-1270 Wheat Ridge Contractor License #: 060017 (required field) State License #: PC0000881 Master License #: MP00179342 Al Merrill Printed Name of Authorize gent Sign ture of Authoriza Agetft Date 7/22/2020 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 2c cmc- �Gl ❑ No one available for inspection: Time ` {'µ .AM%PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: -7 -- g % - < Inspector: ff DO NOT REMOVE THIS NOTICE 44" City of Wheat Ridge _A� Commercial New Structure PERMIT - 202000694 PERMIT NO: 202000694 ISSUED: 07/06/2020 JOB ADDRESS: 3432 Clear Creek Dr EXPIRES: 07/06/2021 JOB DESCRIPTION: New Kum & Go convenience store with gas canopy - 5,669 sq ft total *** CONTACTS *** OWNER (515)457-6247 EVERGREEN CLEAR CREEK CROSSING GC (830)331-7440 DAVID T. VALSASSINA 180214 BLACK CANYON CONSTRUCTION CO SUB (303)918-9308 JAMISON ZIESCH 160117 ZIESCH CONSTRUCTION & PLMB. SUB (303)905-9543 COLBY D. SMITH 140282 ACOLBY ELECTRIC, INC. SUB (970)506-0012 JOE STRANGLE 180039 AIR EXPERTS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:2,100,000.00 FEES Total Valuation 0.00 Plan Review Fee 71131.83 Use Tax 44,100.00 Permit Fee 10,972.05 Engin. Review Fee 21000.00 ** TOTAL ** 64,203.88 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Complies with approved SDP (WZ-19-02) - variations from approved SDP are not permitted. Site work shall comply with approved/stamped construction documents as approved by the City. No CO may be issued until improvements are complete per the executed/recorded Development Agreement. Site signage will require separate permits. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. The issuance of a building permit shall not be construed to be approval of a business license. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Permit Application (For permits which do not have a form already) Date: Thursday, April 16, 2020 11:43:01 AM Permit Application (For permits which do not have a form already) This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3432 Clear Creek Dr Property Owner Name Todd Felger Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 515-457-6247 todd.felger@kumandgo.com Mariah Meyer 913-236-3460 Contact Email Address kim.pressgrove@brrarch.com Retype Contact Email kim.pressgrove@brrarch.com Address 0]:K161zi191[*]0N]ayOliblS2/ Detailed Scope of New convenience store and gas canopy Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work New construction (backyard, on roof, etc) Project Value (contract 2,100,000 value or cost of ALL materials and labor) Upload Engineer letter, 2310-COMCHFCK-FINAL-04 102020 ndf other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 2310-DRAWINGS-FINAL-04.10.2020.odf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. Yes I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Kim Pressgrove Permit Email not displaying correctly? View it in your browser. ENGINEERING DEPT Permit Application APPROVED 6/18/2020 -Jordan Jefferies, PE City of Wh6atl,j�qe­v,e, COM commuNiTy DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 31 -Md G F^ ( rtr &4 l? r )' v Ce General Contractor: Company Name: A f Y ZX n -t 9c Contact Phone #: '?7'0 — 5t2& "QCYc�? Wheat Ridge Contractor License #: / l� (required field) Printed Name of Authorized Agent ���� S at re of Authorized Agent Date City of Whatps., idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address' Kum & Go #2310, 3432 Clear Creek Drive, Wheat Ridge, CO 80401 General Contractor: Black Canyon Construction Company FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Denver Commercial Plumbing, Inc Contact Phone #: 303-762-1270 Wheat Ridge Contractor License #: 060017 (required field) State License #: PC0000881 Master License #: MP00179342 Al Merrill Printed Name of Authorize gent Sign ture of Authoriza Agetft Date 7/22/2020 City of WheIdge COMMatUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: �,q C)q D General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: L&IILG RIZMP;zN lt. ) LC -1 )G Contact Phone #: Wheat Ridge Contractor License #:_I (required field) State License #: _Ec-, o Master License #: h ka by �W � Printed Name of Authorized Agent Si atur of Authorized Date GEOTECHNICAL ENGINEERING REPORT Kum & Go Fuel Station & Convenience Store No. 2310 NW of Interstate 70 and West 32nd Avenue Wheat Ridge, Colorado Prepared For: Woolpert 116 Inverness Drive East, Suite 105 Englewood, CO 80112 Prepared By: Cole Garner Geotechnical CGG Project No.: 19.22.192 August 7, 2019 City of yam, W heat iA J/COMMUNnY UEVECCsyMENT APPROVED Reviewed for Code Compliance CAA -Structural Only 5/11/2020 Plans Examiner Date yegtlM LI Leann: ibe isfearce o/L pMmR w gpprovar L/pbns specgkgfLM oM campufLtwm shopW be o pe—elm a - Lppemer o% my -Z. m Lny of me mro i, m aJ rhe bwldMg code w %ory Cby md�s. Rrsmbe pre—V'ro gA2 durbwny to u.lere w abler —P—W. I roe 00" cndee wpmer o+d- "M Lyme C+ryeb.0 not be"" Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 Westminster, CO 80234 303.996.2999 _ _ August 7, 2019 • Woolpert 116 Inverness Drive East, Suite 105 Englewood, CO 80112 Attn: Mr. Thomas Pannell Re: Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 NW of Interstate 70 and West 32nd Avenue Wheat Ridge, Colorado CGG Project No. 19.22.192 Cole Garner Geotechnical (CGG) has completed a geotechnical engineering investigation for the proposed Kum & Go fuel station and convenience store to be constructed northwest of the referenced intersection in Wheat Ridge, Colorado. This study was performed in general accordance with the Woolpert Sub -Consultant Agreement, executed July 9, 2019. This geotechnical summary should be used in conjunction with the entire report for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report limitations. • Subsurface Conditions: Existing man-made fill comprised of clayey to silty sand was encountered in one of our borings (Boring No. 7) to a depth of about 8 feet below existing site grades. Based on the demolition and removal of past development at the site, we anticipate that at least some existing fill soils and potential foundation elements may present on other portions of the site. The site soils predominantly include fine to coarse sands and silty sands with varying amounts of silt and gravel. Occasional lenses/layers of lean clay with sand and clayey sand were also present in multiple borings. Sedimentary claystone bedrock was encountered underlying the sands (in Boring No. 8) at a depth of about 32 feet below existing site grade. The bedrock extended to the depth explored (where encountered). Specific information regarding the subsurface conditions is shown on the attached Boring Logs. • Existing Fill Soils: As discussed, approximately 8 feet of existing man-made fill was encountered in one of our borings (Boring No. 8) and is also likely present to at least shallow depths on other portions of the site, based on demolition and removal of past development on the site. We do not I� Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 possess any information regarding whether the fill was placed under the direction and observation of a geotechnical engineer. Based on field penetration and laboratory tests results, the fill appears relatively compact; however, it is possible that zones or layers of poorly compacted fill may be encountered in other areas or unsuitable materials (such as organics and construction debris) may be present within or buried by the fill. This risk cannot be eliminated without complete removal (and recompaction) of all undocumented fill materials, unless further evaluation and approval is performed by the geotechnical engineer during construction. Expansive Soils: The site soils are predominantly non- to low -expansive; however, lean clay soil with moderate to high expansive potential is also present. Post -construction wetting of these expansive materials can potentially result in excessive or uneven movement of shallow foundations, floor slabs, exterior flatwork, pavements, etc. Where any significant lenses/layers of expansive soils are present below planned improvements, mitigation will be required as directed by the geotechnical engineer to include subexcavation, moisture -conditioning, and recompaction. For any proposed movement -sensitive features (floor slabs, etc.) replacing these materials with non- plastic sands can be considered to further reduce the potential for post -construction movement. Site Preparation: As discussed, expansive lean clay soils and existing fills are present on portions of the site that may not be suitable for support of the planned improvements. Where any significant lenses/layers of expansive soils, unstable soils, debris -laden, or otherwise unsuitable materials are present below planned improvements, mitigation will be required as directed by the geotechnical engineer to include subexcavation, moisture -conditioning, and recompaction. We recommend further evaluation be performed of soils present within the building footprint and other critical structures. This can be accomplished by digging a series of backhoe pits/test trenches to provide a better means to observe and evaluate the existing fill conditions. In addition, we recommend a thorough proofroll of the subgrade below pavements in conjunction with site preparation activities. Where significant layers of unsuitable materials are encountered during construction, some corrective work, such as removal and recompaction, may be required. The geotechnical engineer should be contacted during excavation to observe the conditions exposed in the excavation(s) to provide guidance concerning corrective measures needed (if any). We recommend planning for the mitigation of some filUexpansive soils in the project schedule and budget. Foundations and Floor Slabs: We believe that spread footings and conventional slab -on -grade floors should provide acceptable performance for the proposed structure(s) at the site when bearing on approved soils or newly -placed engineered fill. Movement associated with properly designed spread footings and floor slabs bearing on approved soils is expected to be within generally accepted Cole Garner Geotechnical Page ii Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 tolerances, as outlined in the report. Detailed design and construction recommendations are provided below. • Pavement Thickness: The minimum pavement section thickness alternatives for the proposed private pavements are summarized below. Detailed design and construction recommendations are provided in the report. • Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. Please do not hesitate to contact us if you have any questions concerning this report or any of our testing, inspection, design and consulting services. Sincerely, Cole Garner G Glenn D. Ohlsen, I Project Engineer Copies to: Addressee (1 PDF copy) �2�_ Andrew J. Ga ner, P.E. Principal, COO Cole Garner Geotechnical Page iii Geotechnical Engineering and Materials Testing Private Pavement Thickness (Inches) Alter- TrafficArea native Portland Cement Hot -Mix Asphalt Aggregate Base Concrete (PCC) (HMA) Course (ABC) Private Pavements A 6 -- -- B -- 4 8 Kum & Go - Standard -Duty (E D LA=10) C -- 6-Y2 -- • Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. Please do not hesitate to contact us if you have any questions concerning this report or any of our testing, inspection, design and consulting services. Sincerely, Cole Garner G Glenn D. Ohlsen, I Project Engineer Copies to: Addressee (1 PDF copy) �2�_ Andrew J. Ga ner, P.E. Principal, COO Cole Garner Geotechnical Page iii Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 TABLE OF CONTENTS Cole Garner Geotechnical Page iv Geotechnical Engineering and Materials Testing Page No. Letterof Transmittal.............................................................................................................................. ii INTRODUCTION..................................................................................................................................... 1 PROJECT INFORMATION....................................................................................................................... 1 SITE EXPLORATION PROCEDURES......................................................................................................... 2 FieldExploration............................................................................................................................. 2 LaboratoryTesting.......................................................................................................................... 3 SITE CONDITIONS.................................................................................................................................. 3 SUBSURFACE CONDITIONS................................................................................................................... 4 Geology........................................................................................................................................... 4 Soiland Bedrock Conditions............................................................................................................4 Field and Laboratory Test Results...................................................................................................4 Groundwater Conditions.................................................................................................................5 ENGINEERING RECOMMENDATIONS....................................................................................................5 Geotechnical Considerations.......................................................................................................... 5 Earthwork........................................................................................................................................ 6 General Considerations............................................................................................................ 6 SitePreparation........................................................................................................................6 Expansive Soil and Existing Fill Evaluation................................................................................7 SubgradePreparation...............................................................................................................7 FillMaterials.............................................................................................................................7 Fill Placement and Compaction................................................................................................8 Excavation and Trench Construction........................................................................................ 8 Foundation Design and Construction..............................................................................................9 CanopyFoundations..................................................................................................................... 10 Lateral Earth Pressures................................................................................................................. 11 Seismic Considerations................................................................................................................. 12 Floor Slab Design and Construction.............................................................................................. 13 Below -Grade Construction............................................................................................................ 14 Underground Fuel Storage Tanks.................................................................................................. 14 Private Pavement Thickness Design and Construction................................................................. 14 Final Grading, Landscaping, and Surface Drainage....................................................................... 19 Additional Design and Construction Considerations..................................................................... 20 Exterior Slab Design and Construction................................................................................... 20 Underground Utility Systems.................................................................................................. 20 Corrosion Protection.............................................................................................................. 20 GENERAL COMMENTS......................................................................................................................... 21 Cole Garner Geotechnical Page iv Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 TABLE OF CONTENTS (Cont'd) APPENDIXA: VICINITY MAP, BORING LOCATION DIAGRAM, BORING LOGS, SUBSURFACE PROFILE DIAGRAM APPENDIX B: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES APPENDIX D: PAVEMENT THICKNESS DESIGN CALCULATIONS Cole Garner Geotechnical Page v Geotechnical Engineering and Materials Testing Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 Westminster, CO 80234 GEOTECHNICAL ENGINEERING REPORT KUM & GO FUEL STATION & CONVENIENCE STORE NO. 2310 NW of INTERSTATE 70 and WEST 32nd AVENUE WHEAT RIDGE, COLORADO CGG Project No. 19.22.192 August 7, 2019 INTRODUCTION 303.996.2999 Geotech This report contains the results of our geotechnical engineering exploration for the proposed Kum & Go fuel station and convenience store to be constructed northwest of the referenced intersection in Wheat Ridge, Colorado. This study was performed in general accordance with the Woolpert Sub -Consultant Agreement, executed July 9, 2019, and the Kum & Go Geotechnical Investigation Requirements (GIR) (February 2017). The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • Subsurface soil and bedrock conditions • Groundwater conditions • Foundation design and construction • Lateral earth pressures • Floor slab design and construction • Below -grade construction • Pavement thickness design and construction • Earthwork • Drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar subsurface conditions and structures, and our understanding of the proposed project. PROJECT INFORMATION Based on information provided, we understand that the project will include development of a Kum & Go fuel station and convenience store to be located northwest of the referenced intersection in Wheat Ridge, Colorado. The location of the lot is shown on the attached Vicinity Map in Appendix A. Based on review of provided plans, the proposed convenience store will be located in the central site extents and Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 will encompass approximately 5,600 square feet in plan area. We understand construction will include one-story of light -gauge steel -stud framed bearing walls supported by a reinforced concrete foundation. Basement construction is not planned. One fueling area (four fueling islands and associated canopy) is planned to the west of the convenience store. Underground fuel storage tanks (UST's) will be located on the west side of the fueling islands, while a trash enclosure is planned to the northeast of the building. Maximum wall and column loads are reported to be on the order of about 3 kips per lineal foot and 65 kips, respectively. Based on review of grading plans, proposed earthen cut depths on the order of 1 to 2 feet and earthen fill depths up to 3 to 4 feet are planned as part of land development, exclusive of any swell mitigation required. Other major elements of the development will include the installation of underground utilities, the construction of asphalt concrete and/or Portland cement concrete private drive lanes and parking areas, and the installation of landscaping. A monument sign is also planned for the southwest portion of the site. If our understanding of the project is not accurate, or if you have additional useful information, please inform us as soon as possible. SITE EXPLORATION PROCEDURES The scope of the services performed for this project included site reconnaissance by a field engineer, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: We investigated the subsurface conditions on the site with a total of twelve (12) test borings. Borings were advanced with a truck -mounted drilling rig utilizing 4 -inch diameter, solid stem auger to the depths outlined below. Auger refusal (as noted on the boring logs) was encountered in three of the borings (Boring Nos. 2, 4, and 5) within large cobbles/boulders where the auger would not advance through these materials. Refer to the Boring Location Diagram, Figure 1, in Appendix A for the approximate boring locations on the project site. Structure or Site feature Geotechnical Exploration Scope Number of Borings Proposed Boring Depths (ft) Kum & Go Building 3 25 to 31.5* Canopy Foundations 2 20 to 26* Trash Enclosure 1 15 Underground Fuel/Storage Tanks (UST's) 1 25 Monument/Pole Sign 1 35 Pavement Entrances 3 5 * Not all borings were extended to the depths planned due to refusal on dense gravels and cobbles Cole Garner Geotechnical Page 2 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 A lithologic log of each boring was recorded by our field personnel during the drilling operations. At selected intervals, samples of the subsurface materials were obtained by driving modified California barrel samplers. Penetration resistance measurements were obtained by driving the sample barrel into the subsurface materials with a 140 -pound automatic hammer falling 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. Groundwater measurements were made in each boring at the time of site exploration and again one day later. Borings were loosely backfilled with the auger cuttings upon completion of groundwater measurements. Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System described in Appendix C. Bedrock was classified according to the General Notes for Rock Classification. At that time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and Boring Logs were prepared. These logs are presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards. Selected soil and bedrock samples were tested for the following engineering properties: Water content Dry density • Swell/Consolidation • Water-soluble sulfates SITE CONDITIONS Grain size Plasticity Index Resistivity pH The site is located northwest of Interstate 70 and West 32nd Avenue in Wheat Ridge, Colorado as shown on the attached Vicinity Map in Appendix A. The site is bordered to the east by Youngfield Service Road, to the south by lodging development, and to the north and west by currently undeveloped commercial property. Based on review of historic satellite imagery (Google Earth, 1999 to present), prior development on the lot consisted of multiple buildings. At some time between April and July 2007, these buildings were removed from the site. Trees and other vegetation were also historically present across portions of the lot. At the time of our field exploration, the majority of the lot had been stripped of vegetation except for a relatively small strip located parallel to Youngfield Service Road. Based on Cole Garner Geotechnical Page 3 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 the provided plan, the site has a general downward slope to the northwest with an elevation drop of about 16 feet across the site. SUBSURFACE CONDITIONS Geology: Surficial geologic conditions at the site, as mapped by the U.S. Geological Survey (USGS) ('Van Horn, 1972), consist of Louviers Alluvium of Upper Pleistocene Age. These materials are described to include predominantly silty to coarse-grained sand and gravel with depth. Upper 1 to 3 feet is commonly clayey to sandy silt. Bedrock mapped in the area consists of the Denver Formation of Paleocene and Upper Cretaceous Age. This formation within the area has been reported to include interbedded claystone, sandstone, and conglomerate. Mapping completed by the Colorado Geological Survey (2Hart, 1972) indicates the site is located in an area of "Low Swell Potential". This category generally includes only low swelling soils; however, soils/bedrock with higher swell may also be locally present. No other geologic hazards were identified. Seismic activity in the region is anticipated to be low. With proper site grading around proposed structures, erosional problems at the site should be reduced. Soil and Bedrock Conditions: Existing man-made fill comprised of clayey to silty sand was encountered in one of our borings (Boring No. 7) to a depth of about 8 feet below existing site grades. Based on the demolition and removal of past development at the site, we anticipate that at least some existing fill soils (and possibly foundation or other structural elements) are present on other portions of the site. The site soils predominantly include fine to coarse sands and silty sands with varying amounts of silt and gravel. Occasional lenses/layers of lean clay with sand and clayey sand were also present in multiple borings. Sedimentary claystone bedrock was encountered underlying the sands (in Boring No. 8) at a depth of about 32 feet below existing site grade. The bedrock extended to the depth explored (where encountered). Specific information regarding the subsurface conditions is shown on the attached Boring Logs. Field and Laboratory Test Results: Field test results indicate that the sand fill soils are medium dense in relative density, while the native sand soils vary from loose to very dense. The clay soils ranged from very stiff to hard in consistency. ' Van Horn, Richard, 1972, Surficial and Bedrock Geologic Map of the Golden Quadrangle, Jefferson County, Colorado. USGS Map I- 761 -A. ' Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Sheet 2 of 4. Cole Garner Geotechnical Page 4 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Laboratory test results indicated that the clayey soils exhibited moderate plasticity. Samples of the clayey soils exhibited low expansive potential at existing moisture contents. The fine to coarse sand, and silty sand soils are considered non -plastic and non -expansive. Testing of select samples for the presence of water-soluble sulfates indicated concentrations ranging from nil to 100 parts per million (ppm). Groundwater Conditions: Groundwater was encountered in one of the borings (Boring No. 8) during drilling at a depth of about 31 feet below existing site grade. When checked the next day, Boring No. 8 had caved -off so that measurement for groundwater was not possible. The other borings remained dry at that time. Based upon review of U.S. Geological Survey Maps (3 Hillier, et al, 1983), regional groundwater beneath the project area is expected to be encountered in unconsolidated alluvial deposits at depths generally between 10 to 20 feet below the ground surface. ENGINEERING RECOMMENDATIONS Geotechnical Considerations: Based on the information obtained from our subsurface exploration, laboratory testing of selected samples, and a cursory review of geologic conditions, it is our opinion that the site appears suitable for development of the proposed project. The following key concerns were noted: Existing Fill Soils: As discussed, approximately 8 feet of existing man-made fill was encountered in one of our borings (Boring No. 8) and is also likely present to at least shallow depths on other portions of the site, based on demolition and removal of past development on the site. We do not possess any information regarding whether the fill was placed under the direction and observation of a geotechnical engineer. Based on field penetration and laboratory tests results, the fill appears relatively compact; however, it is possible that zones or layers of poorly compacted fill may be encountered in other areas or unsuitable materials (such as organics and construction debris) may be present within or buried by the fill. This risk cannot be eliminated without complete removal (and recompaction) of all undocumented fill materials, unless further evaluation and approval is performed by the geotechnical engineer during construction. Expansive Soils: The site soils are predominantly non- to low -expansive; however, lean clay soil with moderate to high expansive potential is also present. Post -construction wetting of these expansive materials can potentially result in excessive or uneven movement of shallow foundations, floor slabs, exterior flatwork, pavements, etc. Where any significant lenses/layers of expansive soils are present below planned improvements, mitigation will be required as directed by the ' Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1-856-K. Cole Garner Geotechnical Geotechnical Engineering and Materials Testing Page 5 Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 geotechnical engineer to include subexcavation, moisture -conditioning, and recompaction. For any proposed movement -sensitive features (floor slabs, etc.) replacing these materials with non- plastic sands can be considered to further reduce the potential for post -construction movement. Foundations and Floor Slabs: We believe that spread footings and conventional slab -on -grade floors should provide acceptable performance for the proposed structure(s) at the site when bearing on approved soils or newly -placed engineered fill. Movement associated with properly designed spread footings and floor slabs bearing on approved soils is expected to be within generally accepted tolerances, as outlined below. Detailed design and construction recommendations are provided below. Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. Design and construction recommendations for the foundation systems and other earth -connected phases of the project are outlined below. Earthwork: General Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by CGG. The evaluation of earthwork should include observation and testing of engineered fills, subgrade preparation, foundation bearing soils and other geotechnical conditions exposed during construction of the project. Site Preparation: Strip and remove existing vegetation and other deleterious materials from proposed building and pavement areas. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. The stability of the site subgrade may be affected by precipitation, repetitive construction traffic, or other factors. If unstable conditions are encountered or develop during construction, workability may be improved by scarifying and aeration. Overexcavation of wet zones and replacement with granular materials (crushed aggregate or recycled concrete) may also be necessary, and should be based on observations of exposed conditions by the geotechnical engineer. Cole Garner Geotechnical Page 6 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Expansive Soil and Existing Fill Evaluation: As discussed, expansive lean clay soils and existing fills are present on portions of the site that may not be suitable for support of the planned improvements. Where any significant lenses/layers of expansive soils, unstable soils, debris -laden, or otherwise unsuitable materials are present below planned improvements, mitigation will be required as directed by the geotechnical engineer to include subexcavation, moisture -conditioning, and recompaction. We recommend further evaluation be performed of soils present within the building footprint and other critical structures. This can be accomplished by digging a series of backhoe pits/test trenches to provide a better means to observe and evaluate the existing fill conditions. In addition, we recommend a thorough proofroll of the subgrade below pavements in conjunction with site preparation activities. Where significant layers of unsuitable materials are encountered during construction, some corrective work, such as removal and recompaction, may be required. The geotechnical engineer should be contacted during excavation to observe the conditions exposed in the excavation(s) to provide guidance concerning corrective measures needed (if any). We recommend planning for the mitigation of some fill/expansive soils in the project schedule and budget. Subgrade Preparation: All subgrade soils below new fill, slab -on -grade floors, exterior PCC flatwork, and pavements should be scarified to a minimum depth of 12 inches, moisture conditioned and compacted as discussed below just prior to construction of these elements. Fill Materials: Clean on-site soils or approved imported materials may be used as fill material. Imported soils (if required) should conform to the following: Percent finer by weight Gradation (ASTM C136) 6".................................................................................................................................... 100 3"............................................................................................................................... 70-100 No. 4 Sieve.................................................................................................................50-100 No. 200 Sieve............................................................................................................ 50 max • Liquid Limit........................................................................................................35 (max) • Plasticity Index..................................................................................................15 (max) Maximum expansive potential(%)*...........................................................................0.5 *Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at about optimum water content. The sample is confined under a 500 psf surcharge and submerged. Cole Garner Geotechnical Page 7 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Fill Placement and Compaction: Engineered fill for site development, grading, and below foundations and floor slabs should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Fill soils should be placed and compacted according to the following criteria: Criteria Recommended values Lift Thickness 8 to 12 inches or less in loose thickness • Clayey soils: +1% to+4% above optimum moisture content Moisture Content Range Non -plastic sand soils: -2% below to+3% above optimum • Pavement areas: Optimum to+2% above optimum Clayey soils: ASTM D698 standard Proctor dry density • 95% minimum Compaction Non -plastic sand soils: ASTM D1557 modified Proctor dry density • 95% minimum Earthwork contractors should use equipment and methods that ensure relatively uniform distribution of added moisture and adequate compaction throughout each lift. We recommend that fill placement and compaction beneath foundations be observed and tested by CGG on a nearly full- time basis, unless modified by the geotechnical engineer. At a minimum, fill soils placed for site grading, utility trench backfill, foundation backfill or sub - excavation fill, and floor slab and PCC flatwork subgrade soils should be tested to confirm that earthwork is being performed according to our recommendations and project specifications. Subsequent lifts of fill should not be placed on previous lifts if the moisture content or dry density is determined to be less than specified. Fill should not be allowed to dry significantly prior to construction. Areas allowed to dry may require additional preparation prior to construction of roadways, flatwork, foundations, etc. Excavation and Trench Construction: It is anticipated that excavations for the proposed construction can be accomplished with conventional, heavy-duty earthmoving equipment. Caving sand soils are present at the site. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required maintaining stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. Temporary excavations should be sloped a maximum of 1% to 1 (horizontal to vertical) unless the contractor's OSHA competent personnel allow for steeper side slopes. Cole Garner Geotechnical Page 8 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Foundation Design and Construction: Provided that mitigation of any unsuitable existing fill material (if present) is performed as outlined above, we believe that spread footing foundations will be acceptable for support of the building and other structures. The design of spread footing foundations should be based on the following: Criteria Design Value Bearing Strata Approved undisturbed native soils or newly -placed engineered fill approved by the geotechnical engineer Maximum net allowable bearing pressure' 2,500 psf Minimum continuous footing width 12 inches Minimum column footing width 24 inches Min. depth below grade, exterior wall footingsZ 36 inches Min. depth below grade, interior footingsZ 12 inches Estimated maximum total foundation movement3 1 inch Estimated maximum differential foundation movement3 Y2 to % inch 1.The design bearing pressure may also be increased by 1/3 when considering total loads that include wind or seismic conditions. 2. Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. 3. Based on assumed structural loads. Footings should be proportioned to apply relative constant dead load pressure in order to reduce differential movement between adjacent footings. Foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Failure to maintain proper surface drainage could result in excessive soil -related foundation movement. Foundation excavations and subexcavation operations should be observed by the geotechnical engineer during construction. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations may be required. Cole Garner Geotechnical Geotechnical Engineering and Materials Testing Page 9 Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Canopy Foundations: CGG understands that the type and design of canopy support foundations will be determined by the Canopy Manufacturer/Installer based on their review of the contents of this geotechnical report and the soil conditions encountered at the time of foundation installation. CGG will provide recommendations for canopy foundation design, subgrade improvements, or stabilization of foundation canopy subgrades if requested by Kum & Go. Due to the isolated nature of the canopy foundations, the use of drilled piers may be a cost-effective option for support of this structure. Design criteria for drilled piers (if utilized) are outlined below. Criteria Design Value Maximum allowable end -bearing pressure 2,500 psf Maximum skin friction* 200 psf Estimated total movement 1 inch * Skin friction should be ignored in the upper three feet. A minimum practical horizontal spacing between piers of at least 3 diameters should be maintained, and adjacent piers should bear at near the same elevation. The capacity of individual piers must be reduced when considering the effects of group action. Capacity reduction is a function of pier spacing and the number of piers within a group. For vertical loading conditions, the following reduction percentages due to group action should be used in the design: Pier Spacing (x Pier Diameter (D)) Reduction (%) 3D 0 2D 25 1 D 50 To satisfy forces in the horizontal direction, piers may be designed for the following lateral load criteria based on L-pile/Com624 parameters: Parameter Sandy Soils above Groundwater Unit Weight, pcf (moist) 120 Avg. Undrained Shear Strength, psf -- Angle of Internal Friction, f (degrees) 30 Coefficient of Subgrade Reaction, k (pci) 25 Strain, e50 -- Auger refusal on relatively large cobbles/boulders was encountered in our borings in the area of the proposed canopy at depths of about 20 and 26 feet below existing site grades. We recommend drilled piers be designed to bear above these conditions. Cole Garner Geotechnical Geotechnical Engineering and Materials Testing Page 10 Geotechnical Engineering Report Kum 8 Go Fuel Station IsConvenience Store No. 230 —Wheat Ridge, CO DnIling to design depths should be possible with heavyduty,single -Hight power augers. Shafts should restruain open without stabilizing measures Provided they are designed to bear above the groundwater (encountered at a per of about SI feet below existing site arcr i. Plan concrete should be placed Im medlately following completion of drlllIng and cleaning. Plan concrete WILL slump In the range of 5 to J Inches Is recommended. Plan concrete should be designed to achieve Its 28 day design strength at these higher slumps. Free fall concrete placement In piers Is acceptable provided provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottomdumphopper, or an elephant's trunk discharging near the bottom of the hole Is recommended to reduce to potential for concrete segregation. Pler hearing surfaces must be cleaned prior to concrete placement A representative of thegeotechnlcal engineer should observe pier Installation. Lateral Earth Pressures: Earth presuressi be Influenced by stucmral design of thewalls, conditions of wall restraint, methods of constuctlon, wetting of backfill materials, and/or compaction and the strength of the materials being restrained. Loads that should be considered by the structural engineer on walls areshown below. Finished S au lye Pressure assumes movement movement Is restrained Active earth pressure Is commonly used for design of freestanding antlever retaining walls and movement.assumes The ratredrcondition assumes no wall rotation. Walls with unbalanced backfill levels on opposite sides (I.e. basement walls) should be deigned for earth pressures at last equal to those Indicated In the following table. The recommended design lateral earth pressures do not Includes factor of safety and do not provide for possible hydrostatic pressure on thewalls. Cole Garner Geotechnical Page 11 Geotechnical Engineering and MaledalsTe4ing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 EARTH PRESSURE COEFFICIENTS Earth Equivalent Surcharge Earth pressure p Coefficient for backfill type Yp fluid pressure Pl, pressure Pz, conditions pressure, psf psf pcf Active (Ka) Clayey to silty sand soils - 0.33 40 (0.33)S (40)H At -Rest (Ko) Clayey to silty sand soils - 0.50 60 (0.50)S (60)H Passive (Kp) Clayey to silty sand soils — 2.3 275 Conditions applicable to the above conditions include: • for active earth pressure, wall must rotate about base, with top lateral movements 0.01 Z to 0.02 Z, where Z is wall height • for passive earth pressure, wall must move horizontally to mobilize resistance uniform surcharge, where S is surcharge pressure in-situ soil backfill weight a maximum of 120 pcf horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density loading from heavy compaction equipment not included no groundwater acting on wall no safety factor included ignore passive pressure in frost zone Backfill placed against structures may consist of the on-site soils processed to a soil -like consistency with maximum particle sizes on the order of 4 to 6 inches. To calculate the resistance to sliding, a value of 0.35 may be used as the coefficient of friction between the footing and the underlying soil. If the project contains any walls which will retain unbalanced soil loads (basement/crawlspace/retaining walls), we recommend installation of a drainage system be installed at the based of the retained soil mass to control the water level behind the wall. If this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for clayey backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. These pressures do not include the influence of surcharge, equipment or floor loading, which should be added. Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. Seismic Considerations: Based on the subsurface conditions encountered in the test holes drilled on the site, we estimate that a Site Class D is appropriate for the site according to the 2015 International Building Code (Section 1613.3.2 referencing Table 20.3-1 of ASCE 7, Chapter 20). This parameter was estimated based on extrapolation of data beyond the deepest depth explored, using methods allowed Cole Garner Geotechnical Page 12 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 by the code. Actual shear wave velocity testing/analysis and/or exploration to 100 feet was not performed. Floor Slab Design and Construction: Provided that mitigation of any unsuitable existing fill or lean clay soil (if present) is performed as outlined above, we believe the use of a conventional slab -on -grade floor is acceptable for the building. Some movement of a slab -on -grade floor system is possible should the subgrade soils become elevated in moisture content. We estimate that potential total slab movement will be on the order of 1 -inch, provided that the other recommendations in this report are followed. Requirements as outlined in the Kum & Go GIR require limiting potential floor slab movement to% -inch. Utilizing a structural floor supported on shallow foundations could be considered as an alternative; however, although this option would further reduce the potential for floor slab movement and distress, movement will not conclusively be reduced to %-inch. We are available to further discuss floor slab construction upon request. To reduce potential slab movements, the subgrade soils should be prepared as outlined in the "Earthwork" section of this report and adequate surface drainage needs to be maintained. For structural design of concrete slabs -on -grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on the on-site soils. Additional floor slab design and construction recommendations are as follows: Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. Control joints should be provided in slabs to control the location and extent of cracking. A minimum 2 -inch void space should be constructed above or below non-bearing partition walls placed on the floor slab. If this void space is constructed as a slip joint at the top of the wall, some minor drywall cracking could occur due to slab movement, prior to mobilization of this joint. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. The use of a vapor retarder/barrier should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions regarding the use and placement of a vapor retarder/barrier. Cole Garner Geotechnical Page 13 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Floor slabs should not be constructed on frozen subgrade. Other design and construction considerations, as outlined in Section 302.113 of the ACI Design Manual, are recommended. Below -Grade Construction: Below -grade building construction is not anticipated as a part of this development. If basement or crawlspace construction is planned, additional recommendations and subsurface drainage plans will need to be developed. Underground Fuel Storage Tanks: The subsurface conditions encountered in our boring (Boring No. 6) at the proposed location of the underground fuel storage tanks (UST's) included interbedded layers of fine to coarse sands and silty sands that extended to the depth explored. Groundwater was not encountered in or boring. Based on Kum & Go GIR, backfill material for the proposed UST's should consist of "pea gravel" with a maximum particle size of %-inch and no more than 5% passing the No. 8 sieve, or similar approved material. Any loose/soft soils at the base of the proposed tanks should be recompacted prior to placement of the "pea gravel". Private Pavement Thickness Design and Construction: Design of private pavements for the project is based on procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO) and also the Colorado Department of Transportation (COOT) Pavement Design Manual (2014). Public roadway improvements, if any, will require a formal pavement thickness design be provided to the City of Wheat Ridge for approval prior to pavement construction. We are available to discuss these additional services with you, if needed. These referenced design methods are based on soil support values and anticipated traffic over a given design life. Expansive Soils: Expansive lean clay soils are present on portions of the site. Where any significant lenses/layers of expansive soils are present below proposed pavements, mitigation should be performed as directed by the geotechnical engineer to include subexcavation, moisture - conditioning, and recompaction. For pavement and critical exterior flatwork areas, we recommend subexcavation of any expansive clayey soils be performed to a minimum depth of 3 feet below private pavements. Grading fill used to raise site grades can be considered as part of this engineered fill zone. In our experience, it is common for project owners to forego the costs associated with this type of mitigation, and instead use those funds to perform pavement maintenance in areas where excessive Cole Garner Geotechnical Page 14 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 distress occurs. We believe that moderate damage could occur where pavement subgrade becomes substantially wetted after construction is complete. Since pavements associated with the project are privately maintained, the owner may choose to only perform typical subgrade preparation. Existing Fill: Existing fill soils are also present on portions of the site. Existing fills can present a greater than normal risk of post -construction movement of pavements and exterior flatwork supported on these materials. Because of the inherent uncertainty associated with the composition and engineering properties of undocumented fills, there is some risk of poor pavement performance. To address this risk, we recommend additional subsurface evaluation during construction and a thorough proofroll of the pavement subgrade soils. Existing fills should be further evaluated with a series of test pits to be observed by the geotechnical engineer. Where any unsuitable materials are present, some limited removal and recompaction may be required. At a minimum, the subgrade materials should be scarified, moisture -conditioned and recompacted to a depth of 12 inches. Subgrade Soil: The on-site silty sand and clayey sand/lean clay soils are considered to generally provide good to fair/poor pavement support. Laboratory testing of a representative bulk sample of the clayey soil indicated an R -Value of 16 (CDOT correlated resilient modulus (M,) of 4,334) for use in flexible pavement (asphalt) thickness design. For design of rigid concrete pavements, a modulus of subgrade reaction (K -value) of 125 pounds per cubic inch (pci) was utilized. Design Traffic: Traffic for private pavements (Standard Duty) was obtained from the Kum & Go GIR using a design life of 20 years and includes: maximum daily traffic of 1,250 cars; four 3 -axle, single - unit delivery trucks, per day; one 3 -axle, single -unit trash truck, every two days; and two 5 -axle, single -trailer fuel tankers, per day (equivalent 18 -kip daily load applications, EDLA of 10). Pavement Sections: Per the Kum & Go GIR, the following values were utilized for flexible pavement design: an initial serviceability index of 4.2, a terminal serviceability index of 2.5, an inherent reliability of 85 percent, and a standard deviation of 0.45. A drainage coefficient of 1.0 was also utilized for flexible pavement design. Using the appropriate EDLA values, environmental criteria and other factors, the design structural numbers (SN) of the pavement sections were determined on the basis of the 1993 AASHTO design equation. In addition to the flexible pavement design analyses, a rigid pavement design analysis was completed based upon AASHTO design procedures. Along with soil and traffic conditions, rigid pavement design is based on the Modulus of Rupture of the concrete, a standard deviation of 0.35, and other factors previously outlined. A modulus of rupture of 650 psi (working stress 488 psi) was used for pavement concrete. The rigid pavement thickness for each traffic category was determined on the basis of the AASHTO design equation. Cole Garner Geotechnical Page 15 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 We have considered full depth rigid concrete pavement, full depth -asphalt paving, and a composite section with asphalt pavement over aggregate base course. Alternatives for rigid and flexible pavements are summarized below. Pavement design calculations are provided in Appendix D. We understand that Kum & Go favors the use of rigid PCC pavement. A minimum 6 -inch thickness of Portland cement concrete pavement is recommended at the location of dumpsters where trash trucks park and load, and should be utilized in other areas with heavy truck traffic. Each alternative should be investigated with respect to current material availability and economic conditions. Temporary Unpaved Access Drives: In our opinion, the use of aggregate base course or crushed stone may be considered for use in constructing temporary access roads for construction traffic and/or all-weather fire truck access. In order to provide an all-weather surface, we recommend that the section include a minimum of 12 inches of aggregate base course (CDOT Class 5 or 6) or a minimum of 8 inches of 3 -inch minus crushed aggregate (or recycled concrete). In our opinion, these sections would be suitable for the support of delivery and concrete trucks and occasional fire truck access (80,000 ponds maximum) for the anticipated duration of a typical project of this magnitude. The contractor should be responsible for monitoring the condition of unpaved drive lanes, including the repair and maintenance of the drive lanes throughout its use in order to provide the required access. We believe it is likely that these aggregate materials will be "contaminated" with soil and other constituents over the course of construction; therefore, the aggregate materials should not be considered part of the final pavement section unless otherwise evaluated and approved by the Geotechnical Engineer. Subgrade Preparation: We recommend the pavement areas be rough graded and then thoroughly proof rolled with a loaded tandem axle dump truck, water truck, or other heavy equipment approved by the observing engineer prior to final grading and paving. Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are located should be repaired by removing and replacing the materials with properly compacted engineered fills. At a minimum, in order to provide a more uniform subgrade for site pavements, we recommend that all pavements be constructed on a minimum of 12 inches of properly moisture conditioned and Cole Garner Geotechnical Page 16 Geotechnical Engineering and Materials Testing Private Pavement Thickness (Inches) TrafficArea Alter- Portland Cement Hot -Mix Asphalt Aggregate Base native Con crate (PCC) (HMA) Course (ABC) Private Pavements A 6 B -- 4 8 Kum&Go - Standard -Duty (EDLA=10) C -- 6'M We understand that Kum & Go favors the use of rigid PCC pavement. A minimum 6 -inch thickness of Portland cement concrete pavement is recommended at the location of dumpsters where trash trucks park and load, and should be utilized in other areas with heavy truck traffic. Each alternative should be investigated with respect to current material availability and economic conditions. Temporary Unpaved Access Drives: In our opinion, the use of aggregate base course or crushed stone may be considered for use in constructing temporary access roads for construction traffic and/or all-weather fire truck access. In order to provide an all-weather surface, we recommend that the section include a minimum of 12 inches of aggregate base course (CDOT Class 5 or 6) or a minimum of 8 inches of 3 -inch minus crushed aggregate (or recycled concrete). In our opinion, these sections would be suitable for the support of delivery and concrete trucks and occasional fire truck access (80,000 ponds maximum) for the anticipated duration of a typical project of this magnitude. The contractor should be responsible for monitoring the condition of unpaved drive lanes, including the repair and maintenance of the drive lanes throughout its use in order to provide the required access. We believe it is likely that these aggregate materials will be "contaminated" with soil and other constituents over the course of construction; therefore, the aggregate materials should not be considered part of the final pavement section unless otherwise evaluated and approved by the Geotechnical Engineer. Subgrade Preparation: We recommend the pavement areas be rough graded and then thoroughly proof rolled with a loaded tandem axle dump truck, water truck, or other heavy equipment approved by the observing engineer prior to final grading and paving. Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are located should be repaired by removing and replacing the materials with properly compacted engineered fills. At a minimum, in order to provide a more uniform subgrade for site pavements, we recommend that all pavements be constructed on a minimum of 12 inches of properly moisture conditioned and Cole Garner Geotechnical Page 16 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 recompacted on-site soils. Confirmation of the moisture content and compaction level of the subgrade soils should be confirmed just prior to paving. • Pavement Materials: Materials utilized for pavements should meet specifications outlined in the CDOT Standards. Aggregate base course (if used on the site) should consist of a blend of sand and gravel which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. Aggregate base course should be placed in lifts not exceeding 6 inches and compacted to a minimum of 95 percent of the standard Proctor density (ASTM D698). Hot -mix asphalt should be composed of a mixture of aggregate, filler and additives (if required) and approved bituminous material. The asphalt concrete should conform to approved mix designs stating the Hveem properties, optimum asphalt content, and job mix formula and recommended mixing and placing temperatures. Aggregate used in hot -mix asphalt should meet particular gradations. Material meeting CDOT Grading S (lower lift) or SX (top lift only) specifications or equivalent is recommended for asphalt concrete. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in appropriate lifts (CDOT specs per table below) and compacted within a range of 92 to 96 percent of the theoretical maximum (Rice) density (ASTM D2041). CDOT specifications for asphalt pavement lift thickness per grading size: CDOT HMA Grade Nominal Maximum Aggregate Size (NMAS) Structural Layer Lift Thickness (Inches)* Minimum Maximum SX 1/2" 2.00 3.00 S 3/4" 2.25 3.50 SG 1" 3.00 4.00 * Alternative lift thicknesses can be considered provided the contractor uses equipment and procedures to obtain the required compaction. Concrete utilized for rigid pavements should meet CDOT Class P requirements and be obtained from an approved mix design with the following minimum properties: Modulus of Rupture @ 28 days...................................................................... 650 psi minimum • Strength Requirements...............................................................................................ASTM C94 • Cement Type......................................................................................................Type II Portland Entrained Air Content..................................................................................................... 6 to 8% Concrete Aggregate............................................................... ASTM C33 and CDOT Section 703 Cole Garner Geotechnical Page 17 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Concrete should be deposited by truck mixers or agitators and placed a maximum of 90 minutes from the time the water is added to the mix. Other specifications outlined by CDOT should be followed. Longitudinal and transverse joints should be provided as needed in concrete pavements for expansion/contraction and isolation. The location and extent of joints should be based upon the final pavement geometry. Sawed joints should be cut within 24 hours of concrete placement and should be a minimum of 25 percent of slab thickness plus 1/4 inch. All joints should be sealed to prevent entry of foreign material and doweled where necessary for load transfer. Compliance: Recommendations for pavement design and construction presented depend upon compliance with recommended material specifications. To assess compliance, observation and testing should be performed under the observation of the geotechnical engineer. Pavement Performance: Future performance of pavements constructed on the subgrade at this site will be dependent upon several factors, including: Maintaining stable moisture content of the subgrade soils. Providing for a planned program of preventative maintenance. The performance of all pavements can be enhanced by minimizing excess moisture, which can reach the subgrade soils. The following recommendations should be considered at minimum: • Site grading at a minimum 2 percent grade onto or away from pavements. • Water should not be allowed to pond behind curbs. • Compaction of any utility trenches for landscaped areas to the same criteria as the pavement subgrade. • Sealing all landscaped areas in or adjacent to pavements to minimize or prevent moisture migration to subgrade soils. Placing compacted backfill against the exterior side of curb and gutter. Placing curb, gutter and/or sidewalk directly on subgrade soils without the use of base course materials. Preventative maintenance should be planned and provided for an ongoing pavement management program in order to enhance future pavement performance. Preventative maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e.g. crack sealing and patching) and global maintenance (e.g. surface sealing). Preventative maintenance is usually the first priority Cole Garner Geotechnical Page 18 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Final Grading, Surface Drainage and Landscaping: All grades must be constructed to provide positive drainage away from structure(s) during construction, and it is imperative that grades be maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. Water permitted to pond near or adjacent to the perimeter of structures (either during or post - construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not constructed and maintained, and water is allowed to infiltrate the supporting subgrade. Exposed ground (unpaved, landscaped areas) should be sloped at a minimum of 10 percent grade for at least 5 feet beyond the perimeter of the building/structure, where possible. We understand that this may not be feasible in all unpaved areas due to ADA access requirements and existing site constraints. Swales sidewalk chases, area drains may be required to facilitate drainage. Backfill against footings, exterior walls and in utility and sprinkler line trenches should be well compacted and free of construction debris to reduce the possibility of moisture infiltration. After building construction and prior to project completion, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. Roof drains should discharge via solid pipe into storm sewer systems, if possible. Where this is not possible, roof drain flows should be directed onto pavements or discharge away from structures a minimum of 5 feet through the use of splash blocks or downspout extensions. Flatwork will be subject to post construction movement due to soil heave/settlement and frost action. Maximum grades practical should be used for paving and flatwork to prevent areas where water can pond. In addition, allowances in final grades should take into consideration post -construction movement of flatwork, particularly if such movement would be critical. Where paving or flatwork abuts the structure, care should be taken that joints are properly sealed and maintained to prevent the infiltration of surface water. Planters located adjacent to the structure should preferably be self-contained. Landscaping in close proximity to the foundation should be limited to well-maintained and timed drip irrigation only. Sprinkler mains and spray heads should be located a minimum of 5 feet away from the building line. Cole Garner Geotechnical Geotechnical Engineering and Materials Testing Page 19 Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 Additional Design and Construction Considerations: Exterior Slab Design and Construction: Flatwork and pavements will be subject to post construction movement due to backfill settlement and/or soil/frost heave. The amount of movement will be related to the compactive effort used when the fill soils are placed and future wetting of the subgrade soils. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. To reduce the potential for damage, we recommend: • exterior slabs in critical areas be supported on a zone of recompacted soils. • supporting of flatwork at building entrances and other critical areas on haunches attached by the building foundations. placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements. provision for adequate drainage in areas adjoining the slabs. use of designs which allow vertical movement between the exterior slabs and adjoining structural elements. Underground Utility Systems: All underground piping within or near the proposed structures should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in foundation walls should be oversized to accommodate differential movements. It is strongly recommended that a representative of the geotechnical engineer provide full-time observation and compaction testing of trench backfill within building and pavement areas. Corrosion Protection: Bulk samples were tested for the soil corrosion properties outlined in the table below. These values should be used to determine potential corrosive characteristics of the on- site soils with respect to contact with the various underground materials that will be used for project construction. Cole Garner Geotechnical Page 20 Geotechnical Engineering and Materials Testing Water- ACI Laboratory Depth Soluble Sulfate Minimum Boring Material pH (ft) Sulfates Exposure Resistivity (ppm) Class (ohm -cm) 7 4 Clayey Sand 0 SO - - P2 2 Lean Clay with Sand 100 SO 7,300 7.41 P3 2 Clayey Sand 0 SO 7,000 7.66 Cole Garner Geotechnical Page 20 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Kum & Go Fuel Station & Convenience Store No. 2310 — Wheat Ridge, CO CGG Project No. 19.22.192 As noted in the table above, select soil samples likely to be in contact with project concrete were tested for the presence of water-soluble sulfates in order to determine corrosion characteristics and the appropriate concrete mixtures. Results of testing indicate these soils are categorized as American Concrete Institute (ACI) Sulfate Exposure Class S0. However, for increased protection from sulfate attack, we recommend project concrete be designed for ACI Sulfate Exposure Class S1 in accordance with Chapter 19 of the ACI design manual, Building Code Requirements for Structural Concrete (ACI 318-14). Requirements for project concrete (placed on or below grade) are also listed in the table below. GENERAL COMMENTS CGG should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. CGG should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless CGG reviews the changes, and either verifies or modifies the conclusions of this report in writing. Cole Garner Geotechnical Page 21 Geotechnical Engineering and Materials Testing Minimum Concrete ACI Sulfate Portland Cement Type Maximum Compressive Strength Exposure Class (ASTM C150) Water/Cement Ratio (psi) S1 II(or equivalent) 0.50 4,000 GENERAL COMMENTS CGG should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. CGG should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless CGG reviews the changes, and either verifies or modifies the conclusions of this report in writing. Cole Garner Geotechnical Page 21 Geotechnical Engineering and Materials Testing APPENDIX A VICINITY MAP BORING LOCATION DIAGRAM BORING LOGS SUBSURFACE PROFILE DIAGRAM Geotech r , .W _ AST r I 1 W. ILP 11ir - (D .i IM a Quintalnn - by Wyn ham Denver_. $169 WAS� 5 � 1 — ~ God Times Bu gers &Frozen Custard illips.6* 3D —� W 32nd Ave W 32nd Ave _ + I m Google N � Imagery X2019 Google, Map data 02019 United States Terms Send feedback 200 h W N Geotech � � J -FBI- d I i ►i`., La Quinta Inn by Wyndham Denver:... - — J&Ag�1 3`j I ■��Alt FIGURE 2 - BORING LOCATION DIAGRAM Cole Garner Geotechnical 1 APPROXIMATE KUM & GO NO. 2310 1070 W. 124th Ave., Suite 300 BORING LOCATIONS TBD YOUNGFIELD SERVICE ROAD Westminster, CO 80234 WHEAT RIDGE, COLORADO (303) 996-2999 CGG PROJECT NO. 19.22.192 Geotech L 1 � �I li �f � � J -FBI- d I i ►i`., La Quinta Inn by Wyndham Denver:... - — J&Ag�1 3`j I ■��Alt FIGURE 2 - BORING LOCATION DIAGRAM Cole Garner Geotechnical 1 APPROXIMATE KUM & GO NO. 2310 1070 W. 124th Ave., Suite 300 BORING LOCATIONS TBD YOUNGFIELD SERVICE ROAD Westminster, CO 80234 WHEAT RIDGE, COLORADO (303) 996-2999 CGG PROJECT NO. 19.22.192 Geotech F'W BORING NUMBER 1 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5511.5 ft PROPOSED ELEV.5514.33 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 zc 0 wo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)o Lu Wn Oz J �C)Q Lu � d 0 0 U 0 FINE to COARSE SAND with SILT and GRAVEL, brown, reddish -brown, pink, tan, white, dry to moist, medium dense to very dense SM C13 100 40/12 4.1 120 5 SP -SM CB 100 50/12 3.3 10 SP -SM CB 100 50/12 3.8 131 15 SP -SM CB 100 50/6 3.0 20 SP -SM CB 100 43/12 5.7 " 25 5486.5 25 Approximate bottom of borehole at 25.0 feet. U) z J 0 U [0 U W F O W 0 F'W BORING NUMBER 2 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5512 ft PROPOSED ELEV.5514.33 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 zc 0 wo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)o Lu Wn Oz J �0✓Q Lu � d 0 0 U 0 FINE to COARSE SAND with SILT and GRAVEL, brown, reddish -brown, grey, pink, white, iron -stained, dry to moist, medium dense to very dense 5 SW -SMI CB 100 36/12 3.7 10 SP -SM CB 100 36/12 6.7 15 SP -SM CB 100 23/12 3.4 20 25 SP -SM CB 100 50/5 5.2 30 SP -SM CB 1 100 1 50/5 31.5 5480.5 Refusal at 31.5 feet. Approximate bottom of borehole at 31.5 feet. U) z J 0 U [0 U W F O LU (3 F'W BORING NUMBER 3 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5512.5 ft PROPOSED ELEV.5514.33 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 zc 0 wo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)o Lu Wn Oz J �C)Q Lu � d 0 0 U 0 FINE to COARSE SAND with SILT and GRAVEL, varies with Silty Sand lenses, brown, tan, iron -stained, dry to moist, medium dense to dense SP -SM CB 100 50/9 3.3 5 SM C13 100 50/10 4.2 123 10 SP -SM CB 100 26/12 5.3 111 15 SP -SM CB 100 37/12 4.2 118 20 SP -SM CB 100 29/12 3.8 . 1 25 5487.5 25 SP -SM CB 100 33/12 4.9 Approximate bottom of borehole at 25.0 feet. F'W BORING NUMBER 4 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5509.5 ft PROPOSED ELEV.5511.5 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME-55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 z 0 c Luo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o 0ZOz U)� Q C) U p 0 U)o Lu of wD0 � Lu 0 0 U J 0 FINE to COARSE SAND with SILT and GRAVEL, tan, grey, dry to moist, loose to very dense 5 SP-SM CB 100 12/12 4.7 10 SW-SM CB 100 44/12 3.9 15 SP-SM CB 100 38/12 3.6 20 25 SP-SM CB 100 50/6 4.6 26 5483.5 Refusal at 26.0 feet. Approximate bottom of borehole at 26.0 feet. F'W BORING NUMBER 5 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5510.5 ft PROPOSED ELEV.5510.5 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME-55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 z 0 c Luo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > o U)� Q U p 0 U)0 0 W n O Z C) Q wD0 � Lu 0 0 U J 0 FINE to COARSE SAND with SILT and GRAVEL, brown, tan, moist, medium dense SP-SM CB 100 32/12 2.3 5 SP-SM CB 100 29/12 4.4 8 5502.5 SILTY SAND, fine to medium grained, varies with gravel, varies clayey, varies to Clayey Sand, light brown, tan, dry to moist, medium dense to very dense 10 SC CB 100 18 / 12 9.9 106 +0.8/500 15 SM CB 100 21/12 15.8 100 20 5490.5 1 20 1 SM C13 0 50 / 0 Refusal at 20.0 feet. Approximate bottom of borehole at 20.0 feet. U) z J 0 U [0 U W F O LU (3 F'W BORING NUMBER 6 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5510 ft PROPOSED ELEV.5510 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME-55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 z 0 c Luo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)o Lu Wn Oz J �0✓Q Lu � d 0 0 U 0 FINE to COARSE SAND with SILT and GRAVEL, light brown to brown, tan, dry to moist, medium dense 5 SW-SMI CB 100 29/12 3.9 118 7 5503.0 SILTY SAND, fine to medium grained, light brown, tan, grey, iron-stained, dry to moist, medium dense 10 SM C13 100 22/12 6.4 105 -0.6/500 15 SM C13 100 29/12 11.4 99 20 SM C13 100 26/12 4.3 104 22 5488.0 FINE to COARSE SAND with SILT and GRAVEL, light to dark brown, iron-stained, dry to moist, medium dense 25 5485.0 25 SP-SM C B 100 39/12 3.8 129 Approximate bottom of borehole at 25.0 feet. F'W BORING NUMBER 7 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5512 ft PROPOSED ELEV.5512 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING None - 7/19/19 J 0 W 0 z 0 c wo J Lu O)U` N 0 = H c of� Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 0 zZ OZ SOU } �0✓Q wD0 n ? � a 0 �U� FILL - CLAYEY to SILTY SAND, light brown to brown, dry to moist, medium dense 8 5504.0 I SM 1 CB 1 100 1 17/12 1 9.6 1 112 1 SC 1 CB 1 100 1 23 / 12 1 6.8 1 120 1 +0.7/500 1 SILTY SAND, fine to coarse grained, light brown to brown, dry, medium dense 10 S M C13 100 44/12 4.5 127 • 12 5500.0 SANDY LEAN CLAY to CLAYEY SAND, brown to dark brown, hard CUSC 1 CB 1 100 1 50/6 1 11.3 Approximate bottom of borehole at 15.0 feet. z J 0 U [0 U W F O W 0 F'W Cole Garner Geotechnical BORING NUMBER 8 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5507.5 ft PROPOSED ELEV.5507.5 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING 31.00 ft / Elev 5476.50 ft LOGGED BY TMC CHECKED BY AG T AFTER DRILLING DCI (a7 25' - 7/19/19 U Q O MATERIAL DESCRIPTION = w o 0 J 0 U W 0 H o � > Lu z 0 c o .Z d c wo of� U)� Oz J 0 Q 0 J 0 Lu U)( N Zof o U p _j of Lu U CLAYEY SAND, fine grained, brown, tan, dry to moist, loose 5 SC CB 100 11 / 12 15.9 98 +1.4/500 7 5500.5 SILTY SAND, fine to medium grained, light brown, tan, dry, medium dense 10 SM CB 100 15/12 6.7 100 13 5494.5 CLAYEY to SILTY SAND, fine grained, brown, tan, moist, loose SC/SM CB 100 14/12 21.5 102 15 .•18 5489.5 FINE to COARSE SAND with SILT and GRAVEL, brown to dark brown, tan, iron -stained, dry to wet, hard 20 SP -SM CB 100 50/9 1.1 25 SP -SM CB 100 50/9 3.6 30 Q 32 5475.5 35 CLAYSTONE BEDROCK, varies sandy, dark grey, moist, very hard 35 5472.5 CB 100 50 / 6 16.3 116 Approximate bottom of borehole at 35.0 feet. F'W BORING NUMBER P1 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5513 ft PROPOSED ELEV.5513 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING Backfilled - 7/19/19 J 0 W 0 z 0 c Luo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)0 W n O Z C) Q wD0 � Lu 0 0 U J 0 FINE to COARSE SAND with SILT and GRAVEL, brown, tan, dry to moist, medium dense to dense SP -SM CB 100 42/12 5.4 5508.0 5 SW -SM CB 100 49/12 5.4 Approximate bottom of borehole at 5.0 feet. F'W BORING NUMBER P2 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5511 ft PROPOSED ELEV.5511 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING Backfilled - 7/19/19 J 0 W 0 z 0 c Luo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)0 W n O Z C) Q wD0 � Lu 0 0 U J 0 LEAN CLAY with SAND, varies to Clayey Sand, brown, dry to moist, very stiff N5medium 3 5508.0 CL C13 100 25/12 11.0 111 +6.7/200 CLAYEY to SILTY SAND, fine grained, brown, white, dry, dense SC/SM CB 100 18/12 6.6 109 " 5 5506.0 5 Approximate bottom of borehole at 5.0 feet. F'W BORING NUMBER P3 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5514 ft PROPOSED ELEV.5514 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING Backfilled - 7/19/19 J 0 W 0 zc 0 wo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)0 Lu W n O Z J C) Q Lu � d 0 0 U 0 CLAYEY SAND, fine grained, brown, white, dry to moist, medium dense 3 5511.0 SC CB 100 15/12 7.1 104 FINE to COARSE SAND with SILT and GRAVEL, brown, dark grey, iron -stained, dry to moist, dense 5 5509.0 5 SP -SM CB 100 50/10 2.6 Approximate bottom of borehole at 5.0 feet. F'W BORING NUMBER P4 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO DATE STARTED 7/18/19 COMPLETED 7/18/19 GROUND SURFACE ELEV.5516 ft PROPOSED ELEV.5516 ft DRILLING CONTRACTOR Vine Laboratories SURFACE CONDITIONS Graded soil DRILLING METHOD CME -55/ Solid Stem Auger GROUNDWATER LEVELS: HAMMER TYPE Automatic �iZ DURING DRILLING None LOGGED BY TMC CHECKED BY AG T AFTER DRILLING Backfilled - 7/19/19 J 0 W 0 z 0 c Luo J Lu �U N U = H c Zof o Q O MATERIAL DESCRIPTION w U > OU o U)� Q U p 0 U)0 W n O Z C) Q wD0 � Lu 0 0 U J 0 FINE to COARSE GRAINED SAND with SILT, varies to Silty Sand, fine grained, brown, tan, dry to moist, loose to medium dense SW -SM CB 100 7/12 10.0 100 5511.0 5 SM C13 100 18/12 5.8 Approximate bottom of borehole at 5.0 feet. a 0 N o5 0 Cole Garner Geotechnical SUBSURFACE DIAGRAM 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 &W. 32nd Ave -Wheat Ridge, CO Distance Along Baseline (ft) APPENDIX B LABORATORY TEST RESULTS Geotech Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO 1 -I= Elm N W N 0 c� m Q J U) D 0 w J Z U) Z Ira U) J 0 U) Z 0 U 0.1 1 10 APPLIED PRESSURE, ksf 100 BOREHOLE DEPTH Classification Yd MC% • 5 9.0 CLAYEY SAND(SC) 106 10 Note: Water Added to Sample at 500 psf. Date: 7/23/19 Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO 1 -I= Elm N W N 0 c� m Q J U) D 0 w J Z U) Z Ira U) J 0 U) Z 0 U 0.1 1 10 APPLIED PRESSURE, ksf 100 BOREHOLE DEPTH Classification Yd MC% • 6 9.0 SILTY SAND(SM) 105 6 Note: Water Added to Sample at 500 psf. Date: 7/23/19 Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO 1 -I= Elm N W N 0 c� m Q J U) D 0 Z w J Z U) Z Ira U) J 0 U) Z 0 U 0.1 1 10 APPLIED PRESSURE, ksf 100 BOREHOLE DEPTH Classification Yd MC% • 7 4.0 FILL - CLAYEY SAND 120 7 Note: Water Added to Sample at 500 psf. Date: 7/23/19 Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO 1 -I= Elm N W N 0 c� m Q J U) D 0 w J Z U) Z Ira U) J 0 U) Z 0 U 0.1 1 10 APPLIED PRESSURE, ksf 100 BOREHOLE DEPTH Classification Yd MC% • 8 4.0 CLAYEY SAND(SC) 98 16 Note: Water Added to Sample at 500 psf. Date: 7/23/19 Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO 1 -I= Elm 0.1 1 10 APPLIED PRESSURE, ksf 100 BOREHOLE DEPTH Classification Yd MC% • P2 2.0 LEAN CLAY with SAND(CL) 111 11 Note: Water Added to Sample at 200 psf. Date: 7/23/19 W N U) z a Cole Garner Geotechnical GRAIN SIZE DISTRIBUTION 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 100 95 90 85 80 75 70 65 60 >W m 55 ry LU 50 z 45 z LU � 40 LU a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY coarse fine I coarse I medium I fine BOREHOLE DEPTH Classification LL PL PI Cc Cu • 1 2.0 SILTY SAND(SM) NP NP NP Z 2 4.0 WELL -GRADED SAND with SILT(SW-SM) NP NP NP 2.14 20.08 A 4 9.0 WELL -GRADED SAND with SILT and GRAVEL(SW-SM) NP NP NP 1.25 17.08 * 6 4.0 WELL -GRADED SAND with SILT(SW-SM) NP NP NP 2.08 11.26 (D P1 4.0 WELL -GRADED SAND with SILT and GRAVEL(SW-SM) NP NP NP 1.30 29.02 BOREHOLE DEPTH D100 D60 D30 D10 %Gravel %Sand %Silt I 9/.Clay 0 1 2.0 9.5 1.061 0.314 8.7 78.4 12.9 Z 2 4.0 9.5 1.924 0.628 0.096 10.8 80.6 8.6 A 4 9.0 9.5 2.408 0.65 0.141 25.6 67.0 7.4 * 6 4.0 9.5 0.86 0.37 0.076 7.9 82.2 9.9 101 P1 4.0 1 9.5 1 1.897 1 0.401 1 1 20.8 1 68.2 1 11.1 Cole Garner Geotechnical GRAIN SIZE DISTRIBUTION 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NAME Kum & Go #2310 PROJECT NUMBER 19.22.192 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 100 95 90 85 80 75 70 65 60 >W m 55 ry LU 50 z 45 z LU � 40 LU a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY coarse fine I coarse I medium I fine BOREHOLE DEPT Classification I LL PL PI Cc Cu OT P4 2.0 1 WELL -GRADED SAND with SILT(SW-SM) I NP NP NP 1.29 6.22 BOREHOLE DEPT D100 I D60 I D30 I D10 I %Gravel I %Sand I %Silt I %Clay 0 P4 2.0 1 9.5 1 0.572 1 0.261 1 0.092 1 2.4 1 89.7 1 7.9 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NUMBER 19.22.192 SUMMARY OF LABORATORY RESULTS PAGE 1 OF 2 PROJECT NAME Kum & Go #2310 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO Borehole Depth Soil Description Water Content ° ( /0) Dry Density (p°fl Swell (+) or Consolidation ()/ Surcharge (%/psf) Water Soluble Passing Sulfates #200 Sieve ° (ppm) (/0) Liquid Limit Atterber Limits g Plastic Plasticity Limit Index 1 2 SILTY SAND(SM) 4.1 120.1 13 NP NP NP 1 4 FINE to COARSE SAND with SILT and GRAVEL 3.3 1 9 FINE to COARSE SAND with SILT and GRAVEL 3.8 131.2 1 14 FINE to COARSE SAND with SILT and GRAVEL 3.0 1 19 FINE to COARSE SAND with SILT and GRAVEL 5.7 2 4 FINE to COARSE SAND with SILT and GRAVEL 3.7 9 NP NP NP 2 9 FINE to COARSE SAND with SILT and GRAVEL 6.7 2 14 FINE to COARSE SAND with SILT and GRAVEL 3.4 2 24 FINE to COARSE SAND with SILT and GRAVEL 5.2 3 2 FINE to COARSE SAND with SILT and GRAVEL 3.3 3 4 SILTY SAND 4.2 123.3 3 9 FINE to COARSE SAND with SILT and GRAVEL 5.3 111.1 3 14 FINE to COARSE SAND with SILT and GRAVEL 4.2 117.7 3 19 FINE to COARSE SAND with SILT and GRAVEL 3.8 3 24 FINE to COARSE SAND with SILT and GRAVEL 4.9 4 4 FINE to COARSE SAND with SILT and GRAVEL 4.7 4 9 FINE to COARSE SAND with SILT and GRAVEL 3.9 7 NP NP NP 4 14 FINE to COARSE SAND with SILT and GRAVEL 3.6 4 24 FINE to COARSE SAND with SILT and GRAVEL 4.6 5 2 FINE to COARSE SAND with SILT and GRAVEL 2.3 5 4 FINE to COARSE SAND with SILT and GRAVEL 4.4 5 9 CLAYEY SAND(SC) 9.9 105.8 +0.8/500 37 34 22 12 5 14 SILTY SAND 15.8 100.3 6 4 FINE to COARSE SAND with SILT and GRAVEL 3.9 118.3 10 NP NP NP 6 9 SILTY SAND(SM) 6.4 105.2 -0.6/500 33 NP NP NP 6 14 SILTY SAND 11.4 98.8 6 19 SILTY SAND 4.3 103.9 6 24 FINE to COARSE SAND with SILT and GRAVEL 3.8 129.2 7 2 FILL - SILTY SAND 9.6 111.7 7 4 FILL - CLAYEY SAND 6.8 119.6 +0.7/500 0 44 35 21 14 Cole Garner Geotechnical 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Woolpert, Inc. PROJECT NUMBER 19.22.192 SUMMARY OF LABORATORY RESULTS PAGE 2 OF 2 PROJECT NAME Kum & Go #2310 PROJECT LOCATION Interstate 70 & W. 32nd Ave - Wheat Ridge, CO Borehole Depth Soil Description Water Content ° ( /0) Dry Density (p°fl Swell (+) or Consolidation ()/ Surcharge (%/psf) Water Soluble Sulfates (ppm) Passing #200 Sieve ° (/0) Atterber Limits g Liquid Limit Plastic Plasticity Limit Index 7 9 SILTY SAND 4.5 127.3 7 14 SANDY LEAN CLAY to CLAYEY SAND 11.3 8 4 CLAYEY SAND(SC) 15.9 98.1 +1.4/500 46 34 22 12 8 9 SILTY SAND 6.7 100.5 8 14 CLAYEY to SILTY SAND 21.5 101.8 8 19 FINE to COARSE SAND with SILT and GRAVEL 1.1 8 24 FINE to COARSE SAND with SILT and GRAVEL 3.6 8 34 CLAYSTONE BEDROCK 16.3 115.8 P1 2 FINE to COARSE SAND with SILT and GRAVEL 5.4 P1 4 FINE to COARSE SAND with SILT and GRAVEL 5.4 11 NP NP NP P2 2 LEAN CLAY with SAND(CL) 11.0 111.1 +6.7/200 100 74 43 20 23 P2 4 CLAYEY to SILTY SAND 6.6 109.0 P3 2 CLAYEY SAND(SC) 7.1 104.4 0 34 34 22 12 P3 4 FINE to COARSE SAND with SILT and GRAVEL 2.6 P4 2 FINE to COARSE SAND with SILT and GRAVEL 10.0 100.4 8 NP NP NP P4 4 SILTY SAND 5.8 ATT R Value ASTM D2844 MNANCED TERRA TESTING CLIENT Cole Garner Geotechnical BORING NO. P2 JOB NO. 3009-014 DEPTH 0-5' PROJECT Kum & Go No. 2310 SAMPLE NO. BKT PROJECT NO. 19.22.192 DATE SAMPLED -- LOCATION 1-70 & W. 32nd Ave. SAMPLED BY -- DATE TESTED 07/23/19 DESCRIPTION -- TECHNICIAN AD Sample Conditions Mass of Wet Soil & Pan (g): 1177.6 1067.2 1162.8 Mass of Dry Soil & Pan (g): 1023.7 928.1 1017.3 Mass of Pan (g): 15.3 13.7 15.0 Mass of Wet Soil & Mold (g): 3271.4 3152.4 3259.0 Mass of Mold (g): 2101.1 2096.5 2104.6 Sample Height (in): 2.60 2.43 2.55 Wet Density (pcf): 136.5 131.7 137.2 Dry Density (pcf): 118.4 114.3 119.8 Wet Density (kg/m3): 2186 2110 2198 Dry Density (kg/m3): 1896 1832 1920 Moisture (%): 15.3 15.2 14.5 R Value Data Exudation Pressure (lbs): 3268 4130 6514 Exudation Pressure (psi): 260.1 328.7 518.4 2000 lbs. Dial Reading (psi): 124 112 103 Displacement Turns: 5.09 4.67 4.45 Uncorrected R Value: 12 19 24 Corrected R Value: 13 18 25 30 R Value vs. Exudation'Pressure (psi) 25 Corrected R Value at 300 psi Exudation Pressure 20 16 a 315 3 cc 10 5 0 0 100 200 300 400 500 600 Exudation Pressure (psi) NOTES: Data entry by: SPH Date: 7/25/2019 Checked by: C4C- Date: tis -le -019 File name: 3009014 R Value ASTM D2844 0.xlsm APPENDIX C GENERAL NOTES GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1W I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube — 2.5' O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger CB: California Barrel - 1.92" I.D., 2.5' O.D., unless otherwise noted RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value". For 2.5' O.D. California Barrel samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve, their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve, they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS BEDROCK (CB) (SS) (CB) (SS) Relative (CB) (SS) Blows/Ft. Blows/Ft. Consistency Blows/Ft. Blows/Ft. DensitV Blows/Ft. Blows/Ft. Consistency <3 0-2 Very Soft 0-5 < 3 Very Loose < 24 < 20 Weathered 3-5 3-4 Soft 6-14 4-9 Loose 24-35 20-29 Firm 6-10 5-8 Medium Stiff 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 11-18 9-15 Stiff 47-79 30-50 Dense 61-96 50-79 Hard 19-36 16-30 Very Stiff > 79 > 50 Very Dense > 96 > 79 Very Hard > 36 > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAIN SIZE TERMINOLOGY GRAVEL Descriptive Terms of Percent of Ma or Component Other Constituents Dry Weight of Sample Particle Size Trace <15 Boulders Over 12 in. (300mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms of Percent of Other Constituents Dry Weight Term Plasticity Index Trace <5 Non -plastic 0 With 5-12 Low 1-10 Modifiers >12 Medium 11-30 High 30+ UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification A Based on the material passing the 3 -in. (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. c Gravels with 5 to 12% fines require dual symbols: GW -GM well graded gravel with silt, GW -GC well graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. Sands with 5 to 12% fines require dual symbols: SW -SM well graded sand with silt, SW -SC well graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay 2 ECU = D60 10 /D Cc = (D30) D10 x D60 F If soil contains >_ 15% sand, add "with sand" to group name. GIf fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. 60 50 W 40 0 Z >- 30 U Q 20 J 10 7 4 0 0 10 16 20 30 40 50 60 "If fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI >_ 4 and plots on or above "A" line. OR < 4 or plots below "A" line. P PI plots on or above "A" line. c PI plots below "A" line. For classification of fine-grained �' Group soils and fine-grained fraction Symbol Group Name Coarse Grained Soils Gravels Clean Gravels Cu >_ 4 and 1 <_ Cc <_ 3E GW Well graded gravelF More than 50% retained More than 50% of coarse fraction retained on Less than 5% fines Cu < 4 and/or 1 > Cc > 3E GP Poorlygraded grave IF g g on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravelF°G°" than 12% fines Fines classifyas CL or CH GC Clayey ravelF°G°" Y Yg Sands Clean Sands Cu >_ 6 and 1 <_ Cc <_ 3E SW Well graded sand' 50% or more of coarse Less than 5% fines° Cu < 6 and/or 1 > Cc > 3E SP Poorlygraded sand' fraction passes then P1=0.9 (LL -8) 01'000, No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sandy°"°' 7 O More than 12% fines° Fines classify as CL or CH SC Clayey sandy°"°' Fine -Grained Soils Silts and Clays Inorganic PI > 7 and plots on or above "A" line CL Lean clayK,L,M 50% or more passes the Liquid limit less than 50 ' G*%' PI < 4 orlots below "A" line p ML SiltK,L,M No. 200 sieve ' MH or OH Organic Liquid limit - oven _ L- ML ML or OL Organic clayK,L,M°" dried < 0.75 OL Liquid limit - not Organic siltK°L,M,o dried Silts and Clays Inorganic PI plots on or above "A" line CH Fat clayK°L,M Liquid limit 50 or more PI plots below "A" line MH Elastic siltK,L,M Organic Liquid limit - oven dried Organic clayK°L,M,P < 0.75 OH Liquid limit - not dried Organic siltK°L,M,Q Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3 -in. (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. c Gravels with 5 to 12% fines require dual symbols: GW -GM well graded gravel with silt, GW -GC well graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. Sands with 5 to 12% fines require dual symbols: SW -SM well graded sand with silt, SW -SC well graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay 2 ECU = D60 10 /D Cc = (D30) D10 x D60 F If soil contains >_ 15% sand, add "with sand" to group name. GIf fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. 60 50 W 40 0 Z >- 30 U Q 20 J 10 7 4 0 0 10 16 20 30 40 50 60 "If fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI >_ 4 and plots on or above "A" line. OR < 4 or plots below "A" line. P PI plots on or above "A" line. c PI plots below "A" line. For classification of fine-grained �' soils and fine-grained fraction of coarse-grained soils � Equation of "A" - line Horizontal at P1=4 to LL=25.5. then P1=0.73 (LL -20) Equation of "U" - line ' O G Vertical at LL=16 to P1=7, then P1=0.9 (LL -8) 01'000, 7 O •' o1 ' G*%' ' MH or OH _ L- ML ML or OL LIQUID LIMIT (LL) 70 80 90 100 110 ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro -crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(CO3)21- May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO3). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. ROCK CLASSIFICATION (Based on ASTM C-294) Metamorphic Rocks Metamorphic rocks form from igneous, sedimentary, or pre-existing metamorphic rocks in response to changes in chemical and physical conditions occurring within the earth's crust after formation of the original rock. The changes may be textural, structural, or mineralogic and may be accompanied by changes in chemical composition. The rocks are dense and may be massive but are more frequently foliated (laminated or layered) and tend to break into platy particles. The mineral composition is very variable depending in part on the degree of metamorphism and in part on the composition of the original rock. Marble A recrystallized medium- to coarse-grained carbonate rock composed of calcite or dolomite, or calcite and dolomite. The original impurities are present in the form of new minerals, such as micas, amphiboles, pyroxenes, and graphite. Metaquartzite A granular rock consisting essentially of recrystallized quartz. Its strength and resistance to weathering derive from the interlocking of the quartz grains. Slate A fine-grained metamorphic rock that is distinctly laminated and tends to split into thin parallel layers. The mineral composition usually cannot be determined with the unaided eye. Schist A highly layered rock tending to split into nearly parallel planes (schistose) in which the grain is coarse enough to permit identification of the principal minerals. Schists are subdivided into varieties on the basis of the most prominent mineral present in addition to quartz or to quartz and feldspars; for instance, mica schist. Greenschist is a green schistose rock whose color is due to abundance of one or more of the green minerals, chlorite or amphibole, and is commonly derived from altered volcanic rock. Gneiss One of the most common metamorphic rocks, usually formed from igneous or sedimentary rocks by a higher degree of metamorphism than the schists. It is characterized by a layered or foliated structure resulting from approximately parallel lenses and bands of platy minerals, usually micas or prisms, usually amphiboles, and of granular minerals, usually quartz and feldspars. All intermediate varieties between gneiss and schist and between gneiss and granite are often found in the same areas in which well-defined gneisses occur. ROCK CLASSIFICATION (Based on ASTM C-294) Igneous Rocks Igneous rocks are formed by cooling from a molten rock mass (magma). Igneous rocks are divided into two classes (1) plutonic, or intrusive, that have cooled slowly within the earth; and (2) volcanic, or extrusive, that formed from quickly cooled lavas. Plutonic rocks have grain sizes greater than approximately 1 mm, and are classified as coarse- or medium -grained. Volcanic rocks have grain sizes less than approximately 1 mm, and are classified as fine-grained. Volcanic rocks frequently contain glass. Both plutonic and volcanic rocks may consist of porphyries that are characterized by the presence of large mineral grains in a fine-grained or glassy groundmass. This is the result of sharp changes in rate of cooling or other physico-chemical conditions during solidification of the melt. Granite Granite is a medium- to coarse-grained light-colored rock characterized by the presence of potassium feldspar with lesser amounts of plagioclase feldspars and quartz. The characteristic potassium feldspars are othoclase or microcline, or both; the common plagioclase feldspars are albite and oligoclase. Feldspars are more abundant than quartz. Dark -colored mica (biotite) is usually present, and light-colored mica (muscovite) is frequently present. Other dark -colored ferromagnesian minerals, especially honblende, may be present in amounts less than those of the light-colored constituents. Quartz-Monzonite Rocks similar to granite but contain more plagioclase feldspar than potassium and Grano -Diorite feldspar. Basalt Fine-grained extrusive equivalent of gabbro and diabase. When basalt contains natural glass, the glass is generally lower in silica content than that of the lighter - colored extrusive rocks. LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estimate of both the rate and amount of Foundation Design both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and Slope Stability Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid & Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potential electrical currents. R -Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulfate Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Analysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil Index Property Soil mass. Behavior REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surface in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shaft) base. Sometimes referred to as a cast -in-place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compaction The densification of a soil by means of mechanical manipulation Concrete Slab -on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to exploration of the site. Man -Made Fill) Existing Grade The ground surface at the time of field exploration. REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potential Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by observation. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Content given compactive effort. Perched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Skin Friction (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. APPENDIX D PAVEMENT THICKNESS DESIGN CALCULATIONS AASHTO RIGID PAVEMENT DESIGN Project: Kum & Go Fuel Station & Convenience Store No. 2310 Location: Wheat Ridge, Colorado CGG Project No.: 19.22.192 Scenario: Heavy -Duty Private Pavement Areas ESAL20 = 80,300 ESALs Applications Over Design Period Typ. Range 0.5 to 100 million PCC MR = 650 psi Concrete Modulus of Rupture Typ. Range 550 to 750 psi E = 3,400,000 psi Concrete Elastic Modulus Typ. Range 3 to 6 million psi k -value = 125 psi/in Modulus of Subgrade Reaction Typ. Range 100 to 500 psi/in R = 95 % Reliability Typ. Range 80 to 95% so = 0.35 Standard Deviation Typ. Range 0.3 to 0.5 1 = 4.2 Load Transfer Coefficient Typ. Range 2.2 to 4.4 Cd = 1.0 Drainage Coefficient Typ. Range 0.9 to 1.1 P, = 4.2 Initial Serviceability Typ. Range 4.5 to 4.8 Pt = 2.5 Terminal Serviceability Typ. Range 2.0 to 3.0 CALC. DESIGN D, inches, -E:::5::3::] 11 DESIGN D, inches, = 6.0 AASHTO FLEXIBLE PAVEMENT DESIGN Project: Kum & Go Fuel Station & Convenience Store No. 2310 Location: Wheat Ridge, Colorado CGG Project No.: 19.22.192 Scenario: Heavy -Duty Private Pavement Areas SN Determination ESAL20 = 73,000 ESALs Applications Over Design Period Typ. Range 0.1 to 80 million R = 85 % Reliability Typ. Range 80 to 95% So = 0.45 Standard Deviation Typ. Range 0.3 to 0.5 Mr = 4,334 psi Subgrade Resilient Modulus Typ. Range 3000 to 9000 psi P, = 4.2 Initial Serviceability Typ. Range 4.4 to 4.8 P, = 2.5 Terminal Serviceability Typ. Range 2.0 to 3.0 11 Design SN 2.67 Full -Depth HMA Alternative on Silty Sand Subgrade Layer No. Description Layer Coefficient, ai Drainage Coefficient, mi Layer Thickness, in SN 1 0.44 4.00 6.50 2.86 11 2 ABC Trial SN 2.86 Design SN to Match 2.67 Design is sufficient Composite HMA+ABC Alternative on Silty Sand Subgrade Layer No. Description Layer Coefficient, ai Drainage Coefficient, mi Layer Thickness, in SN 1 HMA 0.44 4.00 1.76 2 ABC 0.12 8.00 0.96 Trial SN 2.72 Design SN to Match 2.67 Design is sufficient Store # 12310 any unsuitable materials as directed by geotechnical engineer. concerns Recommended report Is overexcavaoon necessary to prepare the burning pad (vnv)I As noted above, any unsuitable existing fill or expansive clays will need to be removed and recompacted, as directed by the upper "This Fact Sheet only provides a limited overview of the report and is subject to any and all clarifications, conditions, contingencies, limitations and/or qualifications that may exist in the body ofthe report. The information contained in this Fact Sheet is provided pursuant to Client's request and is provided solely for the convenience of Client and neither Client nor any other party can rely solely on this Fact Sheet. Client and any other party using this report must review the entire report and interpret the information contained in this Fact Sheet in conjunction with the remainder ofthe reepo�rt.II Created by: City of �Wh6a"� t,RCOMMUNITY DEVELOPENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 22, 2020 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3432 and 3478 Clear Creek Drive CURRENT ADDRESS: Vacant Land • Section Parcel # 39-292-07-057 and 39-292-07-058: NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: 1 X22 i 2 Q DISTRIBUTION: 1. Property Owner 2. Addressing0jeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 1100 Johnson Rd., Golden, CO 80401 5. Email to arlene.a.vickreyAusps.gov; mariann.szasz@usps.gov; carmen.s.suarez(a,usps.gov; theresa. a. kraflAusps.gov 6. Xcel Energy, jacob.van.laere(a,xcelenergy com 7. Century Link, robert.davisAcenturylink.com; rachel.weaver(a centurylink.com 8. Comcast, scott moore(cDcable.comcast.com 9. Consolidated Mutual Water Company: engineering@cmwc.net 10. Applewood Sanitation District: ASD applewoodsan.org 11. Fire Dept: planreview(&westmetrofire.org 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.cLwheatridge.co.us DATE: Vicinity Map A N *SSV 4 OF 0 SHEETS C PfAr W7 A4hi Lk !.QS A I I'lot OL r' I -J 3478a;.0 Clem ".W S.P. ena •P 01 3, Len I W.Mg LF 1.6116S AC. 3432 I Clear Creek Drive :V,)) 4 A N