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HomeMy WebLinkAbout3609 Wadsworth Boulevard (Raising Cane's)W 3 O N_ O 00 O U Q ti 0 00 M M O N 000 -�D N 30 L- ?U zaa O o W 3 C7 w Cd r�3z O W�oa o W � M a av�oz N aQNo OQmO W W W F zoax OaidO Uaar=, V 0 O A 4.) 3 U b� b � A O w mob � H a 44 U O W d � a 3 44 4) U O 4 3 4) ro m N � m M A U O N .H 4a r -I 4.) 0 m is O a w ro U z° � 0 ro U y%i .,q 4.) 44 m 44 O p bl � q q 44 o N N U LW m 0 0 A 1 U O p rilro a U 4.) $4 U 0 (d 44 U 44 jr 4a 'A U 4.) ad FI N N N 4J U m O O U Q �r= City of Wh6atRi�dge BUSINESS LICENSE INSPECTION PERMIT NO. 202001376 INSPECTION DAY/TIM INSPECTION DAY/TIM INSPECTION DAY/TIM BUSINESS NAME: Raising Canes Chicken Fingers ADDRESS: 3609 Wadsworth Blvd. CONTACT NAME: Mike Vickers 2,987 SQ FT A2 OCCUPANCY TYPE 120 OCCUPANCY LOAD VB CONSTRUCTION TYPE ❑■ SPRINKLERED ❑ NOWSPRINKLERED Inspector Signature G --Z-7- Zd Date Thursday, August 27th City of Wheat Ridge Commercial Fire Sprinkler PERMIT - 202001602 PERMIT NO: 202001602 ISSUED: 08/14/2020 JOB ADDRESS: 3609 Wadsworth Blvd EXPIRES: 08/14/2021 JOB DESCRIPTION: Installing fire sprinklers throughout building. Sq ft: 6000 *** CONTACTS *** OWNER (970)302-3777 Raising Cane SUB (970)302-3777 SHANE MENDENHALL 190264 INTERIOR SPRINKLER SYSTEMS *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 28,000.00 FEES Total Valuation 0.00 Use Tax 588.00 Permit Fee 476.55 ** TOTAL ** 1,064.55 *** 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. City of Wheat Ridge :aw Commercial Fire Sprinkler PERMIT - 202001602 PERMIT NO: 202001602 ISSUED: 08/14/2020 JOB ADDRESS: 3609 Wadsworth Blvd EXPIRES: 08/14/2021 JOB DESCRIPTION: Installing fire sprinklers throughout building. Sq ft: 6000 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work toe 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 ; ance or gran ' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap i le de ora 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. Online Form Submittal: General Permit Application https://wnnail.ci.wheatridge.co.us/owa/projection.aspx Reply all I Delete Junk Online Form Submittal: General Permit Application 2018 Dina no-reply@ci.wheatridge.co.us Fri 8/14,11-.25 AM CommDev Permits 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 Is the property Residential or Commercial Commercial? Property Address Property_ Owner Name 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 3609 Wadsworth Blvd ---------------------------------- Raising Cane 9703023777 Field not completed. Electronic Payment Form - Word.docx Reply all 1 of 3 08/31/2020, 8:02 AM Online Form Submittal: General Permit Application Reply all I Delete Junk 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) Contact Email Address 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) 190264 970-302-3777 Shane@lnteriorsprinkler.com Shane@lnteriorSprinkler.com New Fire Sprinkler System Building Project Value (contract value 28000 or cost of ALL materials and labor) Upload Engineer letter, other Field not completed. documents on 8 1/2" x 11" Upload Asbestos Report if Field not completed. triggler level is met per CDPHE regulation. https://wrmail.ei.wheatridge.co.us/owa/projection.aspx Upload Drawings 11" x 17" Stamped set.pdf or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances 2 of 3 08/31/2020, 8:02 AM Online Form Submittal: General Permit Application Reply all I Delete Junk application. I understand that work may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything stated Yes 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 Permit Shane Mendenhall https:Hwnnail.ei.wheatridge.co.us/owa/projection.aspx Email not displaying correctly? View it in your browser. 3 of 3 08/31/2020, 8:02 AM A 41 CITY OF WHEAT RIDGE - 91 _A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 6" 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:lAvww. ci. wheatridge. co. uslinspection Date: — Inspector: DO NOT REMOVE THIS NOTICE �g PLAN REVIEW/OWNERSHIP CHANGE J EC F E P S N I INSPECTION REPORT & zcr�j aG� JEFFERSON COUNTY PUBLIC HEALTH 645 Parfet Street, Lakewood, CO 80125 (303) 232 6301 Fax(303)271-5760 COUNTY "' - -' City Inspection Date Travel Time: Establishment Inspection Time: Zip Opening Date Plan Review_ Address Ownership Change _ PLUMBING EQUIPMENT a. Handsinks I a. Food Preparation Sink Adequate YES NO Meets Facility Needs YES NO N/A Conveniently Located YES-- NO Indirectly Drained YES NO N/A Appropriately Equipped YES NO b. Cold Holding Equipment b. Warewashing Facilities Meets Facility Needs YES NO N/A Meets Facility Needs YES 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 YES NO Meets Facility Needs YES NO N/A d. All Fixtures Plumbed in Accordance with Law Functioning Properly YES NO N/A YES NO d. Cooking Equipment Properly Ventilated YES NO N/A PHYSICAL FACILITIES e. Ice Machine a. Floors, Walls and Ceilings Properly Plumbed YES NO N/A Smooth, Durable, Non -Absorbent and Easily Cleanable f. Water Heater YES NO Type: Standard Tankless Other(Specify) b. Restrooms Meets Peak Demands of Facility Adequate Number YES NO YES NO N/A Appropriately Supplied YES NO REQUIRED DOCUMENTS Proper Ventilation YES NO a. Menu Provided YES NO C. Outer Openings Consumer Advisory Meets Requirements Protected from Entry of Pests YES NO N/A YES NO b. Certified Food Protection Manager Dining Areas Separated from Kitchen Required YES NO YES NO Obtained YES NO d. Lighting C. HACCP/Variance Required YES NO Sufficient Intensity YES NO � (This includes state wide variances such as sushi rice and fermentation) Properly Shielded YES NO d. Other Required Documents/Procedures Meet Requirements e. Number of Seats Indoor: Outdoor: (e.g. Parasite Destruction Letters, Vomit and Diarrhea Clean Up, Etc.) YES NO COMMENTS: 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, processes and/or physical facility ill void this approval. You are hereby ordered to submit the following documents and/or fees Indicated below within 14 days of this notice, p�rsuantto sections 25-4-1610 (1)(b) and 25-4-1601 (1) Colorado Revised Statutes. Failure to comply with this notice will tbj�ctYou to a civil penalty, which will be assessed by this department. The amount of the civil penalty isnot less than two hundred fifty dollars ($250.00) and is in addition to any applicable license and plan review fees. Chane of Ownership Guidance Document I lRetail Food License Application Plan Review Application Site Evaluation Fee of: $ I I Retail Food License Fee of: $ I IPlan Review Fees of: $ This facility is NOT APPROVED to open or operate until all fees and applicable forms have been received and processed. Inspected by: Phone: Received by: Revised: 9/13/2019 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:{. %•t sa .�r� f,ra crs� Permit Number: s ;-.,:t�. .�, 22 2 11 i u- ❑ No one available for inspection: Time r AQ/PM Re -Inspection required: Yes �No ',)` When corrections have been made, schedule for re-ittpection online at: �_. http://www, ci. wheafridge. co. u�nspection r Date: - ,. - - Inspector: . fry's DO NOT REMOVE THIS NOTICE t 9 ❑ No one available for inspection: Time r AQ/PM Re -Inspection required: Yes �No ',)` When corrections have been made, schedule for re-ittpection online at: �_. http://www, ci. wheafridge. co. u�nspection r Date: - ,. - - Inspector: . fry's DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:f� Job Address: Permit Number: Z <-, e,:�- r��'a�s-7 .may) � �..3 G'�'�' � �`�r;.. d��'"��-¢'�% ��` is � !:ttr..rj i! �j G-��.3�•'i - �"�1 !�`����.� d ❑ No one available for inspection: Time Ally/PM Re -Inspection required: Yes No. When corrections have been made, schedule for re -inspection online at: httpY www,ci. wheatridge.co. usrinspection Date: k -- <' Inspector: DO NOT REMOVE THIS NOTICE "t A Consultin �n ineers, Inc, August 26, 2020 PM Design Group 7200 South Alton Way, Suite B-270 Centennial, CO 80112 Attn: Todd Woody Re: 19089 - Raising Canes 467 — Commissioning Report 3609 Wadsworth Blvd., Wheatridge, Colorado Dear Mr. Woody, Permit# 201902066 3609 Wadsworth Blvd MEA Consulting Engineers, Inc. performed a system commissioning as required by 2018 IECC Section C408. Commissioning was completed on August 26, 2020. The following systems were commissioned: HVAC RTU -1 RTU -2 MAU-1 Kitchen Hood and Exhaust Restroom exhaust Lighting Controls Domestic hot water system C'N of 'WheatRidge COM UNIR DtveummaVT APPROVED R.Oe d it Cafe Comranes Randy Slusser 8/27/2020 Plans Examiner Date voex. memmn:.mmw.. yopn,neo, wwmmclemuu.ynm�. onanq�mna,..nvn,nx ae�msrh<>maoymma{, w..omm.m mrNmeww+w..4m. axaxsmoeo.4eur*ra,e��n rt�mm gaimre m pM autmnrr ro rwde or mmi me ponuons y mrYwwy nkmremnoan.u.o/war+nov mr rxa Present during the commissioning process: Michael E. Aitken, P.E., CxA, MEA Consulting Engineers, Inc. Pamela Puleo-Aitken, LEED AP, MEA Consulting Engineers, Inc. Ilya Kechkin, Assistant Superintendent, Embree Construction Group, Inc. The following documents were on site for review: Construction documents Test ad Balance report Test and Balance Punchlist The HVAC systems, Lighting control system and domestic hot water systems were operating as designed. The following deficiencies were noted and need to be corrected: • The Back of House RTU -2 needs the outside air sensor calibrated. The control panel indicated that the outside air temperature was 105F when the measured temperature at the time was 90F. 13771 East Rice Place m Aurora, Colorado 80015 m Ph (720) 870-5630 19059 -Raising Canes 467— Commissioning August 26, 2020 Page 2 • The Back of House thermostat was reading 77F while the controls were indicating that the return air temperature was 72F. Verify accuracy of the thermostat and return air sensor. • The daylight sensors did not control the lighting in the daylight zones as required. Verify proper operation. • The domestic tempered water thermometer was reading 154F in lieu of 105F as required by the plans. The tankless water heaters were controlling the water to 130F. The thermometer was inaccurate and needs to be replaced. The heating systems could not be commissioned due to the external temperature. The units were switched to heating mode and the heat activation was verified. Deferred commissioning needs to be completed when the outside conditions are below 50F. If you should have any concerns or questions, please do not hesitate to contact me. Sincerely, MEA Consulting Engineers, Inc. Michael E. Aitken, P.E. F.NSPE, DFE, LEED AT O+M, CxA Vice President x 0 w Y N �V CD h 1 a ? w 0 a= W E. z O ® -,on n n (D 0 _ w N �• o o < y co 0. c.n®®= m CD �T. k CD n ® (® CD c- O m ® (. al 70 cp OL CDSD cn CDn = Z 3 6 Z o c 3 o CD a n 0 D o 0 7 m N ® CD CL Cr CD (DD N w 0 ®z n W E. M® '3 „A 1 wto 0 0 _ w N ® N m 2 z co 0. c.n®®= m --I k M C9 m N m ® m (D F cn O n sCDz O CD 1/ Q 70S (D CD Z D = 7 ® O G C O Sv CD CD 'tea DN fD CD70 W CD 0 0) C% CD' D wN _ =�®' :3. z ® Nm z ooh m o L"® z 0 ® CD .� o M o' m a � n 0 3 �_ CERTIFIED TEST ADJUST BALANCE REPORT PROJECT: Raising Cane's #467 LOCATION: '3 Cf wadsworth Boulevard, Wheat Ridge, CO 80033 ARCHITECT: PM Design MECH. ENGINEER: MEA GEN. CONTRACTOR: Embree Construction PROJECT NUMBER: T10268 "THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITES, WHICH EXCEED PROJECT TOLERANCES, ARE NOTED IN THE TEST - ADJUST -BALANCE REPORT PROJECT SUMMARY." ORIGINAL VISIT DATE: 08/07/20 2nd VISIT DATE: o8/17/2o 5140 River Road, Milford, Ohio 45150 USA Phone: (513) 965-7300 • Fax: (513) 965-7350 www.melinkcorp.com • mail@melinkcorp.com PROJECT: Raising Cane's #467 DATE: 8/7/2020 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 Table Of Contents Cover Page................................1 Table of Contents ............................. 2 Abbreviations ................................ 3 Melink Credentials ............................ 4 Contact Information ........................... 5 Equipment Information ......................... 6 - 7 1 st Visit Summary ............................. 8 2nd Visit Summary ............................ 9 Punch List (Airflow Related) ..................... 10-11 Punch List (Nan -Airflow Related) ................. 12-13 Recommendations ............................14 1 st Visit Photos ............................... 15-17 2nd Visit Photos .............................. 18-20 Rooftop Inspection............................21-22 Above Ceiling Inspection ....................... 23 Below Ceiling Inspection ........................ 24 Building Balance .............................. 25 Motor Load Summary .......................... 26 RTU Data................................27 RTU Air Distribution Data ....................... 28-29 Exhaust Fan Data ............................. 30 EF Air Distribution. Data ........................ 31 MUA/Supply Fan. Data ......................... 32 Hood Data ................................ 33 Thermostat Settings ........................... 34 Building Layout ............................... 35-37 Melink Corporation Energy solutions for a brighter tomorrow Page 2 PROJECT: Raising Cane's #467 DATE: 08/07/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 ABBREVIATIONS AHU - Air Handling Unit AMP -Amperage BP - Building Pressure CFM - Cubic Feet/Minute EF - Exhaust Fan EH - Entry Heater ERU - Energy Recycling Unit ESP - External Static Pressure FLA - Full Load Amperage HP - Horse Power HZ - Hertz KH - Kitchen Hood KW - Kilowatt MUA - Makeup Air Unit VOKS - Voltage OA - Outside Air RA - Return Air RPM - Revolutions Per Minute RTU - Roof Top Unit SF - Supply Fan / Safety Factor SP - Static Pressure VAV - Variable Air Volume WC - Water Column Melink Corporation Energy solutions for a brighter tomorrow Page 3 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DATE: 08/07/20 About Melink Values Our core values - integrity, innovation, and service excellence - are the essence of who we are as a company. They serve as the foundation for our words, actions and goals. Our culture starts with the above core values but also promotes professionalism, excellence, and leadership, as well as respect, fairness and charity. Experience For more than 25 years, Melink has been providing independent testing and balancing and installation verification services, thereby reducing operating costs and improving comfort for thousands of buildings. Collectively, Melink staff has over 150 years of experience in testing and balancing, installation verification, kitchen ventilation controls, HVAC design/consulting, HVAC service/installation, LEED building certification, indoor air quality testing, and solar PV installation/application. Certifications Melink has individuals on staff with the following certifications: • NEBB Certified TAB Professionals • NEBB Certified TAB Technicians • Professional Engineers (PE) • LEED Accredited Professionals (LEED AP) • North American Board of Certified Energy Practitioners (NABCEP) • Project Management Professionals (PMP) • Certified Project Managers (CPM) • Six Sigma Certified (SSWB, SSGB, SSBB) Affiliations Melink is proud to be associated with the following organizations: • The National Environmental Balancing Bureau (NEBB) • The American Society of Heating, Refrigerating and Air -Conditioning Engineers (ASHRAE) • The U.S. Green Building Council (USGBC) • The Professional Retail Store Maintenance Association (PRSM) • The Restaurant Facility Management Association (RFMA) • The Association of Energy Engineers (AEE) • The American Solar Energy Society (ASES) • The Solar Energy Industries Association (SETA) • The North American Association of Food Equipment Manufacturers (NAFEM) Melink Corporation Energy solutions for a brighter tomorrow Page 4 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 PROJECT MANAGER: Steve Neu Phone: (512) 876-4276 E-mail: sneu@embreegroup.com SUPERINTENDENT: Ilya Kechkin Phone: (512) 630-9594 E-mail: ikechkin@embreegroup.com MECH. CONTRACTOR: N/a Phone: N/A E-mail: N/A MELINK TECHNICIAN: Jesse Lacey Phone: (513) 965-6067 E-mail: jlacey@melinkcorp.com 2nd VISIT TECHNICIAN: Jon Sandford Phone: (513) 965-6062 E-mail: jsandford@melinkcorp.com STRATEGIC ACCOUNT MANAGER: Natalie Heitman Phone: (513) 965-7026 E-mail: tbservice@melinkcorp.com Melink Corporation Energy solutions for a brighter tomorrow Page 5 PROJECT: Raising Cane's #467 DATE: 08/07/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 FLOW HOOD: Evergreen Telementary Model #: N/A Serial #: 1900332 Calibration Due Date: 5/26/2021 TEMP MODULE: Evergreen Model #: N/A Serial #: 1901690 Calibration Due Date: 4/7/2021 TEMP AIR PROBE: Evergreen Model #: N/A Serial #: N/A Calibration Due Date: N/A TEMP - IMMERSION PROBE: N/A Model #: N/A Serial #: N/A Calibration Due Date: N/A HUMIDITY SENSOR: Evergreen Model #: S-1-1-3-5 Serial #: 1800359 Calibration Due Date: 4/7/2021 VOLTMETER/AMPMETER: Fluke Model #: 902FC Serial #: 45466021 SV Calibration Due Date: 06/15/2021 TACHO METER: Extech Model #: 461920 Serial #: 171114182 Calibration Due Date: 5/4/2021 MANOMETER: N/A Model #: N/A Serial #: N/A Calibration Due Date: N/A Melink Corporation Energy solutions for a brighter tomorrow Page 6 � EQUIPMENT INFORMATION -COMMISSIONING PROJECT: Raising Cane's #467 DATE: 08/07/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 THERMAL CAMERA: Flir Model #: C2 Serial #: N/A Calibration Due Date: N/A LIGHT METER: Extech Model #: LT40 Serial #: 190200426 Calibration Due Date: N/A Melink Corporation Energy solutions for a brighter tomorrow Page 7 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DATE: 08/07/20 This air balance report is based on actual field readings and measurements taken from the store's HVAC systems during operation. All systems were also balanced to within +/-10% of design unless noted otherwise. The following corrections were performed by Melink and/or the contractors on-site. 1. Job site arrival and initial inspection. Melink arrived on site and met Ilya the Superintendent and Steve the PM. Melink informed the purpose of the visit was to perform a Test and Balance of the building. During initial inspection it was noticed the vestibule duct work had not yet been completed and the KH and the MUA were not running. There was no mechanical onsite throughout the visit. 2. Roof top unit (RTU) adjustments and comments -Note both RTU's were initially balanced for unit total from the roof utilizing the outside air dampers and static readings. RTU -1 (kitchen) unit was found operating above total design airflow. Fan speed adjustments were made to slow this unit down. -Dampers were adjusted accordingly to reach design specs. RTU -2 (dining) unit was found to be operating above total design airflow. Fan speed adjustments were made to slow this unit down. -Note the vestibule diffuser duct work and grille have not yet been installed. This system was proportional balanced until the vestibule diffuser is installed. -Note multiple collars for supply diffusers in the dining area appear to have slight airflow leaking around them. Melink suggests taping around the connection on them before the revisit for optimal airflow- -Outside air was set for both units per design. -Once gas is provided to these units they will need to be tested in heating modes. 3. Exhaust fan (EF) and Make Up Air (MUA) adiustments and comments KEF-1 and MUA-1 were both non -operational during the visit. It appears due to an Ansul alarm, KH -1 was in lockout preventing it and MUA-1 from coming on. EF -2 was operating above design exhaust air volume. Fan speed adjustments were made from the speed controller installed to slow this unit down and reach design. Note no design model numbers could be found in the prints for these units other than being Captive Aire and Greenheek. 5. Conclusion. The listed punchlist items will need corrected before the revisit takes place. A final building pressure of +.024" was recorded at the front door. These issues were discussed with Ilya before departure. Refer to punchlistlrecommendations for all remaining items. Melink Corporation Energy solutions for a brighter tomorrow Page 8 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 This air balance report is based on actual field readings and measurements taken from the store's HVAC systems during operation. All systems were also balanced to within +/- 10% of design unless noted otherwise. The following corrections were performed by Melink and/or the contractors on-site. 1. Arrival and introduction. • Melink arrived onsite and met with Ilya the GC. Melink explained the reason for the visit and the estimate time of completion. When asked, Ilya stated the site should be ready for the visit. 2. Punch list page, • Most punch list items have been addressed. For details, please see the punch list page. 3. Exhaust Fan (EF) adjustment and comment. • EF -1 which serves the kitchen hood was initially measured and found to be operating within design. No fan speed adjustments were made. • Please note that a smoke capture test was done on KH -1 and found to be adequate. 4. Make Up Air (MUA) adjustment and comment. • MUA-1 was initially measured however the fan rotation had to be corrected and the unit was remeasured and found to be within design. No fan speed adjustments were made. 5. Conclusion. • The visit went well and any remaining or added punch list items were discussed with the GC. The final building pressure was taken during slightly windy conditions and found to be +0.010" W.C. A business card was left onsite for future reference. Melink Corporation Energy solutions for a brighter tomorrow Page 9 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 The following list details the remaining deficiencies of the store's HVAC and exhaust systems. These corrections are necessary to comply with the design specifications. Contractor Responsible 1: Further investigate KEF-1 alarm. Corrected It appears the kitchen EF is in- lockout due to an Ansul issue. This alarm cannot be cleared and requires further investigation to allow balancing of KEF-1 and MUA-1. As of the visit on 8/17/2020, this item has been corrected. 2: Complete ductwork for vestibule. Corrected The vestibule ceiling is still being installed, once completed the vestibule diffuser will need properly installed for balancing. As of the visit on 8/17/2020, this item has been corrected. 3: Seal up around all supply diffusers for RTU -2. Corrected It appears there may be some slight supply air leaking around the neck of diffusers where the duct is screwed to the collar. Properly seal these up with tape to ensure optimal airflow. As of the visit on 8/17/2020, this item has been corrected. 4: Provide approval for motor data discrepancy. KEF-1 G.C./Owner The units listed have motor do not match design. Currently installed is a 3HP motor while design specifies 1 1/2HP motor. Provide approval for the current motor installed or replace. As of the visit on 8/17/2020, this item is still pending approval however further action should not be needed as the unit is operating within design. 5: Provide approval for motor data discrepancy or replace motor with Melink recommends a revisit due to the airflow deficiencies listed above. Recommended Revisit: Before Opening: After Opening: Please contact Melink to request a revisit. (513) 965-7300 Melink Corporation Energy solutions for a brighter tomorrow Page 10 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DATE: 08/17/20 The following list details the remaining deficiencies of the store's HVAC and exhaust systems. These corrections are necessary to comply with the design specifications. Contractor Responsible 5: Provide approval for motor data discrepancy or replace motor with specified G.C./Owner motor requirement. MUA-1 The unit listed has a motor that does not match design. Design specifies a 1 HP motor to be installed while currently installed is a 1 1/2HP motor. Provide approval for the current motor or replace. As of the visit on 8/17/2020, this item is still pending approval however further action should not be needed as the unit is operating within design. 6: Correct EF -2's backdraft damper. Corrected EF -2's BDD is not secured in place and currently just sitting on the duct. Properly secure this units backdraft damper in place. AS of the visit on 8/17/2020, it appears this item has been corrected. 7: Insulate and secure refrigerant lines to MUA-1. Mechanical The refrigerant lines are not secured or insulated for MUA-1. 8: Install locking thermostat cover. Mechanical Per the design drawing, locking thermostat covers should be installed. 9: Investigate alarm on RTU -2. Mechanical RTU -2 is showing low pressure for compressor two and should be checked and repaired as needed. Melink recommends a revisit due to the airflow deficiencies listed above. Recommended Revisit: Before Opening: After Opening: Please contact Melink to request a revisit. (513) 965-7300 Melink Corporation Energy solutions for a brighter tomorrow Page 11 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 The following list details the remaining deficiencies of the store's HVAC and exhaust systems. These corrections are necessary to comply with the design specifications. Contractor Responsible 1: Turn gas cocks to the "on" position for gas powered rooftop equipment. Mech/Plum The gas cocks for RTU's and MUA have yet to be turned on. Turn these gas cocks on to allow heat modes to be tested for equipment. As of the visit on 8/17/2020, this item has not been corrected. 2: Properly install grease trap for KEF-1 Corrected Grease traps should be properly installed to minimize spillage. Install kitchen EF -1's grease trap per design spec. As of the visit on 8/17/2020, this item has been corrected. 3: Mark all rooftop equipment for ease of identification Corrected All units should be labeled for easy identification, preferably 2 " lettering facing the rooftop access door. As of the visit on 8/17/2020, this item has been corrected. 4: Test units heat modes once gas is provided to equipment. Mechanical Gas has not yet been provided to the building. Once supplied to units, heating modes will need to be verified for RTU's and MUA-1. As of the visit on 8/17/2020, this item has not been corrected. 5: Install/secure the fan hinge and ensure it has full motion. EF -1 Mechanical Fan hinges allow access to the duct for service and a full range of motion is required. The hinge is not currently connected to the fan to allow opening. As of the visit on 8/17/2020, this item has not been corrected. The hinges should be relocted so the fan opens away from the grease trap. Melink Corporation Energy solutions for a brighter tomorrow Page 12 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 The following list details the remaining deficiencies of the store's HVAC and exhaust systems. These corrections are necessary to comply with the design specifications. Contractor Responsible 6: Install fire wrap/verify fire wrap is installed for KEF-1. Corrected Ensure fire wrap is installed on KEF-1 exhaust duct. It appears the duct is not currently insulated As of the visit on 8/17/2020, the installed duct for the hoods is stainless steel with an inner insulated liner. This duct is owner supplied. No further action is required. 7: Seal up corners of outside air hoods with caulk/silicone. Corrected RTU OA hoods contain exposed gaps in the corners of the hoods. Seal these gaps with silicone for a tight seal and maximum accuracy for outside air readings. As of the visit on 8/17/2020, this item has been corrected. 8: Label thermostats and sensors per unit for proper identification. Corrected Per design spec keynote 7, thermostats and sensors are to be labeled per RTU served for proper identification. As of the visit on 8/17/2020, this item has been corrected. Melink Corporation Energy solutions for a brighter tomorrow Page 13 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DATE: 08/07/20 The following list details the recommendations for improving comfort and energy efficiency. These items are not requirements of the design specifications. 1: Install hail guards over rooftop condenser units. The rooftop condenser units do not have hail guards over them like RTU condenser coils do. Melink recommends installing hail guards over these as well to protect the coils from damage. As of the visit on 8/17/2020, this item has not been corrected. Melink Corporation Energy solutions for a brighter tomorrow Page 14 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 1: Thermostats installed but not labeled. DATE: 08/07/20 2: Gas cocks turned off. 3: Filters installed and clean. 5: KH -1 alarm/lockout. 4: KEF missing grease trap. 6: Vestibule diffuser not installed. Melink Corporation Energy solutions for a brighter tomorrow Page 15 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DATE: 08/07/20 7: Dampers installed for diffusers. 9: OA marked for reference. 11: KEF hinge not attached. 8: Diffuser collars not fully sealed. 10: Corners of OA hood not sealed. 12: EF -2 BDD not secured. Melink Corporation Energy solutions for a brighter tomorrow Page 16 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 , mp -- 13: Stickers attached and hole plugs installed. DATE: 08/07/20 14: Rooftop condenser units without hail guards. - Recommendation Melink Corporation Energy solutions for a brighter tomorrow Page 17 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard. Wheat Ridee. CO 80033 1: Rooftop units have been labeled. 3: Round diffusers have been sealed. DATE: 08/17/20 { 2: Gas still off to rooftop units. 4: Diffuser installed for the vestibule area. %4�6x, .� WIN 6: Grease catch pan is installed. Melink Corporation Energy solutions for a brighter tomorrow Page 18 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 7: Hinges should be relocated to the opposite side of the grease pan. DATE: 08/17/20 8: Coils in good shape. 9: MUA condenser piping should be insulated and supported. 11: Alarm showing compressor two having low pressure on RTU -1. 10: Additional photo of condenser piping. 12: Smoke capture KH -1. Melink Corporation Energy solutions for a brighter tomorrow Page 19 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 13: Smoke capture KH -1. DATE: 08/17/20 14: Smoke capture KH -1. 15: Smoke capture KH -1. 16: Building pressure. Melink Corporation Energy solutions for a brighter tomorrow Page 20 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DESCRIPTION STANDARD Verify proper unit locations Verify units marked for easy identification Inspect units • Unit sealed and properly seated to roof curb • Unit nameplate data matches design • Motor nameplate data matches design • No unusual vibration or noise • All filters installed, clean and secure • Condenser coil clean and free of damage • Evaporator coil clean and free of damage • Gas cocks turned on • Gas pipe painted • Condensate drain lines properly installed • P -Traps properly installed • Drain lines properly sloped Remove unit access panels • Panels open freely and fully • Panels latch securely • Belts properly tensioned and free of damage • Pulleys properly aligned • Set screws properly secured • Blower wheel clean and free of damage • Control transformer wired for correct voltage Check disconnect switches and covers • Verify on/off disconnects work • Verify voltage input correct • Verify switch covers installed Power -on diagnostic check • Fans operating in correct rotation • Compressors operating in correct rotation • No unusual vibration or noise Outside air (OA) dampers STATUS m � � -�� � vv Ui �iiiiii n mmm omm nn GEMMMM MM nnj=='M=MMMMM • Outside air dampers installed and operational v N/A N/A • Ensure slightly positive building pressure v v v • Position marked for reference v v • Sticker affixed to unit to preclude tampering Melink Corporation Energy solutions for a brighter tomorrow Page 21 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DESCRIPTION STATUS KEF -/ EF STANDARD 1 2 Verify proper unit locations d V Verify units marked for easy identification d V Inspect units • Unit sealed and properly seated to roof curb • Unit nameplate data matches design • Motor nameplate data matches design • No unusual vibration or noise Exhaust fans (EF) • Transition from exhaust duct to fan installed • Duct continuously welded and liquid tight • Fan hinged and opened for easy access • Grease traps properly installed Remove unit access panels • Panels open freely and fully • Panels latch securely • Belts properly tensioned and free of damage • Pulleys properly aligned • Set screws properly secured • Blower wheel clean and free of damage Check disconnect switches and covers • Verify on/off disconnects work • Verify voltage input correct • Verify switch covers installed Power -on diagnostic check • Fans operating in correct rotation ©QMMMMMMIMrM MUMMMMMMMMMMM ©Q®MM=MMMW=MW' =©=MW==WMWM=W', N/A N/A O©MMMMMMMMMM0 Melink Corporation Energy solutions for a brighter tomorrow Page 22 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DESCRIPTION STANDARD Supply duct system • Ductwork is installed as per design • All volume dampers are properly installed • Dampers are accessible and operable • Ductwork is properly covered with insulation, and insulation is secure • Tops of diffusers are properly insulated • Installed diffusers match design STANDARD Exhaust duct system • Cleanouts are installed where applicable • Fire wrap is installed on duct as specified • Horizontal duct is sloped as specified • Welds appear to be liquid tight RTU 1 2 V V V V V V V V DATE: 08/17/20 STATUS MUA Melink Corporation Energy solutions for a brighter tomorrow Page 23 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DESCRIPTION STANDARD Thermostats • Remote sensor is installed in its correct location • Remote sensor is wired to the proper thermostat • Thermostat has proper operation • Thermostat is programmed correctly • Unit was cycled to verify proper operation • Heating mode tested satisfactorily • Cooling mode tested satisfactorily STANDARD Exhaust hoods • Grease cups are installed • All grease filters are installed • Filters are of correct type and size • Cooking appliances are operating • Cooking appliances properly located under hoods • Smoke capture is satisfactory Comfort • Noticeable drafts? • Comfort is good in all areas? Communication • Final results were discussed with: —Superintendent —Project manager —Store manager (if applicable) • A punch list of deficiencies was provided to: —Superintendent and/or operations —Project manager —Store manager (if applicable) • Business card was left on site with contact info. RTU 1 2 N/A V N/A V V V V V V V X X V V No Yes Mes Yes Yes NA Yes DATE: 08/17/20 STATUS KH MUA Melink Corporation Energy solutions for a brighter tomorrow Page 24 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 TEST RESULTS ( IN CFM) MAKE-UP AIR EXHAUST AIR Design Final Design Final RTU -1 320 342 KEF-1 3040 3172 RTU -2 1090 1077 EF -2 375 372 MUA-1 2430 2481 DESIGN TOTAL + 3,840 FINAL TOTAL + 3,900 DESIGN BUILDING BALANCE = FINAL BUILDING BALANCE = FINAL BUILDING PRESSURE = DESIGN TOTAL - 3,415 FINAL TOTAL - 3,544 425 CFM 356 CFM 0.010" W.C. Melink Corporation Energy solutions for a brighter tomorrow Page 25 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 INITIAL RTU -1 5.9 RTU -2 31.3 MUA-1 3.3 KEF-1 6.7 EF -2 1.3 TOTAL + 48.6 TEST RESULTS (IN AMPS) MOTOR AMP SAVINGS EFFICIENCY DATE: 08/17/20 FINAL RTU -1 4.9 RTU -2 6.5 MUA-1 3.3 KEF-1 6.7 EF -2 1.0 TOTAL - 26.2 AM PS 54% 22.4 Melink Corporation Energy solutions for a brighter tomorrow Page 26 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 Design Data Scheduled CFM (SA) Supply CFM (Load) Return CFM Outside Air CFM Outside Air Ratio % Model Number Capacity (Tons) External S.P. Fan HP Volts/Phase Fan RPM tquip. uata Unit MFR • Model No. • Serial No. • Rated Tons Fan Motor • HP • Volts/Phase • FLA/SF Motor Sheave Fan Sheave Belt(s) Sheave Centerline Test Data RPM - Initial/Final Actual Volts Final Operating Amps Ret/Suction/Discharge External S.P. Motor Hertz Supply CFM Return CFM Outside Air CFM Outside Air Ratio RTU -1 RTU -2 Kitchen Dining DATE: 08/17/20 4000 4000 4000 4000 _ 3680 2910 320 1090 8% 27% LGH1201-1413 LGH1021-14 10 8.5 0.80" 0.80" 208/3 N/A 208/3 N/A Lennox LGH120H46H4Y 5620B03973 Lennox LGH102H46H4M 5620004231 10 8.5 Interlink Interlink 3 3 200/3 200/3 8.00 1 1.15 8.00 1 1.15 VP50 x 7/8" VP50 x 7/8" 7"x1" 7"x1" AX58 AX58 N/A N/A 1042 1 930 103 1 950 208 .208 207 208 208 208 5.0 4.7 5 6.66.6 6.3 0.45" 0.89" 0.5" 0.33" 0.85" 0.55" 0.95" 0.88" 60. Hz 60. Hz 4030 3958 3688 2881 342 1077 8 % 27 Melink Corporation Energy solutions for a brighter tomorrow Page 27 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 SYSTEM: RTU -1 Kitchen NO. AREA SERVED TYPE OUTLET S17F 1A Men's RR Ceiling Grille N/A 1B Restroom Hallway 4 -Way N/A 1C Women's RR Ceiling Grille N/A 1D Kitchen 4 -Way N/A 1E Drive Thru 4 -Way N/A 1F Office 4 -Way N/A 1G Kitchen 4 -Way N/A 1H Kitchen 4 -Way N/A 11 Kitchen 4 -Way N/A 1.1 Drive Thru 4 -Way N/A 1K Serving 4 -Way N/A 11- Serving 4 -Way N/A 1M Kitchen 4 -Way N/A 1N Kitchen 4 -Way N/A DATE: 08/17/20 DESIGN PRELIM FINAL CFM CFM CFM 50 N/A 54 250 430 258 50 N/A 48 250 485 235 250 400 260 150 175 163 250 341 244 250 360 267 350 315 331 350 360 365 350 384 350 350 402 330 550 128 555 550 808 570 108% 103% 96% 94% 104% 109% 98% 107% 95% 104% 100 % 94% L01 % L04 % RIA Kitchen Return Grille N/A 3680 3688 100 % 101 % RTU -1 SUPPLY AIR CFM 4000 4588 4030 RTU -1 RETURN AIR CFM 3680 3688 100% RTU -1 OUTSIDE AIR CFM 320 342 107% RTU -1 OUTSIDE AIR RATIO % 8% 8 % 106 % Melink Corporation Energy solutions for a brighter tomorrow Page 28 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 SYSTEM: RTU -2 Dining DESIGN PRELIM FINAL NO. AREA SERVED TYPE OUTLET SIZE CFM CFM CFM 2A Vestibule N/A N/A 213 Dining Round N/A 2C Dining Round N/A 2D Dining Round N/A 2E Dining Round N/A 2F Dining Round N/A 2G Dining Round N/A 2H Dining Round N/A 21 Dining Round N/A 2.1 Dining Round N/A 2K Dining Round N/A 2L Vestibule Round N/A 250 0 244 350 388 337 350 400 351 350 477 344 350 375 333 350 420 371 350 380 340 350 393 344 350 425 372 350 369 329' 350 420 356 250 295 237 98% 96% 100% 98% 95% 106% 97% 98% 106% 94% 102% 95% R2A Dining Return GrilleN/A 2910 2$81 99% RTU -2 SUPPLY AIR CFM RTU -2 RETURN AIR CFM RTU -2 OUTSIDE AIR CFM RTU -2 OUTSIDE AIR RATIO % 4000 4342 3958 2910 _ 2881 1090 1077 27 % 27 % 99% 99% 99% 100% Melink Corporation Energy solutions for a brighter tomorrow Page 29 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 vCs�yn uca�a Scheduled CFM (EA) Exhaust CFM (Load) Model Number External S.P. Fan HP Volts/Phase Fan RPM Eauia. Data Unit MFR • Model No. • Serial No. Fan Motor • HP • RPM • Volts/Phase • FLA/SF Motor Sheave Fan Sheave Belt(s) Sheave Centerline Test Data RPM - Initial/Final Actual Volts Final Operating Amps Ret/Suction/Discharge External S.P. Motor Hertz Exhaust CFM KEF-1 EF -2 KH -1 Restrooms 3040 375 3040 375 N/A N/A 1.20" 0.38" 11/2 1/15 208/3 120/1 N/A N/A Captive -Aire Greenheck DU180HFA G -090 -V6 -X 4181369 16600647 Westinghouse VariGreen 3 1/10 1755 1750 230/3 115/1 8.60 1 1.15 1.38 N/A Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive N/A N/A 47.6 Hz 1 47.6 Hz 10 1 7 208 208 208 119 N/A N/A 6.7 6.7 6.6 1.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3172 372 Melink Corporation Energy solutions for a brighter tomorrow Page 30 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 DATE: 08/07/20 SYSTEM: EF -2 Restrooms DESIGN PRELIM FINAL NO. AREA SERVED TYPE OUTLET SIZE CFM CFM CFM E2A Men's RR Ceiling Grille N/A E213 Women's RR Ceiling Grille N/A E2C Sink Ceiling Grille N/A 150 190 158 1 105% 150 188 143 95% 75 99 71 95% EF -2 EXHAUST AIR CFM I F-375 1 477 1 37T 99 % Melink Corporation Energy solutions for a brighter tomorrow Page 31 PROJECT: Raising Cane's #467 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 uesign uata Scheduled CFM (SA) Make -UP Air CFM (Load) Model Number External S.P. Fan HP Volts/Phase Fan RPM Equip. Data Unit MFR • Model No. • Serial No. • Rated Tons Fan Motor • HP • RPM • Volts/Phase • FLA/SF Motor Sheave Fan Sheave Belt(s) Sheave Centerline Test Data RPM - Initial/Final Actual Volts Final Operating Amps Ret/Suction/Discharge External S.P. Motor Hertz Make -UP Air CFM MUA-1 KH -1 2430 2430 N/A N/A 0.50" 1 N/A A2 -D.250 -20D -MPU 4181369 N/A Westinghouse 11/2 1740 230/3 4.03 1 1.15 Direct Drive Direct Drive Direct Drive N/A DATE: 08/17/20 Melink Corporation Energy solutions for a brighter tomorrow Page 32 PROJECT: Raising Cane's #467 DATE: 08/17/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 Design Data Make -Up CFM Exhaust CFM Balance Ratio % Equip. Data Hood MFR • Model No. • Hood Type MUA Open Dir. A MUA Open Type B MUA Width/Length C Filter MFR D Filter Height E Filter Lengths F A B Correlates C with filter D velocities E below F G H Test Data MUA Avg FPM MUA CFM Exh. Avg. FPM A B Correlates C with filter D size E above F H Exhaust CFM Balance Ratio % KH -1 Fryers 2430 3040 80 Melink Corporation Energy solutions for a brighter tomorrow Page 33 PROJECT: Raising Cane's #467 DATE: 08/07/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 Equip. Data Manufacturer Model Number Location Program OCCUPIED Heat OF Cool T Start Time (Primary) Start Time (Secondary) UNOCCUPIED Heat OF Cool OF Start Time (Primary) Start Time (Secondary) Setup Fan Occupied Fan Unoccupied Sensor Lock -Out RTU -1 RTU -2 Kitchen Dining Lennox Lennox 104516-01 104516-01 BOH BOH 68° F 68° F 72° F 72° F 9:00 AM 9:00 AM N/A N/A 55` F 55° F 85° F 85° F 12:00 AM 12:00 AM N/A N/A On On Auto Auto Remote Remote Unlocked Unlocked Melink Corporation Energy solutions for a brighter tomorrow Page 34 PROJECT: Raising Cane's #467 DATE: 08/07/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 4 N Vestibule �' 2L 1A 1B 2H 2.1 Coolers EF2A 2G► EF213 1C 21 2K Men's RR I Women's RR 1L 0 KEF-1 0 2F 1D - 112A MUA-1 Dining KitchenN1M 1K 2D 2B Vestibule EF -2C 1 H 1 I 2E 2A 1E rIG� 2C 1J a�� Drive Thru Office RIA 1 Drive Thru Melink Corporation Energy solutions for a brighter tomorrow Page 35 PROJECT: Raising Cane's #467 DATE: 08/07/20 LOCATION: 3660 Wadsworth Boulevard, Wheat Ridge, CO 80033 4 N Melink Corporation Energy solutions for a brighter tomorrow Page 36 >''c�rnzr J -e cZC'1q vz 0,-6 Water Authority/District: Wheat Ridge Water Account #: Meter #. Tap #: Service Name: Raising Cane/Plumbing Specialist PO#914 Service Address 3609 Wadsworth Blvd Wheat Rid a CO 80003 Mailing/Billing Address: Contact: _ Plumbing Specialist Title: Phone: 720-271-5450 Make: Watts Model: LF009M2 Size: 1 %" X New Date Installed: 8/2020 Location on property: Fire Riser Room Existing imE Orientation: Use: Protection: X RPZ ❑ DC ❑ Vertical Up X Domestic ❑ Fire X Containment ❑ PVB ❑ AVB ❑ Vertical Down ❑ Irrigation ❑ Process ❑ Isolation ❑ Air Gap X Horizontal Line PSI: I oc Check Valve #1 (RPZ, DC, PVB) Check Valve #2 (RPZ, DC) Relief Valve (RPZ) Buffer (RPZ) Air Inlet (PVB) Shutoff Valve #1 Shutoff Valve 42 Additional Charges: Comments: Colorado Backflow Both Re-Test Testing & Repair, Inc No.2320998 PO Box 270070 Device Serial #: 084470 Louisville, CO 80027 9�a_6 Test Date/Time: to eo -.% 303-995-3489 Device Test Results: q Pass ❑ Fail BACKFLOW DEVICE AND MAINTENANCE REPORT Water Authority/District: Wheat Ridge Water Account #: Meter #. Tap #: Service Name: Raising Cane/Plumbing Specialist PO#914 Service Address 3609 Wadsworth Blvd Wheat Rid a CO 80003 Mailing/Billing Address: Contact: _ Plumbing Specialist Title: Phone: 720-271-5450 Make: Watts Model: LF009M2 Size: 1 %" X New Date Installed: 8/2020 Location on property: Fire Riser Room Existing imE Orientation: Use: Protection: X RPZ ❑ DC ❑ Vertical Up X Domestic ❑ Fire X Containment ❑ PVB ❑ AVB ❑ Vertical Down ❑ Irrigation ❑ Process ❑ Isolation ❑ Air Gap X Horizontal Line PSI: I oc Check Valve #1 (RPZ, DC, PVB) Check Valve #2 (RPZ, DC) Relief Valve (RPZ) Buffer (RPZ) Air Inlet (PVB) Shutoff Valve #1 Shutoff Valve 42 Additional Charges: Comments: u I Ill Il ❑ Leak Tight Test Procedure: ABPA Test Kit Make/Model: Barton Instruments -Prime 226C Serial #: 098985 Recalibration Date: 2-3-2020 Alarm Company/Fire Department Notified: N/A Person Notified: Notified By: Turn Off Date/Time: Turn On Date/Time: Cert. #: 6-88 Cert_ Expires: April 30, 2022 Tester. Gary A. Ferrera Accepted By: Signature on file Tester: Az�r- Signature Signing this report verifies that the isolation valves are in the open position and the fire alarm is fitnctioning. You agree to pay 1.5% per or a minitnum of $5.00 whichever is greater on invoices that are thirty (30) days past due. Signature I certify under penalty of law that I have personally performed the test inspections and repairs submitted on this form. All test procedures were performed in accordance with the latest edition of the Colorado Cross -Connection Manual. 1 believe the submitted information is true, accurate and complete. I am aware that there are significant penalties for submitting false information including the possibility of fines or imprisonment. u RePairslComments7Tightness `� `�� Both Re-Test Results Differential JnH ❑ Leak ❑ Tight u I Ill Il ❑ Leak Tight Test Procedure: ABPA Test Kit Make/Model: Barton Instruments -Prime 226C Serial #: 098985 Recalibration Date: 2-3-2020 Alarm Company/Fire Department Notified: N/A Person Notified: Notified By: Turn Off Date/Time: Turn On Date/Time: Cert. #: 6-88 Cert_ Expires: April 30, 2022 Tester. Gary A. Ferrera Accepted By: Signature on file Tester: Az�r- Signature Signing this report verifies that the isolation valves are in the open position and the fire alarm is fitnctioning. You agree to pay 1.5% per or a minitnum of $5.00 whichever is greater on invoices that are thirty (30) days past due. Signature I certify under penalty of law that I have personally performed the test inspections and repairs submitted on this form. All test procedures were performed in accordance with the latest edition of the Colorado Cross -Connection Manual. 1 believe the submitted information is true, accurate and complete. I am aware that there are significant penalties for submitting false information including the possibility of fines or imprisonment. rz>ei r� 2a,�I G? 6''6 Colorado Backflow Testing &Repair, Inc No. 2320999 PO Box 278070 a Device Serial #: _ Z o Louisville, CO 80027za IN Test Date/Time: --z� bt3r+ 303-995-3489 Device Test Results: Pass ❑ Fail BACKFLOW DEVICE AND MAINTENANCE REPORT Water Authority/District: Wheat Ridge Water Account #: Meter #. Tap #: Service Name: Raisin Canes/Plumbing Specialist, PO #914 Service Address: 3609 Wadsworth Blvd Wheat Ride CO 80003 Mailing/Billing Address: Contact: Plumbing Specialist Title: Phone- 72 Make: k,r q f S X New Date Installed: Location on property: . 0-271-5450 _ Model: e %dr"3Z Size: c T-zpg� Orientation: Use: ® RPZ ❑ DC ❑ PVB ❑ AVB ❑ Vertical Up ❑ Domestic ❑ Fire ❑ Air Gap ❑ Vertical Down V Irrigation ❑ Process N Horizontal Initial Test Results Line PSI: Ti htness Differential Repairs/Comments Check Valve #1 ❑ Leak (RPZ, DC, PVB) N Tight , Check Valve #2 []Leak (RPZ, DC) 1* Tight Relief Valve (RPZ) 3 Buffer (RPZ) Air Inlet (PVB) Shutoff Valve #1 ❑ Leak ❑ Tight I Shutoff Valve #2 C01 Leak -lig Tight Additional Charges: Comments: Jil Existing Protection: V Containment ❑ Isolation ❑ Both Re -Test Results 7htnessifferential Test Procedure: ABPA Test Kit Make/Model: Barton Instruments -Prime 226C Serial #: 098985 Recalibration Date: 2-3-2020 Alarm Company/Fire Department Notified: N/A Person Notified: Notified By: Turn Off Date/Time: Turn On Date/Time: Cert. #: 6-88 Cert. Expires: April 30 2022 Tester: Gary A. Ferrera Accepted By: _ Signature on file Tester: Signature Signing this report verifies that the isolation valves are in the open position and the fire alarm is functioning. You agree to pay 1.5% per or a minimum of $5.00 whichever is greater on invoices that are thirty (30) days past due. Signature I certify under penalty of law that I have personally performed the test inspections and repairs submitted on this form. All test procedures were performed in accordance with the latest edition of the Colorado Cross -Connection Manual. 1 believe the submitted information is true, accurate and complete. I am aware that there are significant penalties for submitting false information including the possibility of fines or imprisonment. Michael Vickers From: William Green <william@wrwdistrict.com> Sent: Tuesday, August 18, 2020 1:57 PM To: Michael Vickers Subject: Rasin Canes On Wadsworth Hello Micheal - This is William Green, Field Superintendent for Wheat Ridge Water District. I was instructed by my office personnel to send you an email in reference to the Rasing Canes restaurant on North Wadsworth. The incoming water line to the restaurant has been inspected and approved as has the Fireline. Nothing else is needed from us from you guys to start water service other than a billing name. Thank you Will Respond back with any questions. Get Outlook for iOS CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2,KL5 / -I " to Job Address: -_'V.,, 'Y 4-tnc,,y5 J Permit Number: Z& tel Ll 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:llwww.ci.wheatridge.co. us4nspection Date:— Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: !►u('��--- Job Address: Permit Number: Q 09 2-01 67 6 ❑ No one available for inspection: Time Re -Inspection required: Yes No AM/PM When corrections have been made, sc le for re -inspection online at: httpYluvww.ci.wheatridge.co.u�nspec n b nsp or: E_ City of fWheat id CC1MMUhdtiY LiEVELOPivtEfilT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 0 /1161,;w, ? Plan/Permit # Plan Review Fe Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:�'�® Owner Property Owner Email: a I Tenant (Commercial Projects Only) z4 Property Owner Mailing Address: (if different than property address) Address City, State, Zip: �-Z12 ®% j% 5 C Z Architect/Engineer: Architect/Engineer E-mail: Phone: Phone: Z/'/- 915-5-- 72%4: Contractor Name �_ c%'�G�/��"� �' c'`T' � City of Wheat Ridge License #:/��% �-L Phone: Contractor E-mail Address:Irl CLQ For Plan Review Questions & Comments (please print): CONTACT NAME (please print):n�T Phone: �c�3 CONTACT EMAIL(please print): T' Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # �EC fel (, W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # PCOMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. ` Sq. FULF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pen -nit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any pen -nit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWN>E,16 _(C TRACTOR) Signature (first and last n e): ii� �-'� v -"Z DATE: Printed Name:'e2 �iZ J C; DEPARTMENT USE ONLY ZONING COMMMENTS: (0e-'\1?'jeJ %4 /- vk) VkC,, </ t o 17-0 Reviewer: BUILDING DEPA ENT C MENTS- Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 1' Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address:'Contractor: �c<<r-✓r You are are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. �, Wall 1 allowable signage- `� U square feet ks# Wall 2 allowable signage- :-ZL square feet Wall 3 allowable signage- :�2 square feet S `� Site Plan T 0. c 11161,020 7T z0ZLOO 00 ,y 00 9 110 ►Q LU w�� ZD N >: O� F L9O s<3'I dna ` N � ° `k W \\1 N N 11 7 •i �lil + ---�, M to O EIC ro w c ` m oW 0 O /►�L }/Cy � Twp qGq IC k G La j o$ Q a o �—� 00 ro of O i O N � O � N � p N � N C O � C O C H OC Q \ Z rn lea 9�a� fi�la9 p WO* O m w w am Q ¢ WS LL V � w w � � ■❑ u rrnn � m 6 W IBJ x � � a [ m P �' m d a<� o s n o■❑oG � O m „9/L 6-.E eBue47 I e)mp I Rg urup m�,s,�md emwm+m auh- w 3 LL � u _ N 6 W x � � a P �' m • o 0 3 F o N z � � Z I N Z N K N ~ ~ K10 U U „9/L 6-.E eBue47 I e)mp I Rg urup m�,s,�md emwm+m auh- C1 4. 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O \ m _tQ v �usE as mEE 1� 8/L 6-E �+m�o E € m o � n U z �3p mQ Cm 779� h � ipu Eirn �� � a d oEc O W ty ti ia, V oy� tlo� V 8 g3s:(y$g€fifi Egg w o° �$a��b¢`v:d Z m Z Y 54y. qq lull €'7•� s€ c V o U) � a 8 c � � = �}}�l;9�s➢ $� CO g F aa,eva area cs �..e.a n o a 3 n a �❑■❑❑■ �; �8ce=s''ss�4a � m o�ateone�i..e,a CL P Re "s eggggj s �f� e a � a � � m ` IfAl C Z t LO aW ~\, sEW l r d �\ � � a d _ � at+ Qdo \ ti I % ` x a tr U O L Z,23 R' V ' � 3 am�� rn SEs i 9/L 6-i �E d o€ry W vEoE Oh 3:E o Q_9 wfE` C N p a� AGI A i � Ml�**] 14 01 Nk City of W heat icdge COMMUNI IY i)kVtL(N'MEW 1 APPROVED Reviewed for Code Compliance aid JJJA A, -w- )to 3660 Wadsworth Blvd/RC0467 PI s aminer Date and coy of to ions ThehaN not ncr of o prmHf or opprorpl of of a r/ wolao n M Wheat Rido-me, C 80033 orb computations shalt not be o permit fo , a on opyrovo! of, ony Nolobon to orly of the provisions aj the budding code or of air CO ord isonces. PermNo preweremp to q+ve outlariry to WOADN aan"r Ure provisions of tM NiYdhQ be" n orWnon or cn11/16/2019 drt odor as of ft city stroll ot Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: _ \ /I o /Zo COMMENTS: �owlsr>�ct?} wl ►^'GTAt f Siyyn S�w�Qed�sl�e�S � �0`Ts�y`i C�,�e.`r sc9✓r mak ��� si:-��► � DRAWING REVISIONS DATE PM CHANGE 1/16/19 SH Updated signage 5/2/19 SH Updated siteplan & signage 7/9/19 SH Updated elevations & sign details 11/16/19 SH Updated elevations E N LO 0 I N 0 rn 3 c 0- u U) I 0 U c 0 V `o 3 rn a 0 3 0 V 0 i N i rn 3 0 i 0 O N cN a- N ����� !il :�'I,.p �It i� % j�I / IIIIIIIIIII!® iL''i� il� 11 ( ■���I■IIIIIIIIIII!■IIIIII��\�� mom mill ifo �••• 11 •••��� �•••••EXTENDED WITH VEDi II = = ' �'I� �• �� I I I I c� L� ■ ■ N ����� !il :�'I,.p �It i� % j�I / IIIIIIIIIII!® iL''i� il� 11 ( ■���I■IIIIIIIIIII!■IIIIII��\�� mom mill ifo �••• 11 •••��� �•••••EXTENDED WITH VEDi II = = ' �'I� �• �� I I I I ■ ■ Lio PROPERTY UNE AS I REVISION COMMENTS u n PROPOSED RAISING CANE'S SIGN I I Proposed Store: Raising Cane's Site Sketch 38th & Wadsworth Denver, CO I Prototype 4 Extended with Vestibules Architect Informatiom Site Data: Zoning TBD Setbacks Front: - Side: - Rear: - Flood Zone Zone: BEE To To be determined Statisctics: Total area 31,431 sf Parking Spaces 32 Required Spaces 31 Drive-Thru stack - IECC Climate Zone I- I SITE AREAS: Site Sketch L_ AREA OF SITE PAVING (EXCLUDING BUILDING) 21,960 SQ. FT. Date: 7/5/18 GREEN OR LANDSCAPED AREA 6,181 SQ. FT. (19.6% GREEN SPACE) Revised: - C BUILDING AREA 3,290 SQ. FT. Scale: V=40' 0 40' TOTAL SITE AREA 31,431 SQ.FT. OR (0.721 ACRES) PARKING COUNT: TOTAL PARKING SPACES PROPOSED PARKING SPACES REQUIRED CROSS ACCESS PARKING AVAILABLE 32 (2 ACCESSIBLE SPACES) 31(1/100) 0 TN By: CSRS Y. Study Number: O'SD-8.0 II I I I I I I. I I I I Architect Informatiom Site Data: Zoning TBD Setbacks Front: - Side: - Rear: - Flood Zone Zone: BEE To To be determined Statisctics: Total area 31,431 sf Parking Spaces 32 Required Spaces 31 Drive-Thru stack - IECC Climate Zone I- I SITE AREAS: Site Sketch L_ AREA OF SITE PAVING (EXCLUDING BUILDING) 21,960 SQ. FT. Date: 7/5/18 GREEN OR LANDSCAPED AREA 6,181 SQ. FT. (19.6% GREEN SPACE) Revised: - C BUILDING AREA 3,290 SQ. FT. Scale: V=40' 0 40' TOTAL SITE AREA 31,431 SQ.FT. OR (0.721 ACRES) PARKING COUNT: TOTAL PARKING SPACES PROPOSED PARKING SPACES REQUIRED CROSS ACCESS PARKING AVAILABLE 32 (2 ACCESSIBLE SPACES) 31(1/100) 0 TN By: CSRS Y. Study Number: O'SD-8.0 r 11 -2" 30-11" 12'-11" 28' 1.' 84 SIM 15 SIM a. e 101 8 4 18 4 Ow O w 20 18 16 \ 18 EL 3E"-9" —1- 6 8 -----� 114 � w I 14 n � a I r- -1 r----- oa �--------j O it 76 H¢ I O O 1 I I If (TAKE I 1 aPPRO%. _ 17 I 0 ----- INTAKE n/4 l z a SLOPED l 8 AP FOX. 8 O O 7 /4" PER FT. 20 6 5 4 l I7 11 1" 12 111 O 108 O 20 l 110 A 21 8 l 14 4 OO 3 --- I SIM 18 2 3 SLOPED 4 8 8 8 SLOPED 100 I 8.40 APPRO%. APPRO%. W 14 C 8 I ❑w� ESiO 1/4"PER Fi. C? 8 ,74 El FT. l7 O Q v 5 17 d INTAKE p a I IS ---__ ___—_ ____—� SLOPED SLOP LOPED SLOPED 3-7 6 APPRO%. APPROL 5 APPROX. APPROX. 8 10 SLOPED 10 1/4"PER FT. 1/4"PER Fi. 10 8' I/4"PER FT. 1/APER FT. APPRO%. 12 1/4'PER FT. 109 ala Oa 8 9 9 ¢ ¢ 9 118 6 2 6 21 18 -0" 2 2' 2' 2" 2' 2" 3 9" 7'$' 15•_10• 25.-4 11'-7" 35-0" 7'-? 3 SIM 8.4 w� of ROOF PLAN /4"=i-0 Wheal R /J� Building Divisc NOTES SYMBOL LEGEND KEYNOTES GENERAL NOTES 1 THE DETAILS SHOWN ON THE DRAWINGS ARE TO BE O ROOF TOP UNDI - RE: MECHANICAL. 13 ROOF WALKWAY PADS CONSIDERED SCHEMATIC. ITEMS SUCH AS PARAPET p WINDOW DESIGNATION FLASHING, CANTS, BLOCKING, ROOF PENETRATIONS O ROOF TOP UNIT 2 -RE: MECHANICAL. 14 ROOF PENETRATION. RE: 9/A8.40. AND EXPANSION JOINTS ARETO BE INSTALLED PER MANUFACTURERS STANDARD ROOF DETAILS PRIOR TO � KEYNOTE O MAKE-UP AIR UNIT. INCLUDING CLEARANCE FOR POSSIBLE 15 PREFABRICATED AWNING - RE: 4/A8.21. THE BEGINNING OF THE WORK. DOOR FUTURE CONDITIONED MALI. PROVIDE INTAKE COWL 2 REFER TO STRUCTURAL DRAWINGS FOR DECK BEARING O DESIGNATION EXTENDING 70'-0" MIN. FROM EXHAUST FAN -RE MECHANICAL 16 PREFABRICATED SHED ROOF W/ GUTTER, RE: 1/A7.40. ELEVATION (a' ROOF. 3 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS Room name 4O HOOD EXHAUST TAN -RE MECHANICAL 17 MECHANICAL EQUIPMENT ROOF SCREEN - SEE DETAILS. FOR ADDITIONAL ITEMS ON OR THROUGH ROOF. 5555-1 ROOM NUMBER NAME& O ICE MACHINE CONDENSER -RE MECHANICAL PRE -FINISHED METAL CAP FLASHING TYP. COORDINATE WITH 4 CLEAN ROOF OF ALL CONSTRUCTION DEBRIS AT 18 LED LIGHTING. PROVIDE I/4":1 T' SLOPE MINIMUM. PROJECT COMPLETION. O6 COOLER/FREQER CONDENSER - RE:MKHANICAL 5 ALL ROOFTOPMKHANICAL EQUIPMENT SHALL BE 1 R" DETAIL OR 79 GAS WATER HEATER (WH) EXHAUST. STRAPPED AND SECURED TO THE ROOF PER EQUIPMENT SECTION O7 RESTROOM EXHAUST FRN - RE:MKHAFIICAL MANUFACTURER STANDARDS. A07.3 DESIGNATION 4"BOX GUTTERS WRH 3"ROUND DOWNSPOUTS; SHEET METAL b COMRACTOR TO VERIFY WEIGHT AND LOADING TAPERED INSULATION /CRICKET FOR POSRIVE DRAINAGE TO O WITH KYNAR FINISH: FLAT BLOCK REQUIREMENTS OF ALL ROOF TOP EQUIPMENT WITH 1 O ROOFSCUPPH2S. DATA SHEETS PRIOR TO TRUSS DESIGN O 21 LED LIGHTING BY OTHERS. REFER TO DETAIL 1/A8.40. 7 IN ADDITION, VERIFY WEIGHT AND LOADING OF WOOD INTERIOR 1 A5.1 1 ELEVATION MARK Oq PRIMARY ROOF SCUPPER- COORDINATE WITH CIVIL FOR SITE MILLWORK ITEMS SUSPENDED FROM BOTTOM CHORD IN DRAINAGE. RE:6, 8/A8.40. DINING ROOM. 1 B GENERAL CONTRACTOR TO VERIFY REQUIREMENTS OF EXTERIOR 10 SECONDARY OVER FLOW ROOF SCUPPER. ,ALL ROOFTOP EQUIPMBJT WITH SPECIFICATION SHEETS 1A4.1 ELEVATION MARK PRIOR TO TRUSS DESIGN. 71 ROOF ACCESS HATCH. RE: 3/A7.40. 9 GENAL COMRACTOR TO COORDINATE FREEZER O FINISH Store: 38TH & WADSWORTH BLVD. WHEAT RIDGE, CO 80033 Restaurant #RC487 Prafessimal of Record: HEMANT MODI FAA DESIGN Architectural Solutions Group 7200 S ALTON WAY, SUITE B-270 CQJTENNIAL, CO 80076 P00 LIC, U S� O�•:O ARC.0040 18 • CHITEG� EXP. 10/s1 /21 Prototype: EXTENDED 4, SCHEME Prototype Issue Dater 9.05.2019 Design Bullefin Updates: INL UDED Dale Issued: Bulletin WrMec NOV. 2018 1 _&2 FOR PERMIT ISSUED: #Dale Description 0 7.17.2019 CLIENT REVIEW 1 9.25.2019 PERMIT REVIEW 2 flfVI510N5: 1 10 .30.19 FLAN RiVILYJ COMMENTS 2 3 ROOF PLAN Dale: 04.1/.2019 Project Number: PAC18013.0 Drawn By: MLN/ TAW Sheet Number: TAG EQUIPMENT PER MANUFACTURER SPKIFICATIONS. 12 GUARD RAIL -RE: 10/A8.40 r 11 -2" 30-11" 12'-11" 28' 1.' 84 SIM 15 SIM a. e 101 8 4 18 4 Ow O w 20 18 16 \ 18 EL 3E"-9" —1- 6 8 -----� 114 � w I 14 n � a I r- -1 r----- oa �--------j O it 76 H¢ I O O 1 I I If (TAKE I 1 aPPRO%. _ 17 I 0 ----- INTAKE n/4 l z a SLOPED l 8 AP FOX. 8 O O 7 /4" PER FT. 20 6 5 4 l I7 11 1" 12 111 O 108 O 20 l 110 A 21 8 l 14 4 OO 3 --- I SIM 18 2 3 SLOPED 4 8 8 8 SLOPED 100 I 8.40 APPRO%. APPRO%. W 14 C 8 I ❑w� ESiO 1/4"PER Fi. C? 8 ,74 El FT. l7 O Q v 5 17 d INTAKE p a I IS ---__ ___—_ ____—� SLOPED SLOP LOPED SLOPED 3-7 6 APPRO%. APPROL 5 APPROX. APPROX. 8 10 SLOPED 10 1/4"PER FT. 1/4"PER Fi. 10 8' I/4"PER FT. 1/APER FT. APPRO%. 12 1/4'PER FT. 109 ala Oa 8 9 9 ¢ ¢ 9 118 6 2 6 21 18 -0" 2 2' 2' 2" 2' 2" 3 9" 7'$' 15•_10• 25.-4 11'-7" 35-0" 7'-? 3 SIM 8.4 w� of ROOF PLAN /4"=i-0 Wheal R /J� Building Divisc NOTES SYMBOL LEGEND KEYNOTES GENERAL NOTES 1 THE DETAILS SHOWN ON THE DRAWINGS ARE TO BE O ROOF TOP UNDI - RE: MECHANICAL. 13 ROOF WALKWAY PADS CONSIDERED SCHEMATIC. ITEMS SUCH AS PARAPET p WINDOW DESIGNATION FLASHING, CANTS, BLOCKING, ROOF PENETRATIONS O ROOF TOP UNIT 2 -RE: MECHANICAL. 14 ROOF PENETRATION. RE: 9/A8.40. AND EXPANSION JOINTS ARETO BE INSTALLED PER MANUFACTURERS STANDARD ROOF DETAILS PRIOR TO � KEYNOTE O MAKE-UP AIR UNIT. INCLUDING CLEARANCE FOR POSSIBLE 15 PREFABRICATED AWNING - RE: 4/A8.21. THE BEGINNING OF THE WORK. DOOR FUTURE CONDITIONED MALI. PROVIDE INTAKE COWL 2 REFER TO STRUCTURAL DRAWINGS FOR DECK BEARING O DESIGNATION EXTENDING 70'-0" MIN. FROM EXHAUST FAN -RE MECHANICAL 16 PREFABRICATED SHED ROOF W/ GUTTER, RE: 1/A7.40. ELEVATION (a' ROOF. 3 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS Room name 4O HOOD EXHAUST TAN -RE MECHANICAL 17 MECHANICAL EQUIPMENT ROOF SCREEN - SEE DETAILS. FOR ADDITIONAL ITEMS ON OR THROUGH ROOF. 5555-1 ROOM NUMBER NAME& O ICE MACHINE CONDENSER -RE MECHANICAL PRE -FINISHED METAL CAP FLASHING TYP. COORDINATE WITH 4 CLEAN ROOF OF ALL CONSTRUCTION DEBRIS AT 18 LED LIGHTING. PROVIDE I/4":1 T' SLOPE MINIMUM. PROJECT COMPLETION. O6 COOLER/FREQER CONDENSER - RE:MKHANICAL 5 ALL ROOFTOPMKHANICAL EQUIPMENT SHALL BE 1 R" DETAIL OR 79 GAS WATER HEATER (WH) EXHAUST. STRAPPED AND SECURED TO THE ROOF PER EQUIPMENT SECTION O7 RESTROOM EXHAUST FRN - RE:MKHAFIICAL MANUFACTURER STANDARDS. A07.3 DESIGNATION 4"BOX GUTTERS WRH 3"ROUND DOWNSPOUTS; SHEET METAL b COMRACTOR TO VERIFY WEIGHT AND LOADING TAPERED INSULATION /CRICKET FOR POSRIVE DRAINAGE TO O WITH KYNAR FINISH: FLAT BLOCK REQUIREMENTS OF ALL ROOF TOP EQUIPMENT WITH 1 O ROOFSCUPPH2S. DATA SHEETS PRIOR TO TRUSS DESIGN O 21 LED LIGHTING BY OTHERS. REFER TO DETAIL 1/A8.40. 7 IN ADDITION, VERIFY WEIGHT AND LOADING OF WOOD INTERIOR 1 A5.1 1 ELEVATION MARK Oq PRIMARY ROOF SCUPPER- COORDINATE WITH CIVIL FOR SITE MILLWORK ITEMS SUSPENDED FROM BOTTOM CHORD IN DRAINAGE. RE:6, 8/A8.40. DINING ROOM. 1 B GENERAL CONTRACTOR TO VERIFY REQUIREMENTS OF EXTERIOR 10 SECONDARY OVER FLOW ROOF SCUPPER. ,ALL ROOFTOP EQUIPMBJT WITH SPECIFICATION SHEETS 1A4.1 ELEVATION MARK PRIOR TO TRUSS DESIGN. 71 ROOF ACCESS HATCH. RE: 3/A7.40. 9 GENAL COMRACTOR TO COORDINATE FREEZER O FINISH Store: 38TH & WADSWORTH BLVD. WHEAT RIDGE, CO 80033 Restaurant #RC487 Prafessimal of Record: HEMANT MODI FAA DESIGN Architectural Solutions Group 7200 S ALTON WAY, SUITE B-270 CQJTENNIAL, CO 80076 P00 LIC, U S� O�•:O ARC.0040 18 • CHITEG� EXP. 10/s1 /21 Prototype: EXTENDED 4, SCHEME Prototype Issue Dater 9.05.2019 Design Bullefin Updates: INL UDED Dale Issued: Bulletin WrMec NOV. 2018 1 _&2 FOR PERMIT ISSUED: #Dale Description 0 7.17.2019 CLIENT REVIEW 1 9.25.2019 PERMIT REVIEW 2 flfVI510N5: 1 10 .30.19 FLAN RiVILYJ COMMENTS 2 3 ROOF PLAN Dale: 04.1/.2019 Project Number: PAC18013.0 Drawn By: MLN/ A1.50 TAW Sheet Number: A1.50 c' PART OF TRACT 1., ADKI S SUBDIVISION NOT A, PART j NER; RIDGE LLC 61,821— SCREEN �-SCREEN WALL BUFFER /�ExISTWG MONUMENT SIGN p_pJ Reviewed for Zoning ompliance by theCD CODE DESCRIPTION Q City of Wheat Ridge ilanning Division I D APPROVES ONS Open Sign Q 1 CFNS Chicken Fingers Neon Sign AGI 1 PMRL C T I' © 1 BD -1 Blue Dog ® DATE: /tot One Love Canopy Letters ® r �, COMMENTS: — s t Y' £ 1: SITEMAP All signage must meet The Corners at Wheat Ridge MSP QTY. CODE DESCRIPTION Q 4 WS-8FT 4x8 Wall Sign D 1 ONS Open Sign Q 1 CFNS Chicken Fingers Neon Sign AGI 1 PMRL Painted Mural © 1 BD -1 Blue Dog ® 1 CAN One Love Canopy Letters ® 2 DTMB DT Menuboard & Awning ❑ 2 PSB Presell Board ® 1 TEN Multi -Tenant Panel All signage must meet The Corners at Wheat Ridge MSP Location: Wheat Ridge, CO AGI Rep: G.W. Freestanding sign must have 5ft. setback BLUE DOG MURAL from P.L. if not a tenant panel Tenant panel design/placement subject to document will not copied reproduced in whole LL approval EMC prohibited. Rear wall sign & mural subject to LL AGI Date: 12 12 2018 approval YES cu/ Wall signs allowed 1 per street front/parking/ major internal drive. Mural and branded art this design be incorporated in other projects. likely counts as wall sign NO ❑ ❑ Menuboards NTE 30 SF, 6' OAH Awning/canopy signs count as wall sign / = O Location: Wheat Ridge, CO AGI Rep: G.W. This document is the sole property of AGI, and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. It is SAmitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this Site ID: RC0467 AGI PM: Kelly Deep document will not copied reproduced in whole n or in par., nor its contents revealed in any manner or e AGI Date: 12 12 2018 Drawn b M. Folden _.w —.—.— --_ . " Cfitellfim F1N6ERS` to any person except for the purpose for which it was tendered, nor any special features peculiar to y• this design be incorporated in other projects. 011" —11IN City of wheat RPcIlge COVE LIGHTING OSUBJECT TO REVIEW cncwr Pmecas 4 lJ Ci t] „ ry,y _ co F 51-811 LU I NO z r W Al\ OT FRONT ELEVATION If} INTERIOR SIGN ALLOWED 60.6 SF � 441-011 � ELEVATIONS HLitvrrcu izo.o ar 103'-0" Scale: 3/32"=1' 1 / ® QTY. CODE DESCRIPTION Trr, 4 WS-8FT 4x8 Wall Sign ® 1 ONS Open Sign aft 1 CFNS Chicken Fingers Neon Sign ® 1 PMRL Painted Mural this design be incorporated in other projects. 1 BD -1 Blue Dog 1 CAN One Love Canopy Letters 2 DTMB DT Menuboard & Awning �€ 2 PSB Presell Board 1 TEN Multi -Tenant Panel HLitvrrcu izo.o ar 103'-0" Scale: 3/32"=1' 1 / ® Location: Wheat Ridge, CO AGI Rep: G.W. This document is the sole property of AGI, and all design, manufacturing, reproduction,areexesslyeandsale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this document assumes custody and agrees that this Site ID: RC0467 AGI PM: Kelly Deep document will not copied reproduced in whole or in part, nor its contents revealed in any manner or Date: 12/ 12/2018 Drawn b M. holden y - — CKIC>I�EN FiNGiER9° to any person except for the purpose for which it was tendered, nor any special features peculiar to AGI - this design be incorporated in other projects. City of Wheat Ridge COVE LIGHTING O o� I I i ®I mini EMN. REAR ELEVATION man COVE LIGHTING 9M SUBJECT TO LL APPROVAL ELEVATIONS r,.Mt 1A yrs-M•rl, 103'-0" Scale: 3/32"=1' QTY. CODE DESCRIPTION 1 4 WS-8FT 48 Wall Sign ® 1 ONS Open Sign 1 CFNS Chicken Fingers Neon Sign 1 PMRL Painted Mural 1 BD -1 Blue Dog O 1 CAN One Love Canopy Letters O 2 DTMB DT Menuboard & Awning O 2 PSB Presell Board O 1 TEN Multi -Tenant Panel r,.Mt 1A yrs-M•rl, 103'-0" Scale: 3/32"=1' ® C I1♦ ICICwim FINGERS Location: Wheat Ridge, CO AGI Rep: G.W. Th;s document is the sole property of AGI, and all design, manufacturing, reprodumon, use and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this documentassumes custody and agrees thatthis document will not be copied e reproduced in whole or ir, par, nor its contents revealed in any manner or to any person except for the purpose for which it thistendered,noranyspecialfeaturespeculiarto this design be incorporated in other projects. ; AGI Site ID: RC0467 AGI PM: Kelly Deep Date: 12/12/2018 Drawn by: ►v1. Folden Y � M. arty of (Wheat Ridge Building )ivison I 1/2'' EMBOSS LETTERS 0/ COPY & DROP SHADOW ARE AS FOLLOWS: 'RAISING' IS FIRST SURFACE APPLIED 8'- T TRANSLUCENT VINYL 3M #3630-015 'YELLOW' DROP SHADOW IS FIRST SURFACE APPLIED TRANSLUCENT VINYL 3M #3630-53 'CARDINAL RED' BORDER IS PAINTED'BLACK' CHICKEm FINGERS 1/2'' EMBOSS RED BACKGROUND 1/4" EMBOSS DROP SHADOW FRONT ELEVATION uare Footage BACKGROUND IS SURFACE APPLIED TRANSLUCENT VINYL 3M #3630-73'RED' .150" THERMO FORMED CLEAR POLYCARBONATE FACE REGISTER MARK IS PAINTED'B DOUBLE EMBOSSED LETTERS ARE PAINTED SECOND SURFACE'WHITE' EMBOSS AROUND LETTERS IS PAINTEDLRECONDSURFACE'BLACK' ° oP'EMBOSSEDSUVBOARDISAS FOLLOWS: 1 /4" EMBOSS SIDES ARE PAIfWED TO MATCH SURFBOARD PANTONE#109C'YELLOW' - GRAPHICS ARE SECOND SURFACE APPLIED DIGITAL PRINT P_P,Q LA�QO Location: Wheat Ridge, CO I AGI Rep: G.W. Site ID: RC0467 Date: 12/12/2018 AGI PM: Kelly Deep Drawn by: M. Folden (0 5" CABINET P7 SECTION ELECTRICAL DATA VOLTAGE 120 AMPERAGE 1.8 CUTSHEET 1 SIGN PER SZREET FRONT ALUM. STAPLED TO BACK PANEL LISTING WALL- CONDITIONS TBD NOTES: 1.) INTERIOR OF CABINET TO BE 55OLT PAINTED REFLECTIVE WHITE )0D 5TU 1/2'X 1 1/2'X 1 /8" ALUM. ANGLE BRACES ERSILOKED TO 3MM ACM BACKER & IECHANICALLY FASTENED TO EXISTING WALL '/ MOUNTING HARDWARE AS REQUIRED VCM WHITE ACM BACK PANEL U.L. APPROVED ACM ONLY 50" THERMO FORMED CLEAR DLYCARBONATE FACE MECHANICALLY ASTENED TO CABINET W/ #10 X 3/4" LONG S.P.H. SHEET METAL SCREWS @ 12" O.C. GILIGHT PR0215-65K-G3 WHITE LED MODULES ) WATT LED POWER SUPPLY W/ J -BOX & ISCONNECT SWITCH (2'X 6 LONG LIQUID TIGHT CONDUIT TO OWNER PROVIDED POWER SUPPLY G60LT 140 WEEP HOLE I/ LIGHT SHIELD AS REQ'D COLOR CHART 3630-15 'YELLOW' 3M #3 3 'RED' ® 3M #3630-53 RDINAL RED' L,, 7-0" 12'-0'' 184.001 Square Footage CUTSHEET PMRL (0712) PAINTED ON SUBSTRATE SUBJECT TO LL APPROVAL FOR ARTIST RENDERING USE ONLY MURAL PROVIDED BY OTHER VENDOR ut Location: Wheat Ridge, CO AGI Rep: G.W. This dccument is the sole property of AGI, and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this and this documentassumesecopi Site ID: RC0467 AGI PM: Kelly Deep orreproducedtnwdocument will not be copied dreproduced in whole e or m par.,nor it, contents revealed in any manner or Date: 12/12 2018 / Drawn b M. Folden y to any pe•son except foi the purpose for which it was tendered, nor any special `eaturespeculiar to design be incorporated AGI this in other projects city of Wheat Ridge M Q - This is a digital aluminum substrate and rigid. Square Footage Q of w,ouunrvc rurc — P SCM 4o STEEL PIPE GALVAMZED 90° ELBOW - GALVANIZiD.I UP= LHE40, SD STEEL PIPE i LGA 5' OD THREADED PrANGEJ C1 SHEET Blue Doan Substrate — EXISTING WALL 3/8"E 5.5. MOUNTING ANCHOR I BY INSTALLER- -PROVIDE LAG OR MASONRY ANCHOR A5 APPROPRIATE W/ WASHER I -PROVIDE W/ BOLT HEAD ONLY - NO E)P SED THREADS PIPE CAP - MCM PN — 44605KI08 OR EQUIVALENT ALUMINUM SUBSTRATE j-- EXTERIOR WALL SIDE ELEVATION Location: Wheat Ridge, CO AGI Rep: G.W. This documents the sole property of AGI, and' all design, manufacturing.reproduction,reexes ly and sale rights regarding the same e expressly forbidden. it is 'lubmitLed under a confidential relati. i hi;z for a special purpose, and the recipient, by accepting tri; ® Site ID: RC0467 AGI PM: Kell Y Deep documel t assumes custody and agrees that th s document will not be copied or reproduced in whole of In part neat, co^tents revealed n any manner or AGI Date: 12/ 12/2018 Drawn by: M. Folden --- -= C [ICI4EN hiGERS to any per son except for the purpose for which it was tendered, nor any special feature peculiar to design be incorporated this In other pr ,ec-,s. C G F E CUTSHEET One Love 20" Canopy Letters FRONT ELEVATION SIGN SIZE A B C D E F OL -16 16" ±1'- 10 9/16" ±3'- 3 13116" ±7 1/8" ±4-411 ±&,- 3 OL -18 18" 2'- O" ±3'- 8 13/16" ±8" ±4-'- 10 1/2" ±9'- 3 3/8" OL -20 20" 21-211 ±4' -1 13/16" ±8 15116" ±5'- 5" ±10'- 3 3/8" OL -22 22" 21-41' ±4'- 6 3/4" ±9 13116" :1:5'- 11 1/2" ±11'- 4 1/8" 1/8" WHITE IMPACT MODIFIED ACRYLIC FACES P15CONNECT SWITCH ALUM. RACEWAY 15 PAINTED MAP'BLACK' 1" BLACK JEWELITE ALUM.FETURN5 FUFIN15HED'B MW 51-1PPOFTTUBE5 ARE PAINTED MAFT5LACW ALUM. RACEWAY 15 PAINTED MAF VLACW P15CONNECT SWITCH 51DE VIEW O Location: Wheat Ridge, CO AGI Rep: G.W. This document is the sole property of AGI, and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. ! is submitted tinder a confidential relationship, for,3 special purpose, and the recipient, by accepting this document assumescustodyandeproducedtn Site ID: RC0467 AGI PM: Kelly Deep document will not be copied or reproduced in whole or in par;, nor K- co •tents revealed in any manner or AGI Date: 2� 2 20 8 Drawn by: M. Folden ----- - -. cKid EN FYNGERS" to any pe, son except for the purpose for which it was tendered, nor any special features peculiar to _. this design e incorporate mot ger projects. ' City of Wheat Ridge .063" BRAKE FORMED ALUM. END CAP #8 S.S.P.H. SHEET METAL SCREW, TYP. (2) PIECE .063" BRAKE FORMED ALUM. COVE LIGHTING CABINET FABRICATED ALUM. CORNER PIECE Lu Z 04 W 0 �U C 4„ r OF LED is V-6 1/2" COVE LIGHT SECTION (TYP. CORNER) (MAX 12'- 0") WALL BUSTER FOR ELECTRICAL PASS THRU LIQUID TITE CONDUIT TO OWNER PROVIDED POWER SUPPLY I TRANSFORMER BOX DISCONNECT SWITCH-----,, LED \ BRAKE FORMED ALUM. SEAM COVER - PAINTED TO MATCH COVE LIGHT e1 1e ______________°__________--_. COVE LIGHT SECTION (MAX 12' - 0") __J_Al1GN_ CUTSHEET Cove Lighting ILT TOP OF WAUVTOP OF COVE LIGHT #8 S.S.H.H. SELF DRILLING SCREW. - (6) PER SECTION - BY INSTALLER IN FIELD BRAKE FORMED ALUM. COVE LIGHTING MOUNTING BRACKET ILT-1X1-W30-BLK LED - 4 MODULES PER 1 It - MECHANICALLY FASTENED TO MOUNTING BRACKET t CONT. BRAKE FORMED ALUM. SHIEL BRAKE FORMED ALUM. COVE LIGHTING COVER PLASTIC WALL BUSTER FOR LOW VOLTAGE WIRE PASS THRU 7' X 3/16" SPACER W/ 114"0 HARDWARE AS READ. DISCONNECT SWITCH 1 /7' LIQUID WE CONDUIT TO OWNER PROVIDED POWER SUPPLY WEATHER PROOF TRANSFORMER BOX TO CONCEAL POWER SUPPLY SECTION This docume s the sole propeity of AGI, and all Location: Wheat Ridge, CO AGI Rep: G.W. design,Manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a ut special purpose, and the recipient, by accepting this Site ID: RC0467 AGI PM: Kelly Deep document assumes custody and agrees that this document will not n. copied e reproduced in whole�' Dr in par, nor its contents revealed in any manner or to any person except for the purpose for which it Date: 12 12 2018 Drawn b M. Folden as tendered, nor any special feaiurespeculiar tD Y this design, be incorporated in other projects. city of Wheat Ridge OF SEAM COVER STRUCTURAL PLAN VIEW RUN A BEAD OF BLACK SILICONE CAULK ACROSS THE TOP OF COVE LIGHT COMB MCM 49247OA207 S.S. PHILIPS HEAD OR EQUIVALEN / C3 EP __J_Al1GN_ CUTSHEET Cove Lighting ILT TOP OF WAUVTOP OF COVE LIGHT #8 S.S.H.H. SELF DRILLING SCREW. - (6) PER SECTION - BY INSTALLER IN FIELD BRAKE FORMED ALUM. COVE LIGHTING MOUNTING BRACKET ILT-1X1-W30-BLK LED - 4 MODULES PER 1 It - MECHANICALLY FASTENED TO MOUNTING BRACKET t CONT. BRAKE FORMED ALUM. SHIEL BRAKE FORMED ALUM. COVE LIGHTING COVER PLASTIC WALL BUSTER FOR LOW VOLTAGE WIRE PASS THRU 7' X 3/16" SPACER W/ 114"0 HARDWARE AS READ. DISCONNECT SWITCH 1 /7' LIQUID WE CONDUIT TO OWNER PROVIDED POWER SUPPLY WEATHER PROOF TRANSFORMER BOX TO CONCEAL POWER SUPPLY SECTION This docume s the sole propeity of AGI, and all Location: Wheat Ridge, CO AGI Rep: G.W. design,Manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a ut special purpose, and the recipient, by accepting this Site ID: RC0467 AGI PM: Kelly Deep document assumes custody and agrees that this document will not n. copied e reproduced in whole�' Dr in par, nor its contents revealed in any manner or to any person except for the purpose for which it Date: 12 12 2018 Drawn b M. Folden as tendered, nor any special feaiurespeculiar tD Y this design, be incorporated in other projects. city of Wheat Ridge ±9/16" 8' - 7 5/8" ALUM. ROOFING PAINTED MAP 'BLACK' OUTSIDE FRAME COVER TO BE PAINTED MAP'BLACK' 3� (2) LIQUIDTITES STRAIGHT CONNECTION - J -BOX W/ DISCONNECT SWITCH 1/4" STEEL PLATE PAINTED MAP 'BLACK' 0 �o Cl) r` _ 6" X 6" X 1/4" STEEL TUBE — ---- PAINTED MAP 'BLACK' 3 1/2" O ELECTRICAL HOLE W/ 5" X 5" X.090" ALUM. PLATE COVER MECHANICALLY FASTENED TO COLUMN 6" X 18" X 18" COVER PAINTED MAP 'BLACK' SIDE VIEW CUTSHEET Drive Thru Awning '"DCK I(' I I A °D LED LIGHTING ILX4000 l'-2" 2" 191 r 2., I I 6„'— I r4” O FOR 1" ANCHOR BOLT PLATE VIEW "EEL PLATE 2" O ELECTRICAL HOLE FRONT VIEW ELECTRICAL DATA VOLTAGE 120 AMPERAGE 0.5 LUM. ROOFING AINTED 'WHITE' INSIDE AWNING FRAME 'AINTED MAP 'BLACK' X 4" X 1/4" TUBE AINTED MAP 'BLACK' -OLUMN TO BE kTTACHED TO AWNING 'AINTED MAP 'BLACK' SEE ATTACHED ENGINEERING City of Wheat Ridge ilding Location: Wheat Ridge CO AGI Rep: G.W. Tnis document is the sole property of AGI, and all design,manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this O Site ID: RC0467 AGI PM: Kelly Deep document assumes custody and agrees that this document will not copied reproduced in whole or in par., nor its contents revealed in any manner or ' Date: 12/12/2018 Drawn by: M. Folde n Ci[iCKEN FINGERS to any person except for the purpose for which it was tendered, nor any special features peculiar to Arm this design be incorporated in other projects, City of Wheat Ridge ilding 7'-6" 2'-5" 2'-8 1/4" FRONT ELEVATION ALUM. 510E MENU MOUNTS POWDER COATED TIGER DRYLAC 039/80170'BLACK' MENU DIVIDER BAR (2 IN RIGHT WING ONLY) REFER TO DIVIDER BAR DETAIL FABRICATED ALUM. CABINET5 ARE POWDEF COATED TIGER DRYLAC 039/80170'61LACK' DISCONNECT 5WITCH s FABRICATED ALUM. GLADDING BA5E COVER AND E5CUTCHEON 15 POWDER COATED TIGER DRYLAC r039/80170 'BLACK' GRADE CUTSHEET Drive Thru Menu Board NTE 30 SF, 6' OAH Ll 3.9375 15,2500 510E VIEW - C" ea Location: Wheat Ridge, CO AGI Rep: G.W. This document is the sole property of All, and all forbidden, rights regarding the same are exprzssly forbidden it right regaringthesame are is submitted under a confidential relationship, for a special purpose, and tr:e recipient, by accepting this • O Site ID: RC0467 AGI PM: Kelly Deep documentassumes custody and agrees that ths document will not be copied reproduced in manner cl Din pari, nor is co^fen's revealed In any manner or e A131 Date: 2� 2 20 8 Drawn by: M. Folden „CKICkEN FikERS' o any person except for the purpose for which it Lsastendered,noranyspecial`eaturespeculiarto in this design be incorporated other projects. - C" ea 1'-118/16" 1'-8114" FRONT ELEVATION 3/16" FABRICATE!, ALUM. HINGE - MECHANICALLY FASTENED TO MENUDOARD W/ 5.5. POP RIVETS - P15CONNECT SWITCH FABRICATED ALUM. CLADDING BASE COYER AND ESCUTCHEON 15 POWDER COATED TIGER DRYLAC EXPECTED GRADE 71/4" 51DE VIEW CUTSHEET Pre Sell Board NTE 30 SF, 6'1 315/16" 0ny a Wheat Ridge / ® O w _� ---- NEN FINGERsDate: Location: Wheat Ridge, CO FABRICATED ALUM. CABINET 15 POWDER COATED TIGER DRYLAC 039180170'BLACK! AGI - - - - - - 3/16" FABRICATE!, ALUM. HINGE - MECHANICALLY FASTENED TO MENUDOARD W/ 5.5. POP RIVETS - P15CONNECT SWITCH FABRICATED ALUM. CLADDING BASE COYER AND ESCUTCHEON 15 POWDER COATED TIGER DRYLAC EXPECTED GRADE 71/4" 51DE VIEW CUTSHEET Pre Sell Board NTE 30 SF, 6'1 315/16" 0ny a Wheat Ridge / ® O w _� ---- NEN FINGERsDate: Location: Wheat Ridge, CO AGI Rep: G.W. This document is the sole property of AGI, and all design, manufacturing, reproduction, use and sale rights regarding the same are expressly forbidden. it is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this documentaillnot ecopi dorreproducedtthis document will not n copied e reproduced in manner 0 or in pari, nor its contents revealed in any manner a to any person except for the purpose for which it was tendered, be nor any special features peculiar to this design be incorporated in other projects. AGI Site ID: RC0467 AGI PM: Kelly Deep 12/ 12/2018 Drawn by: M. Folden N LO c9 a R PLAN VIEW f1 1 /8" 3 314"AIT' / ' SECTION .090" ALUM. BACK PANEL MECH. FASTENED TO ANGLE W/ #8 5.5.C.5. SHEET METAL SCREWS 1" X 1"X 1/8" ALUM. ANGLE VER51LOKED TO BRAKE FORMED CHANNEL .090" BRAKE FORMED ALUM. CHANNEL W/ WELDED TOP CAP 0 0 i9 ZZ n to 513/16" �o BASE PLATE CUTSHEET Speaker Post 3/8" THICK ALUM. BASE PLATE WELDED TO BRAKE FORM CHANNEL 21/2".0 X 1 1/2" HOLE 1/2"0 SLOTTED HOLES ON 3 3/8"0 PATTERN — N AGI Rep: G.W. This do,_umera. is the sole property of AGI, and all design,mardingthesamearee prey userbiddeand e rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this MICROPHONE PERFORATIONS ROUTED IN FACE - a O Site ID: RC0467 AGI PM: Kell Dee Y 5 BOTTOM `r document will not be copied reproduced in whole OF TRAY or in part, nor its co^tents revealed in any manner or e A131 Date; 12 12 2018 Drawn b M. Folden y _ _.�__ CHICKEN FINGERS' to any person except for the purpose for which it was tendered, nor any special features peculiar to design be in ALUM. ANGLE m this incorporated other projects. w J (q �% z N Q 41 W REAR LEG OF BOTH 1" ANGLES TO BE NOTCHED — * ne j (FOR FUTURE ACCESS OF SPEAKER) w SPEAKER PERFORATIONS ROUTED IN FACE ce = a S o 0.090" ALUM. TRAY WELDED TO CHANNEL W/ 2"0 PA55 THRU HOLE CENTERED (TYP. OF 2) — —, TOP FABRICATED ALUM. CABINET 15. OF TRAY POWDER COATED TIBER DRYLAL 038/80170'B --w I iv 3/8" ALUM BA5E PLATE FRONT ELEVATION SIDE VIEW SECTION / Location: Wheat Ridge, CO AGI Rep: G.W. This do,_umera. is the sole property of AGI, and all design,mardingthesamearee prey userbiddeand e rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this - a O Site ID: RC0467 AGI PM: Kell Dee Y documentassumes custody and agrees thatthis document will not be copied reproduced in whole or in part, nor its co^tents revealed in any manner or e A131 Date; 12 12 2018 Drawn b M. Folden y _ _.�__ CHICKEN FINGERS' to any person except for the purpose for which it was tendered, nor any special features peculiar to design be in this incorporated other projects. city of Wheat Ridge CUTSHEET Multi -Tenant Panel Scale: 1/4"=1' f / Location: Wheat Ridge, CO AGI Rep: G.W. This docume -t is the sole property of AGI, and all design, manufacturing, re roduc.ion,useandsale rights regarding the same are expressly forbidden. It is submitted under a confidential relationship, for a special purpose, and the recipient, by accepting this o Site ID: RC0467 AGI PM: Kell Dee Y documentassumes custody and agrees th�tth document will not be copied or reproduced in whole orin par., nor is contents revealed in any manner or AGI Date: 12 12/2018 / - Drawn b Ni. Folden y• _ - - ---- - -. C+ IC EN FINGERS to any person except for the purpose for which it was tendered, nor any special features peculiar to this design be incorporated in other projects. city of Wheat Ridge DMSO I" STEEL PLATE F GRAD lop 0 B PIER EL 9'-6� 2'-6"0 PIER BY OTHERS 1'-2' 4-1.5'0 HOLES ANCHOR BOLTS STRENGTH NON 0 K GROUT a •I O PLATE PLAN �3 TIES O 6" O.C. FOR FIRST TIE AND 10" O.C. FOR REST. 12—#7 REBAR 3" CLR. TYPICAL AA=A 1 I MENU AWNING FOUNDATION SECTION BASE PLATE BY TOP OF GRADE T PIER 10 B PIER EL 4'-0 3Y BOLTS TIES O 6" O.C. FIRST TIE AND O.C. FOR REST. 4—/5 REBAR ,CAL A=A 4 SPEAKER SPEAKER POST FOUNDATION SECTION ,'-t'-0" BASE PLATE BY OTI TOP OF GRADE— I$ EL. 0'-0' SIGN BY OTHERS "0x30" ANCHOR BOLTS #3 TIES O 6" O.C. FOR FIRST TIE AND 10" O.C. FOR REST. 2 I MENU BOARD FOUNDATION SECTION 3/4'-1'-0" aI AA=A PRE—SELL BOARD BY OTHERS BASE PLATE BY OT TOP OF GRADE— PIER EL 0'_ 0" PIER ANCHOR BOLTS TIES O 6" O.C. FIRST TIE AND O.C. FOR REST. 6—g7 REBAR a LCLR. AA=A 3 I PRE—SELL BOARD FOUNDATION SECTION 3/4"-1'-0' �c Store: 38TH & WADSWORTH BLVD. WHEAT RIDGE, CO 80033 Restaurant #RC467 Profeuional of Recad: HEMANT MODI FAA DESIGN Architectural Solutions Group 7200 S ALTON WAY. SURE B-270 CENTENNIAL, CO 80016 Prototype: EXTENDED 4 ERD SCHEME Prototype Issue Date: 9.20.2018 Design Bulletin Updates: INLCUDED Date Nsued: Bulletin Number: NOV. 2018 1&2 FOR REVIEW ISSUED: # Bete Description 0 6.1.2019 CLIENT REVIEW 2 3 REVISIONS: 1 2 3 Sheet rue: FOUNDATION DETAILS Date: 07.15.2019 Project NRnber: RC151922.00 Drawn By: KAT Sheet Namber: SD1.4 O CD E U) CD 0 0 7 Z Z 3 0 CDN 0 CD � � 41O O o 0 CD CD Z D O 2. CD 0c Q 1♦ a C (DN -0 cr �D CD Z w 0 CD o Q ® cQ. 'I Cl) m :: o CD n „ n CA) (J) 0 ® NC _ Z m 00 cc„= Z MA O o o m -I 0 C Vi- y m 0 m n O �` O r« a CD - c 4o c O (1 n n p b y Q ra -0 C to (qb C cc Cr a c CD CD �� U m On`. y n Z O O 3 � CD U 0 3 m ) p ro „ m � (Dcr y p b C 0 Z D cCL CD CD iii cD oa 3 m ) p ro „ Z 00 n = cin D m o. m.. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office qINSPECTION NOTICE 3 PlySA Inspection Type: Job Address: Permit Number: / ❑ No one available for inspection: Ti .1m/PM Re -Inspection required: Ye No When corrections have been made, scfiedv for re -inspection online at. http✓/www.ci.wheatridge.co.unspe on C% risp to __ ® a n cn CD W O n n v' p m e. n 0 ® oCD � ® query N /^/ice✓ m FD L/ m m cD Cb CD o ® (D Q e � 70 CD m C ntb cn n ® 0 g Z o s 3 CD .Z n ri 0 m o cD s Z n :3 S c CD �, U) (D Z W n cn W o n Z00n= Ul =R1 ® oCD � ® query N /^/ice✓ m ® L/ m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office IN PECTION NOTICE Inspection Type: FI..3PcEoti. � Job Address: Permit Number: e 6 LlNo one available for inspection: Tim AM' M Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usltnspecton " _ e Da nsnectorr., 1* � 4 i CITY OF WHEAT RIDGE _A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE IK Inspection Type: /GI &1,&dr06 rAr Job Address: Permit Number: qc-l-i J No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hffpL1Avww. ci. wheatridge. co. uslinspection Date: Inspector. DO NOT REMO Vk THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSRECRONf:NOTICE Inspection Type: 4/0 Job Address: Permit Number: ❑ No one available for inspection—Time AM/PM Re -Inspection required: Yesr No When corrections have been made, schedule for re-irispe tion online at: http://www.ci.wheatridge.co.u-qfinspectipn �^r — C i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ❑ No one available for inspection: Timed AM/PM Re -Inspection required When corrections have been made, sc Wule for re -inspection online at. http✓/www.ci.wheatridge.co.usdnspegitio4 _ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F Job Address: -1 e (_ Permit Number: *01 6& ❑ No one available for inspection: Ti Re -Inspection required: Yes (-No.—) When corrections have been made dule for re -inspection online at. 1: http':O,www.ci. wheatridge.co. u�nspec DateF . zq. �. . c i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Type: Inspection T e: p Job Address: f' - Permit Number: : t Aj: ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yes o When corrections have been made schedule for re -inspection online at: .httpYlwww.ci.wheatridge.co.uslin ection Da: nspecto . CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /(--'7 SC -61'1 -yr" Job Address: Permit Number: va Ll No one available for inspection: Time 77-(_ 'lAM PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hffpYlwww. cL wheatridge.co. uslinspection Date:— 7- R'3- 3'(f-; Inspector: <-" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office N Inspection Type.5 Job Address: Permit Number: ,O'� 7107")M ( c rq ❑ No one available for inspection: Re -Inspection required: Ye When corrections have been h ftp✓/www. ci. wheatridge. co. u Date for re -inspection online at; i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ( )/(-, Job Address: Le Permit Number: ❑ No one available for inspection: Tim /PM Re -Inspection required: Yes No When corrections have been ma e, sch d 7 -inspection online at: http://www.ci.wheatridge.co.u�ns ectio Da�e'� Z Insp ct i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type::JC6 An!,-) Job Address:G`1 Permit Number: f? c L)No one available for inspection: Time c :' %' �M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge. co. usfinspection Date: 7- �3 (- t'u' Inspector: X'. -f,�)- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office I SPECTION NOTICE Inspection Type: C� Job Address: Permit Number:% ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Cpl D When corrections have been made, s fied�?(e for re -inspection online at: http://www.ci.wheatridge.co.usrnspe tion 909��._29p_ Inspe, or: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /� 3 Job Address: 36c.)'l t,,V/4o_s Permit Number: Tc"f ,I t. ;> J No one available for inspection: Time Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hffpL(Avww.ci. wheatridge.co.usVinspection Date:— Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -26-1!y CIZ sic; t M 7_ J No one available for inspection: Time 1/: / S 4OPM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: hffpYA,vww. ci, wheatridge. co. uetnspecti on Date:-acInspector:'.. DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 30-7 Job Address:-t� <. d�-c �z, r /%•%�a Permit Number: ?c.,+� ❑ No one available for inspection: Time (AOPM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http://www.ci, wheatridge. co, uslinspection Date: '7—/ _7 Inspector: /4;'� % F DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:��.t'. Job Address: QC Permit Number:C5 ���(= ❑ No one available for p' spB-ption: Re -Inspection require Ye No When corrections have been made, http//www.ci.wheatridge.co.uslinspgctio i Date: J5.2 n AM/PM for re -inspection online at. I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f �� Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes"IN6) When corrections have been madetscf.�eduli http✓/www.ci.wheatridge.co.uslinspectio Da�$ Ins 'p at. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:_- l 1 Job Address: �, "�` q P Permit Number: ❑ No one available for inspection: TimefA9/PM Re -Inspection required: Yes,(�o When corrections have been made_, schedule for re -inspection online at: httpYlwww.ci.wheatridge.co.usrn gecti ____ 1 Dates, . 1 �-26 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7360`j Permit Number: � C- / --I GGC er,.­ U No one available for inspection: Time b'.,36, Re -Inspection required: Y` ees No When corrections have been made, schedule for re -inspection online at: hffpYAvww. ci. wheatridge.co.uslinspection Date: 7, 1"'?. ;?,,- —inspector: Al. DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '317 '— Job Address: Permit Number: ❑ No one available for inspection: Time M Re -inspection required: Yes 'No When corrections have been made, schedule for re -inspection online at. hffpYAvww.ci. wheatridge.co, uslinspection Date:—' Inspect. DO.NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office Inspection Type Job Address Permit Number INSPECTION NOTICE ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made;T�trjn e-inspection online at: http✓/www.ci.wheatridge.co.ueinspT Date. �s et A i CITY OF WHEAT RIDGE' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �'66,q Permit Number: 27c-1 "I 1��, A 4f U No one available for inspection: Time AM/PM Re -Inspection required: (es No When corrections have been made, schedule for re -inspection online at: http:lAvww. ci. wheatridge.co. usfinspection Date: 7 - Inspector: DO NOT REMOVE THIS NOTICE July 1, 2020 Mr. Matthew Clark Embree Construction Group Inc 4747 Williams Drive Georgetown, TX 78633-2017 RE: Construction Materials Testing and Observations Raising Cane's Restaurant RC #467 3811 & Wadsworth Blvd, Wheat Ridge, CO 80033 Terracon Project No. 25201026 Dear Mr. Clark: 112-R/.9fil' # &11cl 5,�-q Irerracon Terracon Consultants, Inc. (Terracon) provided testing and observation services for the construction of a new single -story restaurant building for the above referenced project from 3/3/2020 to 6/17/2020. To the best of our knowledge and available information, the structural steel welded & bolted connections that were observed by Mr. Nathan Campbell, CWI with Terracon for the structural steel framing and brace frame are constructed in general accordance with the project plans, specifications, and approved RFI's by the Engineer Of Record provided to Terracon. We offer no opinion regarding materials not tested or observed by Terracon representatives. This letter is provided solely for the benefit for the above -listed and does not impact in any way the rights and obligations of third parties, including contractors and subcontractors who may have provided the materials and/or construction services tested or observed. Respectfully Submitted; Terracon Consultant9yp s 4�3,`�pAR.kc Co 70 F. Stewart Ward, P. O :5S <21 Senior Project Engines '_4101VALE� Tom Madrid Department Manager Terracon Consultants, Inc. 10625 W.1-70 Frontage Rd N, Ste 3 Wheat Ridge, Colorado 80033 P [303] 423-3300 F [303] 423-3353 www.teiracon.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - /xu Job Address: 3(_.,r,,:61 Permit Number: 2.i c S5 ❑ No one available for inspection: TimeM%PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usrnspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r4000or (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: h ffp✓/www. ci, wheatridge. co. uMnspection Date: '7 - ✓ Inspector: ,f,, , DO NOT REMOVE THIS NOTICE benesch June 18, 2020 City of Wheat Ridge Building Inspection Division 7500 W 29th Ave. CO 80033 Subject: Raising Cane's Restaurant RC467 — 3609 Wadsworth Blvd. Drag Strut Connection Benesch Project Number: 151922.00 To whom it may concern: PIRrry � �t QUI �j UR 066 Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, CO 80237 www.benesch.com P 303-771-6$68 F 303-741-6745 On Tuesday June 9, 2020 I visited the Subject property at the request of the General Contractor. We discussed the connection of the drag struts to the structure. Attached are alternative connections that I believe are acceptable and can be used interchangeably with the original details. If you have any question please contact me at we�p(c_,,benesch.com Thanks, William H. Epp, P.E., S.E. 25713 8 Project Manager y,{ pati p9_ aha le benesch June 26, 2020 City of Wheat Ridge Building Inspection Division 7500 W 29th Ave. CO 80033 Subject: Raising Cane's Restaurant RC467 — 3609 Wadsworth Blvd. Screen Wall Support Benesch Project Number: 151922.00 To whom it may concern: /J� ►sr ,tf � �, �j c,,� o6_- &-- M- 30 .</,a Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, CO 80237 www.benesch.com P 303-771-6868 F 303-741-6745 On Tuesday June 9, 2020 I visited the Subject property at the request of the General Contractor. While onsite, I observed the support of the rooftop screen wall from inside of the structure. In particular I observed that the support of the screen wall was in general conformance with the Detail #5 on sheet A8.40 of the Architectural plans for the building. I find that the Detail #5 on sheet A8.40 is an acceptable support for the screen wall and should replace the Detail #1 on sheet SD2.1. Sheet SD2.3 Detail #1 is replaced by Sheet A8.40 Detail #5 If you have any question please contact me at we12122benesch.com Thanks, f William H. Epp, P.E., S.E. Project Manager 25713 01 CITY OF WHEAT RIDGE' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: c9" U No one available for inspection: Time /'AM'MM Re -inspection required: Yes 9es No When corrections have been made-, schedule for re -inspection online at: hffpYAvww.ci.wheatridge.co.ueinsprection Date:— 7, .'- 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: 7 a'l ❑ No one available for inspection: Time M Re -inspection required- i4es) No When corrections have been made, schedule for re -inspection online at: http;lAvww.ci. wheatridge. co. uslinspection Inspector: /k•y DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3 r "7 /?1 - Job Address: Permit Number: 1-1 No one available for inspection: Time (AWPM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpLllwww. ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE QTY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 3c,l Inspection Type: lj�'f Job Address: Permit Number: Z' rj Z. ❑ No one available for inspection: Time AM/PM, Re -inspection required: �) No When corrections have been made, schedule for re -inspection online at: httpYA,vww. ci. wheatridge. co. us4nspection 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:..=fF"�, c', r ❑ 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:Uwww, ci. wheatridge.co. usrnspection Date: Inspector:; DO NOT REMOVE THIS NOTICE CITY'OF WHEAT RIDOE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -3c)l- Job Address: %ZX1 Permit Number: 'Z &�/ 11 c.., Z GG6 e, C U No one available for inspection: Time31�M M _,_�_71�1 A-0 Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at. http✓/www.ci. wheatridge. co. uslinspection Date:—C- - /6"' �76'1_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: Z6'/7 6 4 ❑ No one available for inspection: Time 'u`S ANIMM Re -Inspection required: (Y No,Srw� .. ._ When corrections have been made, schedule for re -inspection online at: httpYA,vww.ci. wheatridge.co.usrnspection h__ - Date: (f- jam._ . Inspector: 1_ DO NOT REMOVE THIS NOTICE i' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 3661,1, Permit Number: � Gy'/1T<:%' Cf' �.���i' �Is�/'°J.� t.1! :� ss'' /aC. .fN'so� <;✓'nir�+.�e"% �� •hit4r� ��, �G :e.G <S G, ..a ��.c�`s�%'? A3 ^r.>Ss3 �: i� /�!:.' ��' <') �.'f'/Rr-C �-z.• .� Vis" - !' F �..G�!" a -�•; w"�� —; J:. ❑ No one available for inspection: Timec>:6-6= AMjPM Re -Inspection required: fYesJ No When corrections have been made, schedule for re -inspection online at. h ttp J/www. ci. wh ea tridge. co. usrns pection Date:_c a -- - - Inspector: DO NOT REMOVE THIS NOTICE 0 benesch June 3, 2020 RE: Raising Canes, #467 Shear Wall #5 Split Bottom Plate TO Whom it may concern: IDWrl W �1J 6/-� 6 (;- 4 zl ye"', /,), Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, CO 80237 www.benesch.com P 303-771-6868 F 303-741-6745 At the Raising Canes #467 the bottom plate on shear wall #5 damaged. The contractor added blocking between the vertical studs for 6' and an additional 3' and increased the Titan Bolts size to a 7/8" x 8 1/2" to reinforce the plate. The additional blocking has stabilized the 6' length plus the 3' past the damage for a total of 9'. I believe the added blocking is sufficient at this location to repair the damaged bottom plate. Should you have any questions, comments or concerns please contact me. Sincerely, xo\na� William H. Epp, P.E.Project Manager lo 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: Tim ` IPM Re -Inspection required: YesNo *When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatriidge.co.usnspect' n pj e.Inspe F. �. DO NOT R OVE THIS NOTICE i CITY OF WHEAT RIDGE % Building Inspection Division f (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: r �L rfjl _ Sr ��-,�c..,. �.�;.-�,�2-�-�- ref'. rarz.,�•.,,�,-:;->><.- ,� rr` s ❑ No one available for inspection: Time ,� WPM s Re -Inspection required:i No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. uslInspection Date: Inspector: �, , /',, ®O NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time (apm Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpL,Ilwww. ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE A.41 . CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 %% ,/ 3/,5� 4,21 PL. Job Address: 3Gc'! dyyrrril /kb, - Permit Number: ?C11 CrZ c'C w. t ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usrnspection Date: Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '3"Z �v4�L. 511. zvv3 Job Address: Wcl 4z-'A10S kA�-�4 IS4 Permit Number: zc-'Cf 0z' C 6 s_ =t ❑ No one available for inspection: Time Z21:''SAP Re -Inspection required: i(Yes .' No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: 3- 3y- R0 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: aew?,rk /,3<-640, Permit Number: �C)l� op A Lj No one available for i Re -Inspection required: When corrections have been made, schei httpLllwww.ci. wheatridge.co.uslinspection Date:— - _<�' 7 - Inspector X-) J <'- 7- for re -inspection online at: A- ./In DO NOT REMOVE THIS NOTICE 5 - A Lj No one available for i Re -Inspection required: When corrections have been made, schei httpLllwww.ci. wheatridge.co.uslinspection Date:— - _<�' 7 - Inspector X-) J <'- 7- for re -inspection online at: A- ./In DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 464-!- Job Address: 36)41 ��✓r� cz,<r{i�_ /�?`,�; Permit Number: Olef G of /.�1' ccrYr�i✓ �� .�� !)lam?f',� ❑ No one available for inspec 'on: Time 2 i AIfPM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: http.IA4ww.ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 2-2 * � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0-2 30 3 11 Job Address: 36oq 36owwD ,woc7)-1 &G U,o Permit Number: 2,0 1 qG z0(( 10-71 SLA 6 oN ieQo r sI(_.,4T14w tr Alm- 126AP 14 0►r N4 'L-�. ❑ No one available for inspection: Time 1) : tDA /P Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: �? •I 7 Z02,sO Inspector: F!) DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 10'7- O 6 - Job Address: 6099 (AJC 03 WOR H Re -V% Permit Number: zo 1 410 Z 0 G(, ❑ No one available for inspection: Time M Re -Inspection required: Yes Q When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: 3 • f 6 .202-0 Inspector: P-1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:/1� Job Address: -( L&"3L—_.,51 ►�-CL> Permit Number: ( a Q5 Z5;7> ❑ No one available for inspecti��Tim"i ' /PM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.ushns ecti DO Insp cto . _ DO NOT RE ` E THIS NOTICE 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: to 3 - �. Job Address: 3 609WADSI 9 I tgLVb Permit Number: 00)9020(,a s p E NCL -0S u%E ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 234-593 ajDate: ` �' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: to 3 - �. Job Address: 3 609WADSI 9 I tgLVb Permit Number: 00)9020(,a s p E NCL -0S u%E ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 234-593 ajDate: ` �' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i ()�— AYP /J6 - Job Address: 9GQi BLVD Permit Number: 021q 020 I No one available for inspection: Time :�I�I/PM le -Inspection required' e No When corrections have been made, call for re -inspection at 303 -234 - )ate: -234-►ate: Inspector: DO NOT REMOVE THIS NOTICE 360� WAOSPJoe�i &U-0 RC 467 / WHEAT RIDGE, CO REQUEST FOR INFORMATION FORM RFI #: 3 Date: 02/19/20 To: Todd Woody PM Design From: Embree Construction Group Steve Neu — Project Manager Project #: RC 467 Project Name: Raising Cane's, Wheat Ridge, CO Drawing Ref: Sheet P1.2, SB1.0 Title of RFI: Clarify protection of underground waste lines from cold weather. Subiect: City inspector requires cold weather protection on underground slab waste lines that tie into exterior corral area. He requested a solution from engineer on either wrap insulation or heat tape method. Also waste lines shown ran in footings on Sheet P1.2, on back end of building require insulation wrap in between footing and foundation. Inspector will require approved written solution by engineer of record from response to RFI. Sug-gestion: After discussion with inspector, he will allow a 1" wrap insulation of sanitary line in corral area, and also waste lines in footing. Signed: Steve Neu — Project Manager — Embree Construction Group Response: Plumbing contractor shall apply code -approved 2" wrap insulation to the sanitary sewer line in the building footing area and 1" wrap insulation to the sanitary line in the corral area and any other affected sanitary piping sections as necessary to prevent freezing. VO E Signed: Michael Aitken, P.E. Copies: 0 Owner 11 Consultants 0 L Raising Cane's #467— Wheat Ridge, CO 1 0 File 3(:)()q (A)A-PSWr,�l R(AV 4 benesch February 27, 2020 City of Wheat Ridge Building Inspection Division 7500 W 29th Ave. CO 80033 Subject: Raising Cane's Restaurant RC467 — 3609 Wadsworth Blvd. Log Number: 2019 021 066 Benesch Project Number: 151922.00 AzolqooD�% Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, CO 80237 www.benesch.com 303-771-6868 303-741-6745 Regarding the RC467 Raising Cane's restaurant located at 3609 Wadsworth Blvd. in Wheat Ridge, CO, Benesch has addressed the following concerns: 1. The dining room thickened slab areas were cut square instead of at a 45 degree angle and will be poured solid using concrete instead of sloped earth sides. Response: This is an acceptable alternative to detail 4/SD 1.1 for the dining room thickened slab areas. 2. Can we wet stick the 4 unistrut under the DT windows with 11" of concrete in the stem wall/slab pour, or do we want to explore other options? Response: If the contractor is wet placing Unistrut into concrete at 11" deep minimum, he shall place a unistruts at each stud beneath the Drive True windows instead of one at 48" O.C. If you have any question please contact me at weppAbenesch.com Thanks, mom William H. Epp, P.E., S.E. Project Manager r,.DO Uqk p�\NM M`` F V ; 3�v F•pA, � 25713 .09%02/27/2020, o��ss�ONAI E��� 4 benesch February 27, 2020 City of Wheat Ridge Building Inspection Division 7500 W 29th Ave. CO 80033 Subject: Raising Cane's Restaurant RC467 — 3609 Wadsworth Blvd. Log Number: 2019 021 066 Benesch Project Number: 151922.00 36Uy k/Aos IV64Z 4 0321/0,, pz,cr-2t 1r zvlq UZ v�6 k,1 -n. 3 -1 -ZD Alfred Benesch & Company 7979 E. Tufts Avenue, Suite 800 Denver, CO 80237 www.benesch.com 1'303-771-6868 i 303-741-6745 Regarding the RC467 Raising Cane's restaurant located at 3609 Wadsworth Blvd. in Wheat Ridge, CO, Benesch has addressed the following concerns: 1. The dining room thickened slab areas were cut square instead of at a 45 degree angle and will be poured solid using concrete instead of sloped earth sides. Response: This is an acceptable alternative to detail 4/SD1.1 for the dining room thickened slab areas. 2. Can we wet stick the 4 unistrut under the DT windows with 11" of concrete in the stem wall/slab pour, or do we want to explore other options? Response: If the contractor is wet placing Unistrut into concrete at 11" deep minimum, he shall place a unistruts at each stud beneath the Drive True windows instead of one at 48" O.C. If you have any question please contact me at wepp(a�benesch.com Thanks, i William H. Epp, P.E., S.E. Project Manager o�pp0 LIC,& 25713 "off ;02/27/2020; REINFORCING STEEL OBSERVATIONS REPORT 1 rrarrmcon 3 -y- ZCJ Report Number: 25201026.0030 Service Date: 02/28/20 10625 W I70 Frontage Rd N Ste 3 Report Date: 03/03/20 Wheat Ridge, CO 80033-1729 Task: Reinforcing Steel Observation 303-423-3300 Client Project Embree Construction Group Inc Raising Cane's Restaurant RC #467 Attn: Matthew Clark 38TH & WADSWORTH BLVD 4747 Williams Dr WHEAT RIDGE, CO 80033 Georgetown, TX 78633-2017 Project Number: 25201026 SERVICES REQUESTED BY: Ed Jersik OBSERVATION LOCATION(S): Slab on grade OBSERVATION ITEMS: Reinforcing Steel Meets Specification: Yes Corner Bars Meets Specification: Yes Stirrups / Ties Meets Specification: N/A Dowel Bars Meets Specification: N/A Length of Bar Splices Meets Specification: Yes Bar Clearance Meets Specification: Yes Bar Supports: Chairs Bars Clean: Yes Size of Member(s) Meets Specification: Yes Anchor Bolts: N/A Embeds Observed: N/A Bearing Soils Were Tested or Observed: Yes Void Form Installed per Specifications: N/A Lifer Connection Observed: Yes OBSERVATION RESULTS: Based on our observations, the reinforcing steel placement at the above -referenced locations is in general accordance with the identified project drawings. REFERENCED DRAWINGS: EXCEPTIONS: None COMMENTS: None Services: Reinforcing Steel Observation Terracon Rep.: Prashan Dharmarthna Reported To: Edward Jerzyk with Embree Construction Contractor: Report Distribution: (1) Embree Construction Group Inc, Ed Jerzyk (1) Embree Construction Group Inc, Steve Neu Reviewed By: INima41atif ger The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 6-30-11, Rev.9 Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /G -Y Job Address: 3 01 Permit Number: 2c.t--i <.c� $.1/3.r_-�... �s�a%��,•'f�fi«,�, �"rl. !/,d- �1</Lt�T/.�i. iiU�S /-ems 131-.�/1 /Qf(i/L'v✓L-�� .017./;? /J/'J':T'Gc.'1�� /,.'i � /..11i� J ���i ❑ No one available for inspection: Time -3:3,9 A Re -Inspection required: Yes 90) When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /"� - 1612. Job Address: 364-11 Permit Number: �G/Fr LI 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: `� -- 3- Z u Inspector: ` , . DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: !(.z Job Address: Permit Number: ❑ No one available for inspection: Time ' ' AM(PIVl.�' 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 was(X6�1 6,cuo, 4301 1� Z,0 &,,� REINFORCING STEEL OBSERVATIONS REPORT rrarmiry n Report Number: 25201026.0030 Service Date: 02/28/20 10625 W I70 Frontage Rd N Ste 3 Report Date: 03/03/20 Wheat Ridge, CO 80033-1729 Task: Reinforcing Steel Observation 303-423-3300 Client Project Embree Construction Group Inc Raising Cane's Restaurant RC #467 Attn: Matthew Clark 38TH & WADSWORTH BLVD 4747 Williams Dr WHEAT RIDGE, CO 80033 Georgetown, TX 78633-2017 Project Number: 25201026 SERVICES REQUESTED BY: Ed Jersik OBSERVATION LOCATION(S): Slab on grade OBSERVATION ITEMS: Reinforcing Steel Meets Specification: Yes Corner Bars Meets Specification: Yes Stirrups / Ties Meets Specification: N/A Dowel Bars Meets Specification: N/A Length of Bar Splices Meets Specification: Yes Bar Clearance Meets Specification: Yes Bar Supports: Chairs Bars Clean: Yes Size of Member(s) Meets Specification: Yes Anchor Bolts: N/A Embeds Observed: N/A Bearing Soils Were Tested or Observed: Yes Void Form Installed per Specifications: N/A Ufer Connection Observed: Yes OBSERVATION RESULTS: Based on our observations, the reinforcing steel placement at the above -referenced locations is in general accordance with the identified project drawings. REFERENCED DRAWINGS: EXCEPTIONS: None COMMENTS: None Services: Reinforcing Steel Observation Terracon Rep.: Prashan Dharmarthna Reported To: Edward Jerzyk with Embree Construction Contractor: Report Distribution: (I) Embree Construction Group Inc, Ed Jerzyk (1) Embree Construction Group Inc, Steve Neu Reviewed By: city of Wheat Ridge Nirra I ►ttfi /ti;�' ,ager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 6-30-11, Rev 9 Page 1 of 1 C:oz SURVEYING, INC. February 28, 2020 Raising Canes Restaurant 3609 Wadsworth Blvd Wheat Ridge, CO 80033 Re: Foundation Form Location 1, Neil W. Parker, a duly licensed surveyor in the State of Colorado, hereby state the following: A survey of the foundation wall forms for the proposed Raising Canes Restaurant located on the above referenced property was performed under my responsible charge on February 27, 2020. The result of this survey showed the locations of foundation walls are consistent with the project design. Note: Not all of the wall forms could be located due to concrete curing blankets. CMB Surveying, Inc. P.O. Box 1071 Parker, CO 80134 303-840-9421 Neil W. Parker, PLS Colorado Professional Licensed Surveyor #38347 CNIB Suneying. Inc. P.O. Box 1071 Parker, CO 80134 Offiee — 303-840-9421 Fax — 303-840-6604 embsurveging a;gmail.com City of W heat t CAMMUNiTY DEVELOPMENT 2611 41 - c"2 - Oc.0 FOR OFFICE USE ONLY Apprmed h\ /C. Inspector Date ( it\ ol'Wheat Ridge Municipal Building 7500 ". 29"' Ace. Wheat Ridge. CO 80033-5001 P: 303.235.2546 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: b3%2Azozo PERMIT# 2y 19 02.0(0(0 ADDRESS: 3609 WadswOr-k,� 9 (ud LOT , BLOCK , T�e �orAer-S ri IInat )U0, SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated belov< 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: �� .Ci /(,W� REAR: -7.6SIDE: �2-•7 �� SIDE: The foundation corner ELEVATIONS (NAVD88) have been deter/mined to be: FRONT: G.I � CW�REAR '(E) SIDE:!N50• � �CN�SIDE: All measurements have been determined on the following location: (Check only one): V Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and eVYation measurements are included on the attached Construction Control Plan. Signed Protessional Surveyor Print AJe+Pa,-ko- Date 43 Z02.0 w%--A%cbAheatridge.co.us Rev 1112018 ) — A5 gu t,T o ,;11, a o F-LEVA-10NS "CORD&o o N o r f � PRIVATE DRIVE r-31 i� W 11jOQ (011-4 KEYNOTELEGEND amaow 2(coq 7/z-- p - N141 / Oi ENS1N0 CONTRLtt SDCNALA ANU .YIPS N REMAN ORAPPC � NlLR' QE PRDPOB® S'-iH' CONCRETE OIPAINAG( quit, 3 p M-woscD Comosm sTDERYR 0 mmw MASH / RECTTLAO ENCLOSURE BITER TD AROH © PROPDSD WTpOOR SEATING LDCATRN ❑T EAS1N6 UPHT POE TO KNMH © PROPOSED ACCESSIBLE CURB IMPS SEE MI- SHEET U 2 ®PROPOSED FIRE RTDRANT AFTER TO UTARTY PENIS FOR DETAILS 1® PROPOSED ABA PAWOIC STALLS ® PROPOSED LANDSCAPE AREA p EASING MEZ TO TEEMN ® PPR'O OSED STANDARD WTY ASPHALT P- AREA PER PROPOSED CIMS AND W" (EP•R CURB AS 910 M ON © LEGEND) WE DETAIL DEET CAA ® PMCIPOYD MAVY WTT cmcwTt PAMIC NEA PER PLAN © PROPOSED SITE UPITPG (REf ARCH PLAHS FOR DETAILS) PROPOSED .ILEO STOP. SEE DETAIL SHEET Ct S ® PROPOSED 'DO NOT EMTEM' STRING d CLMtO =D D-ECBONA PROF s"P A, WE CETK SHEET E®M PROPOSD 00.LAD SEC OC TNI. SHNET C61 ® PROPOSED TICKLE PMIUM SEE MINI, 94(CT C6.2 ® PROPOSED ADA PARKING SOI SEE DETAIL SHEET CR ) F**V D MEND/0QUER90 SOME (REF MM RMS FOR ® DETAILS) ®PROPOSED PRT OPAR ROARD (RET. MOI PEAKS FOR DETAILS) PROPOSED HE6HT CLLMNICE RAR (REF MCH PLANS FOR ® DETAILS) ® PROPOSED ADA RAW. SEE MSET ON PAGE CA D ® PROPOSED TRANSORBEA LOCATION PROPOSED BLACK CONCRETE PAMAENT AREA PER PLAN ® (COLOR MEOW TO ma) ® PROPOSED . CONCRETE GUTTER PAN T� Oma. yR�y 1 • • 347 : rr BA • O q L•L RIND SJQ NOTES HWA hNOUDH CONCRETE TO DC STMED SUCH. T SFE CONSTRUCTION DETM.S AND CEOTEOMCA: REPOR: FOP PASDIENT SECTIONS .S CONTRACTOR TO FIELD WWII DEL'%MD CO MON O OUNPSTER PAD AND AN)MY ENO VEER/OMYER p ANT D"CMC,I s SITE DATA IDT AREA 66.101 SR BUILDING AREA3290 ST LANDSCAPING MEA KIN", SF (2519 PARING REOJ S! P I,DCD w InMANSFORNER BOF d PAD �STAPDARD DUTY � O DUTY' PAINING ASPNAtT SPACES P,R,mHG COKRET[ SDCMLR MAW WTI CONCF[T LANDSCAPED AREA l ®BLACK CONCRETE PAI.ENtN+� (COLOR NTEORAL TO UI — — — — Ps", UAE —� — •.� — ACCESS&f ADA ROUTE SPILL CURB — — — — — — — SETBACR LEE a—_ P � Z � r .• .rte ❑ El • D A. RW D- 11jOQ (011-4 KEYNOTELEGEND amaow 2(coq 7/z-- p - N141 / Oi ENS1N0 CONTRLtt SDCNALA ANU .YIPS N REMAN ORAPPC � NlLR' QE PRDPOB® S'-iH' CONCRETE OIPAINAG( quit, 3 p M-woscD Comosm sTDERYR 0 mmw MASH / RECTTLAO ENCLOSURE BITER TD AROH © PROPDSD WTpOOR SEATING LDCATRN ❑T EAS1N6 UPHT POE TO KNMH © PROPOSED ACCESSIBLE CURB IMPS SEE MI- SHEET U 2 ®PROPOSED FIRE RTDRANT AFTER TO UTARTY PENIS FOR DETAILS 1® PROPOSED ABA PAWOIC STALLS ® PROPOSED LANDSCAPE AREA p EASING MEZ TO TEEMN ® PPR'O OSED STANDARD WTY ASPHALT P- AREA PER PROPOSED CIMS AND W" (EP•R CURB AS 910 M ON © LEGEND) WE DETAIL DEET CAA ® PMCIPOYD MAVY WTT cmcwTt PAMIC NEA PER PLAN © PROPOSED SITE UPITPG (REf ARCH PLAHS FOR DETAILS) PROPOSED .ILEO STOP. SEE DETAIL SHEET Ct S ® PROPOSED 'DO NOT EMTEM' STRING d CLMtO =D D-ECBONA PROF s"P A, WE CETK SHEET E®M PROPOSD 00.LAD SEC OC TNI. SHNET C61 ® PROPOSED TICKLE PMIUM SEE MINI, 94(CT C6.2 ® PROPOSED ADA PARKING SOI SEE DETAIL SHEET CR ) F**V D MEND/0QUER90 SOME (REF MM RMS FOR ® DETAILS) ®PROPOSED PRT OPAR ROARD (RET. MOI PEAKS FOR DETAILS) PROPOSED HE6HT CLLMNICE RAR (REF MCH PLANS FOR ® DETAILS) ® PROPOSED ADA RAW. SEE MSET ON PAGE CA D ® PROPOSED TRANSORBEA LOCATION PROPOSED BLACK CONCRETE PAMAENT AREA PER PLAN ® (COLOR MEOW TO ma) ® PROPOSED . CONCRETE GUTTER PAN T� Oma. yR�y 1 • • 347 : rr BA • O q L•L RIND SJQ NOTES HWA hNOUDH CONCRETE TO DC STMED SUCH. T SFE CONSTRUCTION DETM.S AND CEOTEOMCA: REPOR: FOP PASDIENT SECTIONS .S CONTRACTOR TO FIELD WWII DEL'%MD CO MON O OUNPSTER PAD AND AN)MY ENO VEER/OMYER p ANT D"CMC,I s SITE DATA IDT AREA 66.101 SR BUILDING AREA3290 ST LANDSCAPING MEA KIN", SF (2519 PARING REOJ S! P I,DCD w InMANSFORNER BOF d PAD �STAPDARD DUTY � O DUTY' PAINING ASPNAtT SPACES P,R,mHG COKRET[ SDCMLR MAW WTI CONCF[T LANDSCAPED AREA l ®BLACK CONCRETE PAI.ENtN+� (COLOR NTEORAL TO UI — — — — Ps", UAE —� — •.� — ACCESS&f ADA ROUTE SPILL CURB — — — — — — — SETBACR LEE INSET A 3609 WADSWORTH Bl WHEAT RIDGE. CO BOC SITE KM "'�'I'wP RPHswD +aFF 0 C2.1 a—_ INSET A 3609 WADSWORTH Bl WHEAT RIDGE. CO BOC SITE KM "'�'I'wP RPHswD +aFF 0 C2.1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Com.-► `.. Permit Number: FL ❑ No one available for inspecti Re -Inspection required: Ye When corrections have been made, schglule for re -inspection online at: http //www.ci.wheatridge.co.uslinspection �^ .•-----�- 1 Da �' `� nsaecto"' � `F A__ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' Job Address: Vb Permit Number:�� q 6 91,407,42M Mc ❑ No one available for inspection: Time rAV/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. uslinspection Date: Z0Zk) Inspector: PCZWJM ))JAY-je, DO NOT REMOVE THIS NOTICE 1-3 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /2; _W 1 lX.L 2nle,"//617 .s/1ren Gam!? Job Address: 36Q9 &1425 (t lrwi-,.1 atn) Permit Number: 'ZO/I Cbz C�56 ❑ No one available for inspection: Time AM/PM Re -Inspection required: ;�Ye�s,1 No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge. co. ussfinspection Date: 2 ~ Fr, - ZQ Inspector: A" DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE rpt' 6,Arrk 414L` einaz�Gncn✓n� Inspection Type: 10S Srxm 6> A41- 2 R_-4ff/ /07 9W3 vn a401 Job Address: 3601 Lr.✓Ans t ,saew 13yun. Permit Number: '2cid n2 QK6 /G''1': /✓fie,, e�"t.;1 ��/? Vii, [�7 ", -'6�Ca� �I1�.e! �t:S/�L-" ePdA'�.G'l'7 i� �i %s .✓� 'r'. .lGt.i i�i''rr�! f.'.."� �if/1_�.%'i� � t;: r��E ' l f, (✓i'> �?!• !`f'['yl 7"r� < /°��l s':' i:�i :il..:i��` _. -' �(' J"; / i �'? % SG> s / �t%•i G r % 11T e�."oe"Z >'at" •'w ,� �r�d: t ? '',rl1� s1 rr.' /•, !2.-� !i !s'., .-0'•, s/�!"_-�. 9?r`i<n t,!ii'a ❑ No one available for inspection: Time/? ,"� %f A ' Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYA,vww. ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 205 Job Address: , Permit Number: c,,c,6L- J No one available for inspection: Time A�PM) Re -Inspection required: Yes CNNo/ When corrections have been made, schedule for re -inspection online at: httpYAvww.ci. wheatridge.co. usrinspection '--'7 "/ - _ Date:—, Inspector: DO NOT REMOVE THIS NOTICE 4' �i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: {` p ❑ No one available for inspection: Ti'me- 1�4�PM Re -Inspection required: Yes 5le/ When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co.us1nspecti Daf 7nL Z, spetor- -.- DO NOT REIV &E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �� (C'p•-� �-, ❑ No one available for inspection: Time WPM Re -Inspection required: Yes __-� When corrections have been made, schedule for re -inspection online at: http//ww/w ci.wheatridge.co.unspection lnspecto . ( _ -3609 w4cp vl)o,�] &>v . # 2bJ q a2DC6 REINFORCING STEEL OBSERVATIONS REPORT Irerracon Report Number: 25201026.0017 Service Date: 02/14/20 10625 W 170 Frontage Rd N Ste 3 Report Date: 02/14/20 Wheat Ridge, CO 80033-1729 303-423-3300 Client Project Embree Construction Group Inc Raising Cane's Restaurant RC #467 Attn: Matthew Clark 38TH & WADSWORTH BLVD 4747 Williams Dr WHEAT RIDGE, CO 80033 Georgetown, TX 78633-2017 Project Number: 25201026 SERVICES REQUESTED BY: Edward Jerzyk with Embree Construction Group OBSERVATION LOCATION(S): Bldg. Footing OBSERVATION ITEMS: Reinforcing Steel Meets Specification: Yes Corner Bars Meets Specification: Yes Stirrups / Ties Meets Specification: Yes Dowel Bars Meets Specification: Yes Length of Bar Splices Meets Specification: Yes Bar Clearance Meets Specification: Yes Bar Supports: Dobies Bars Clean: Yes Size of Member(s) Meets Specification: Yes OBSERVATION RESULTS: Based on our observations, the reinforcing steel placement at the above -referenced locations is/are in general accordance with the identified project drawings. REFERENCED DRAWINGS: SD1.1 EXCEPTIONS: None COMMENTS: Dowels will be wet stabbed Services: Reinforcing Steel Observation Terracon Rep.: Luis Calderon Cuellar Reported To: Edward Jerzyk with Embree Construction Contractor: Report Distribution: (1) Embree Construction Group Inc, Ed Jerzyk (1) Embree Construction Group Inc, Steve Neu %W hear R/age Reviewed By: N, ", ufvisoo Nirra i ati - r The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client 6 indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 6-30-11, Rev 9 Page 1 of 1 360 wAosw0471-� CLO .tf 2-0 [ q azcc-t-) Report umN r: 25201026.0013 T RPORT Irerracon Service Date: 02/13/20 10625 W 170 Frontage Rd N Ste 3 Report Date: 02/14/20 Wheat Ridge, CO 80033-1729 Task: 303-423-3300 Client Embree Construction Group Inc Attn: Matthew Clark 4747 Williams Dr Georgetown, TX 78633-2017 Material Information Mat. Proctor No. Ref. No. 1 25201026.0005 Field Test Data Project Raising Cane's Restaurant RC #467 38TH & WADSWORTH BLVD WHEAT RIDGE, CO 80033 Project Number: 25201026 Lab Test Data Project Requirements Optimum Water Max. Lab Water Laboratory Content Density Content Compaction Classification and Description Test Method (%) (pcf) (%) (%) SC, Light Brown Clayey Sand ASTM D698 14.5 113.0 (A-6) Test No. Test Location Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) Building pad footings See plan 4'BG See plan 4'BG See plan 4'BG 128.8 17.6 15.8 111.2 98 127.1 17.1 15.5 110.0 97 126.4 17.5 16.1 108.9 96 Datum: BG=Below Grade Std. Cut. M:733 Std. Cut. D: 2037 S/N: 39011 Make: Troxler Model: 3430 Last Cal. Date: 11/05/2019 Comments: Services: Field Density Testing Terracon Rep.: Hussien Bagherpour Reported To: Edward Jerzyk with Embree Construction Group Contractor: Report Distribution: (1) Embree Construction Group Inc, Ed Jerzyk (1) Embree Construction Group Inc, Steve Neu 1 Reviewed By: f 1 NiIna LI ifi C-9'#`plicable y of Test Methods: ASTM D6938 t Ridge The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for thelient indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 1 21AJ1?Az0 14 36(yll W,4oscr Bwo #7-016� dzo�o E r r 9i� } � °lit ."".,� P. �. }� r' "�. r ,.. .. ,+�,. :fir-_ J •. � � t� � r�-. a' �� ........ �� r''s ., ��14 Y•.1 v�17�� Y� i�.jy1.. i� d f $ +.i�y+_.Yi :+G� �."'4}..�.-,fi•.. ;'�'Sy :`i f =.•' ..�,✓' R f�� �.er .1: . -. S �: r f ,. •r•, �F�.,+h'�. e f 1. rR t � e.r a �,.r- r dpi r T Z r— C O u -W « Z K N m c LL O O O 00o p U Rj G 3 O v � L 3 m N O M m O� o O N .. a E 5 a L m m N = c M N o s O c z m � n o 1 r « u a, in rr v H O in m. c � vv 1I m O O N � Buii r K � :3 !p � V a 3 c � a tY M 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type;__ Job Address: Permit Number: I- _ ❑ No one available for inspection: M/ M Re -Inspection required: Yes When corrections have been made, schedule for rinspestiq� online at: http://www.ci. wheatridge.co. u�nspection,, 0 Dat- Inspect �, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i O '� — F(D 07 N Job Address: 3G0!9 (A)A b� (A)09 --M ►S�lw. Permit Number: 10 1 0 L O lJI ) 00 JK ro AJ C)( -r C)(-rI N cT, otj ❑ No one available for inspection: Time 12:00 Re -Inspection required: YesN When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ueinspection Date: 12,0E Inspector: fit,► - �/t�,a. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 201-1 /M.1-1 f3M6 �n ;� inn 7r7f Job Address: Xol u.dns L4,c, rzl _Wu90% Permit Number: v/y pz 9z �' ., • =Ale TINIZA ,001VI/ TCST 4»P 6A 264-6'K ❑ No one available for inspection: Time %'c--Ic) CAVIDIVI Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslnspection Date: ?--/S7- -20 Inspector: A'. 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Review Fee 1,200.00 ** TOTAL ** 49,521.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing 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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. 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. Site signage will require separate permits. **SIGNAGE MUST BE IN COMPLIANCE WITH APPROVED MASTER SIGN PLAN** 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. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as partes 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 Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra ting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any agplmyable code or gra 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. I FOR OFFICE USE ONLY I City of Date: W�����/ heat j�i+dge 1/1 COMMUNITY DEVELOPMENT Plan/Permit# Building & Inspection Services �60g U& 6 7500 W. 29' Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929S� Inspection Line: 303-234-5933 Email: permits(c)_ci.wheatridge.co.us Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3609 Wadsworth Blvd. Wheat Ridge, CO 80033 Property Owner (please print): Quadrant Wheat Ridge Corners, LLC Phone: 303.807.5771 Property Owner Email: bturner@quandrantcolorado.com Tenant Name (Commercial Projects Only) Raising Cane's Chicken Fingers Property Owner Mailing Address: (if different than property address) Address: 981 Southpark Drive City, State, Zip: Littleton, CO 80120 Arch itect/Enaineer: PM Design Group, Inc., Todd Woody Architect/Engineer E-mail: twoody@pmdginc.com Contractor Name: T.B.D. City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Todd Woody CONTACT EMAIL(p/ease print): twoody@pmdginc.com Phone: 303.731.3764 Phone: hone: 303.731.3764 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. xICOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. We are proposing to build a new single story 3,290 sq.ft. Raising Cane's Chicken Fingers restaurant with double drive-thru service and a covered canopy on an exisfin 56,000+/- sq.ft. lot; which is currently vacant with existing vegetation.. The zoning for this location is MU --C (Mixed Use Commercial. This site falls in the "Traditional overlay area. The drive thru restaurant is allowed as a Conditional Use. The exterior materials will be brick and stucco with metal accents. Use of clear glazing and spandrel glass in areas. The overall height of the buildinq be 20'-0" max. Sq. Ft./LF 3,316 sf BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: A-2 Construction Type: VB Occupancy Load: 120 Square Footage: 3,316 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 1,600,000.00 ONN'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (OWNER) (CONTRACTOR) Signature (first and last name): En Printed Name: Todd Woody ZONING COMMMENTS� Reviewer: BUILDING DEPA MEN COMM NTS: t �/� /► Reviewer. / A % I 1 It� PUBLIC WORKS COMMENTS: /I / �` /�/DQ �/V/iG� � 77���-7/- _-7r� f jfGc7Pit'/V�l� B y �•�-aP S�,evEy ore Reviewe : flL�f!-W�.JG- TD S �r'Py l Gl7: Iq A--6?� SI,�FZc_ B� Building Division Valuation: 1 1 60010W 2E2pv .zEl) i?r-.. Z> 4 is DEPARTMENT USE ONLY DATE: 9.26.19 OCCUPANCY CLASSIFICATION:_ CONSTRUCTION TYPE: 6 F c. 45 City of W heat 1idge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: t t /DB�ZO/4 Location of Construction: 3(D!J (�%q 2S5'Wo,¢.�!-1 ,$�,ya , Purpose of Construction: G0,.1AY&?ec1,4Z. �Es7.4v.2.4wJ`r— Single Family Commercial llcf/ Multi -Family Development Review Processing Fee: ................................................ $100.00 $ lDD• D D (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: Fees include reviews of the 151 and 2nd submittals • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ (000 00 • Traffic Impact Study Review Fee: .................................................... $600.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ ZOO. Cb • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ • Construction Control Plan................................................................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3' submittal ('/z initial review fee) :.................................................... $300.00 $ 360- 450 4t1' submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 1,2&O -Cho PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 05/19 �/ City of COMMERCIAL/MULTI-FAMILY J PUBLIC ` WOR S j�ic e B UILDING PERMIT APPLICA TION RE VIEW Date: Location: 3 !o D Cl 1. *;b.S Asb r" ,84 va ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a CO ~fZXC,I.t� RE57;f VA4w& 7 located at the above referenced address. Please note the comments checked below. 1. ✓ Site Survey: ✓ OK — Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required Yes .8 b. Drainage Letter and Plan required Yes off, it /V twc. Site drainage/grading have been reviewed and are: #,—OK 3. CDPS Permit & SWMP Approved: Yes ✓ No 4. Public Improvements to be completed: a. street paving/patching: Yes ✓ No b. curb & gutter/drivecut: Yes v No C. sidewalk: Yes L.- No d. standard street lights: Yes JL No e. pedestrian lights: Yes -V No f. storm sewer: Yes ✓' No g. Letter of Credit (LOC) required: Yes t/ No h. Funds in lieu of construction: Yes t-- No No _ No Not OK; see stipulations _ N/A If an LOC or funds in lieu of are required, for what improvements? Jviig Amount of the LOC or funds: $ 141A 5. ✓ SIA/PIA required: Yes ,-No 6. ✓ Traffic impact analysis required & approved: Yes ✓ No 7. i/ Street Access Permit required: Yes _4�- No If yes, was it approved by the Director of Public Works? deg 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required: ,t21 If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Perrm�' pplication, subject to the stated or attached stipulations. J...+ I L p a/zol' Signature David F. Brossman, P.L.S. Date 10.0 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. Stipulations: 12. NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 062013 City (-)l, W hcat icigc I'UIILIC W0ItKS City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 40S / ADDRESS: 3409 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us Rev 2/08 A4 V, City of `� Wheat -Midge PUBLIC WORKS Memorandum TO: Scott Cutler, Planning Technician FROM: Dave Brossman, Development Review Engineer DATE: August 19, 2019 SUBJECT: WSP-19-04 & CUP -19-01 / Cervenak (Raising Cane), 3609 Wadsworth Blvd. I have completed my 3rd review for a request for approval of a site plan to build a fast food restaurant on a 1.52 -acre site located at 3609 Wadsworth Boulevard (Case No. WSP-19-04 & CUP -19-01) received on August 2, 2019, and I have the following comments: Drainage Conformance Letter: 1. All previous comments have been addressed; the Drainage Conformance Letter is hereby approved. Site Plan: 1. All previous comments have been addressed; the Site Plan is hereby approved by PW. Construction Documents: 1. All previous comments have been addressed; the Civil Construction Plans are hereby approved. Please be aware of the following items regarding the construction of the project: CDPS Permit & Stormwater Management Plan: This site in general is a part of a greater development greater than one acre in size and the area of disturbance caused by this project will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). Raising Cane — 3609 Wadsworth Boulevard _Review-3.Approval.ltr.docx Public Works Engineering August 19, 2019 Page 2 It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. i. City: Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan (if applicable), Construction Control Plan and easement or ROW dedications. ii. CDOT: Any proposed work within Wadsworth will also require a ROW Construction Permit from the CO Dept. of Transportation. b. Licensing. All work within the City Right -of -Way shall only be performed by a municipally -licensed contractor. 3. Public Improvement Restoration/Debris Tracking: It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements along Wadsworth Blvd., W. 35th Avenue, or W. 38th Avenue as a direct result of related construction traffic. Also, the contractor will be responsible for maintaining all affected roadways on a regular basis such that they remain free of construction debris and tracking from construction traffic accessing the site. 4. Drainage Certification/ As -Built Plans/ SMA and O & M Plan: Please note the following items required prior to the issuance of the first Certificate of Occupancy for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the Certificate of Occupancy. The "As -Built" Plans as required by the Municipal Code of Laws are to be submitted as one (1) file in PDF format (of the signed & sealed sheets). Raising Cane — 3609 Wadsworth Boulevard _Review-3.Approval.ltr.docx Public Works Engineering August 19, 2019 Page 3 5. Materials Testing for any Construction within the Public Right -of -Way: It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub -grade compaction and other related material tests for any improvements to be constructed within the public Right -of -Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) Raising Cane — 3609 Wadsworth Boulevard—Review-3.ApprovaLltr.doex Public Works Engineering August 19, 2019 Page 4 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture -density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Raising Cane — 3609 Wadsworth Boulevard _Review-3.Approval.ltr.docx Public Works Engineering August 19, 2019 Page 5 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture -Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6 -inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, T209 place density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Raising Cane — 3609 Wadsworth Boulevard—Review-3.Approval.ltr.docx Kimley»>Horn To: Scott Cutler, Planner II, City of Wheat Ridge From: Bryce Christensen, P.E. Kimley-Hom and Associates, Inc. Date: June 11, 2019 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: jZI DRAINAGE 0 SIDEWALK 0 CURB & GUTTER 0 STREET J6 MISCELLANEOUS 0 PLAT COMMENT Water Quality / Drainage Conformance Letter xl ,,�44 4-11y� 08/19/2019 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS Subject: Raising Cane's — Wheat Ridge, Drainage Conformance Letter General Location and Description Kimley-Horn and Associates Inc. has prepared a drainage conformance letter for the Raising Cane's Wheat Ridge Project. The Project Site is a portion of the Wheat Ridge Corners Subdivision (Section 26, Township 3 South, Range 69 West of the 6th PM). This 1.52 -acre lot is comprised of a vacant lot at the corner of 38th and Wadsworth. Regarding our site, we are bound by the Wheat Ridge Corners commercial development to the South, West, and North, and Wadsworth Blvd to the East. This letter summarizes the existing and proposed drainage conditions for the subject tract and demonstrates compliance with the Final Drainage Report for Corners at Wheat Ridge prepared by Point Consulting, LLC on September 29, 2017 (herein the Overall Drainage Report). The Project Site is located within Subbasins A4 and 131 of the Overall Drainage Report. The Overall Drainage Report proposes to split our Project Site so that basin A4 flows north and basin 61 flows south. Sub Basin A4 most closely relates to proposed sub -basin 5 in the Raising Cane's Development and is conveyed underground to a Stormtech Chamber system which is routed through existing infrastructure along 38th Avenue, ultimately outfalling to the existing Detention/Wetlands Pond in basin B19 as shown in the overall drainage report. Sub Basin 131 most closely relates to sub -basins 10 & 15 in the Raising Cane's Development and is conveyed underground through existing infrastructure to eventually outfall to the existing DetentionMetlands Pond in basin B19 as shown in the overall drainage report. Flows within these basins are then conveyed through an underground storm drainage system and overland flows, eventually outfalling to the Clear Creek major drainage channel and ultimately the South Platte River. Runoff Coefficients for Subbasins A4 and B1 from the Overall Drainage Report were proposed to be C5=0.82 and C,00=0.89 for both basins. The proposed Raising Cane's Development has a weighted imperviousness of 64.10% and calculated runoff coefficients of C5=0.56 and C,00=0.75 for the combined average of all the proposed sub -basins (5, 10, & 15), conforming to and improving upon the proposed conditions described in the Overall Drainage Report. The design will include a private storm sewer system connecting into the existing public storm sewer. The inlets and storm sewer will be designed to convey the 100 -year storm with 12" or less of ponding. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 08/02/2019 RECEIVED 08/0212019 3rd Submittal Kimley»>Horn Page 2 The proposed Raising Cane's Development is in substantial conformance with the original drainage design from the Overall Drainage Report. The development of the site will not negatively impact the existing drainage design or downstream developments. Drainage Certification This report for the drainage design of Raising Cane's at Wheat Ridge Corners was prepared by me (or under my supervision) in accordance with the provisions of City of Wheat Ridge Site Drainage Requirements and was designed to comply with the provisions thereof. I understand that the City of Wheat Ridge does not, and will not, assume liability for drainage facilities designed by others. Bryce Christensen, P.E. Registered Professional Engineer State of Colorado No. 47935 4582 South Ulster Street, Suite 1500, Denver, CO 80237 Kimley»>Horn Appendices A. Overall Drainage Map Exhibit B. Proposed Drainage Basin Map C. Composite C Value Calculations kimley-horn.com Page 3 Kimley>»Horn ATTACHMENT A Page 4 Kimley>>> Horn Page 6 FAM. - DESIGN Architectural Solutions Group October 23, 2019 City of Wheat Ridge Building Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 ATTN: Randy Slusser, CBO RE: Raising Cane's Chicken Fingers Restaurant 3609 Wadsworth Blvd. Plan check number: 201902066 Below are our responses to the comments dated 10.14.19. Review Comments: Building Department — Structural: 1. See separate sheet for structural comments on this project dated 10/10/19. Response: Please refer to separate response letter. Building Department: PM DESIGN GROUP, INC. 7200 S. Alton Way, Suite B-270 Centennial, CO 80112 p.303.223.7931 2. Confirm location of proposed fire hydrant. Civil drawings depict in a different location versus other plan sheets. Response: Please refer to revised sheet A0.10 for location of fire hydrant. 3. Sheet 01 CRA —Revise code year to 2012 IBC in plumbing fixture count analysis. Response: Please refer to revised sheet 00 PCS for revised code data information and revised plumbing count schedule on sheet 01 CRA. 4. Indicate on plans where accessible seating will be located. Verify tables will accommodate knee and toe clearance. 2012 IBC 1108.2.9, /CC A 117.1-2009 902.2. Response: Please refer to revised sheet FS3.10 for locations of accessible tables/seating. 5. Provide documentation from Wheat Ridge Sanitation District that 2500 gallon grease interceptor is adequate. Unsure how calculations on P5.1 were arrived at. Response: Please refer to attached letter from engineer. 11 P a :, �, Upon review should you have any questions or concerns, please feel free to contact me. Sincerely, Todd Woody Assistant Project Manager PM DESIGN GROUP, INC. 7200 S Alton Way, Suite B-270 Centennial, Co 80112 Office: 303.731.3764 E: twoody@PMDGInc.com 21 Page AtA Consulting �nqineers, Inc. October 22, 2019 City of Wheat Ridge Community Development Attn: Randy Slusser Re: Raising Cane's, 3609 Wadsworth Blvd, Wheat Ridge Colorado Plan Check No.: 201902066 Dear Randy, I am the engineer of record for the above referenced project. You requested clarification on the following: 5. Provide documentation from Wheat Ridge Sanitation District that 2500 - gallon grease interceptor is adequate. Unsure how calculations on P5.1 were arrived at. I have been in contact with The Wheat Ridge Sanitation District, Brad Estis, Martin/Martin. According to the Wheat Ridge Sanitation District — Grease Interceptor Handbook, Sizing and Specifications: GREASE INTERCEPTORS SIZING CRITERIA The sizing criteria shall be in accordance with the City and County of Denver Wastewater Quality Control Procedures for grease interceptor sizing. The calculations on sheet P5.1 were developed utilizing the City of Denver Grease Interceptor Sizing Worksheet. The grease interceptor has been designed and sized as required by the Wheat Ridge Sanitation District. If you should have any concerns or questions, please do not hesitate to contact me. Sincerely, MEA Consulting Engineers, Inc. Michael E. Aitken, P.E. F.NSPE, DFE, LEED AP O+M, CxA Vice President p�lyyllifti rl� 4Y � as F1 13771 East Rice Place • Aurora, Colorado 80015 • Ph (720) 870-5630 • Fax (720) 941-1311 Dina Kemp From: Todd Woody <twoody@pmdginc.com> Sent: Tuesday, October 1, 2019 9:35 AM To: CommDev Contractors Subject: Fwd: Permit application accepted - West Metro Fire Protection District Sent via the Samsung Galaxy S9+, an AT&T 5G Evolution capable smartphone -------- Original message -------- From: NoReply@mobile-eyes.com Date: 9/26/19 6:50 AM (GMT -07:00) To: twoody@PMDGInc.com Subject: Permit application accepted - West Metro Fire Protection District Your permit request for Raising Cane's (TI) at 3609 South Wadsworth Boulevard Lakewood, CO 80235 has been accepted. The Job Number is: 190926001 Description: Quick serve restaurant with drive thru Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 4 - 5 weeks. You can now see where your review is at in our review queue, here is a link to that webpage: htt-p://www.westmetrofire.org/I013/Plan-Review-Status. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. Project Address: Permit App. Date: Applicant: Review Date: Plan Checker: Plan Checker email ( it), cit Icat 3609 Wadsworth Blvd 10/01/19 Todd Woody 10/14/19 Randy Slusser rslusser@ci.wheatridge.co.us Plan Check No.: 201902066 Phone: 303-731-3764 Phone: 303-235-2803 The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IMC, 2012 IECC, 2017 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments, Colorado Plumbing Code, Colorado Fuel Gas Code • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • For clarification of any plan review comment, please call or email the plan checker listed above. ( ity of Wheat I is�gic Comments: 1. See separate sheet for structural comments on this project dated 10/10/19 2. Confirm location of proposed fire hydrant. Civil drawings depict in a different location versus other plan sheets. 3. Sheet 01 CRA — Revise code year to 2012 IBC in plumbing fixture count analysis. 4. Indicate on plans where accessible seating will be located. Verify tables will accommodate knee and toe clearance. 2012 IBC 1108.2.9, ICC A117.1-2009 902.2 5. Provide documentation from Wheat Ridge Sanitation District that 2500 gallon grease interceptor is adequate. Unsure how calculations on P5.1 were arrived at. 6. Mechanical and Electrical are approved as drawn. PROFFSSIONAI 13111f DING A, SAFFT\ 17NGINEERING-INFRASTRUCTURE MANAGEMENT Plan Review Corrections 10-10-19 Owner: Raising Cane's Chicken Fingers Plan check No.: 201902066 Location/Project: 3609 Wadsworth Blvd Plan Checker: Steve Ahuna /CAA Wheatridge, CO 80033 1. In the calculations is a schematic layout of the building with grid lines from 1 to 7. Wood shear wall summary are for shear walls #1 to #5. Braced frames are on grid lines 4 & 5. 2. Please note on foundation plan length of shear wall 4 = 12'-7". 3. Per calculations schematic layout what are the shear resisting elements on grid lines 6 & 7? 4. WHI: 2-2x10 per calculations. H1 on sheet SN1.2: 2-2x8. Please revise plans or clarify. 5. For trash enclosure & corral design per detail of steel column i.e. embedded into footing please double check with R = 1.25 since this is a REAL cantilevered column. For undefined system R = 3 is okay. Please compare with wind load since this both structures are open. Existing designs may be still okay. Also please provide NODE locations in RISA. Also for trash enclosure provide design of CMU wall as a freestanding wall. Check footing and soil pressure. Cantilevered column takes all lateral loads. 6. For canopy per calculations "eccentric braced frame" R=8. FYI this condition is modeled in RISA as a moment frame Le supports has moment. Please use R=3 or R=1.25. As in trash enclosure and corral design please provide NODE locations. Please provide output for "CODE CHECK". 7. For Simpson Designer Software revise input to "cracked" concrete or justify that concrete is "uncracked". Check modulus of rupture. 8. For drive-thru menu. Compare wind with seismic R = 1.25. Also in RISA note size of column size and distance between N1 & N2 (Node locations). Single column resisting lateral forces. Please double check design since reaction at N1 for moment = 25.3 ft -kips. Design based on 171 in -kips. Please clarify. Also input into Simpson Anchor Designer "cracked" concrete or justify section is "uncracked". If any questions please call me at 866-530-4980 or email steveahuna@caaprofessionals.com. Thank you. Steve Ahuna CHARLES ABBOTT ASSOCIATES, INC. 27401 Los ALTOS • SUITE 220 • M ISS[ON V IEJO, CA 92691 TOLL FREE: (866) 530-4980 • PHONE: (949) 367-2850 • FAX: (949) 367-2852 W\V\V.CAAP120Ff SS10NA 1.S.CUM Irerracon GeoReport Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant Southwest of West 38th and Wadsworth Boulevard City of WheatNd COMMUNITY DEVELOPMENT APPROVED Reviewed fQr QQ9y-Compliance ff� CAA II1���� Plans Examiner - Date ymayof"MaS?ft muw" 016parndta *prow olpbm spatokotam and Ca voutatwo Aw foot be a P#fR* pI. M an ap "VW of any Nobbon 00 ow of 1110 pnD omw q fht C0* M of ew cx1' ardIawwx :tffnft nods or o11x►ordrnanasolteruty thoNnot bt glial Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 Prepared for: Raising Cane's Restaurants, LLC Plano, Texas Prepared by: Terracon Consultants, Inc. Wheat Ridge, Colorado September 17, 2019 Raising Cane's Restaurants, LLC 6800 Bishop Road, Suite 210 Plano, Texas 75024 Attn: Ms. Kristen Roberts Re: Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant Southwest of West 38th and Wadsworth Boulevard Wheat Ridge, Colorado Terracon Project No. 25195244 Ms. Roberts: Irerracon GeoReport We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. P25195224 dated July 22, 2019. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations, floor slabs, and pavements for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Nicholas M. Ngv tny, P.G. Senior Staff geologist Ap.D O L/c ) .... •,, c�,�, v •�'AAE( 5 PE -443121 ¢ 7o b e r t -0i V0-77 T OUr Department Manager ., r Terracon Consultants, Inc. 10625 W. 1-70 Frontage Rd N, Ste 3 Wheat Ridge, Colorado 80033 P (303)423-3300 F (303) 423-3353 terracon.com Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant &. Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 REPORT TOPICS INTRODUCTION lrerracon GeoReport ---------------------------------------------------------------- 1 SITECONDITIONS-------------------------------------------------------------------------------------- 1 PROJECT DESCRIPTION ----------------------------------------------------------------------------- 2 GEOTECHNICAL CHARACTERIZATION--------------------------------------------------------- 3 GEOTECHNICAL OVERVIEW------------------------------------------------------------------------ 5 EARTHWORK-------------------------------------------------------------------------------------------- 7 UTILITY RECOMMENDATIONS -------------------------------------------------------------------- 12 CO R R O S I V I T Y-------------------------------------------------------------------------------------------13 SHALLOW FOUNDATIONS--------------------------------------------------------------------------13 DEEP FOUNDATIONS -------------------------------------------------------------------------------- 15 SEISMIC CONSIDERATIONS -----------------------------------------------------------------------19 FLOORSLABS------------------------------------------------------------------------------------------20 EXTERIOR F LATW O R K------------------------------------------------------------------------------22 BELOW -GRADE STRUCTURES-------------------------------------------------------------------22 LATERAL EARTH PRESSURES-------------------------------------------------------------------23 PAVEMENTS--------------------------------------------------------------------------------------------- 23 GENERAL COMMENTS-------------------------------------------------------------------------------26 FIGURES Note: This report was originally delivered in a web -based format. Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the GeoReport logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLANS EXPLORATION RESULTS SUPPORTING INFORMATION Note: Refer to each individual attachment for a listing of contents. Responsive Resourceful s Reliable Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant * Wheat Ridge, Colorado September 17, 2019 a Terracon Project No. 25195244 GeoReport REPORT SUMMARY A geotechnical engineering exploration has been performed for the Proposed RC467 Wheat Ridge Raising Cane's Restaurant to be located Southwest of West 38th and Wadsworth Boulevard in Wheat Ridge, Colorado. Based on the information obtained from this subsurface exploration and the laboratory testing completed, the site appears suitable for the proposed construction; however, the following geotechnical conditions will need to be considered: Up to about 7 feet of fill materials consisting of silty sand, clayey sand, and lean clay were encountered in the borings drilled for this exploration. It is our opinion the existing fill should not be used to support foundation, interior slab, pavement, or exterior slab construction without complete removal and modification. Support of pavement construction and exterior slab construction on the existing fill materials can be considered, provided a portion of the existing fill materials are overexcavated, processed, moisture conditioned and recompacted and some movement can be tolerated. Based on the results of the laboratory testing, the sand and clay fill materials have nil to low swell potential, while the native clay and sand soils are considered to have nil to low expansive potential. Based on the laboratory test results and our local experience, the claystone in the area has low to moderate expansion potential. Based on the geotechnical engineering analysis, the proposed building may be constructed on a shallow foundation system on a zone of new engineered fill, provided the owner is willing to accept the associated risk of movement. If the owner is not willing to accept the risk of movement for shallow foundations, the proposed building should be constructed on a deep foundation system, such as drilled or helical piers. Based on the subsurface conditions, a slab -on -grade may be utilized for the interior floor system when constructed on a zone of new engineered fill, provided the owner is willing to accept the risk of movement. If the owner is not willing to accept the risk of movement, the interior floor system of the proposed building may be designed as a structurally supported floor. Based on the 2018 International Building Code (IBC) Section 1613.3.2, the City of Denver amendments to the IBC, and the subsurface conditions encountered in the borings, the seismic site classification for this site is D. The amount of movement associated with foundations, floor slabs, slabs -on -grade, and other site improvements will be related to the wetting of the underlying soils and bedrock. Therefore, it is imperative the recommendations outlined in the Grading and Drainage subsection of r „,,,, E be followed to reduce potential movement. Moisture Responsive c Resourceful i, Reliable Geotechnical Engineering Report Merracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 GeoReport conditioning and/or replacement of the on-site fill materials should follow the recommendations outlined in Earthwork. This summary should be used in conjunction with the entire report for design purposes. It should be recognized that 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 .;_:.r,e:: should be read for an understanding of the report limitations. Responsive a Resourceful a Reliable Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant Southwest of West 38th and Wadsworth Boulevard Wheat Ridge, Colorado Terracon Project No. 25195244 September 17, 2019 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the Proposed RC467 Wheat Ridge Raising Cane's Restaurant to be located Southwest of West 38th and Wadsworth Boulevard in Wheat Ridge, Colorado. As part of our subsurface exploration, fourteen borings (designated as Boring Nos. 1 to 14) were drilled at the site to depths of about 30 to 50 feet below existing site grade. Maps showing the site and boring locations are shown in the pie LucaLiv and sections, respectively. The results of the laboratory testing performed on soil and bedrock samples obtained from the site during the field exploration are included on the boring logs in the Exploration l.eaut. section of this report. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: Subsurface soil and rock conditions Groundwater levels Earthwork SITE CONDITIONS Seismic site classification Foundation design and construction Floor slab design and construction Pavement design and construction The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Location Existing Improvements Description The project is located southwest of West 38th Avenue and Wadsworth Boulevard in Wheat Ridge, Colorado. Approximate Latitude/Longitude: 39.76790 N, -105.08230 W See Site Location The site is currently a staging area for an adjacent active construction site. Responsive* Resourceful w Reliable Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado ---- September 17, 2019 Terracon Project No. 25195244 GeoReport Item Description Based on aerial imagery of the site dating back to 1993, the site has previously Previous been developed with a structure and asphalt paved parking lot. The aerial Improvements imagery suggests that the structure was demolished between May and June of 2017, while the asphalt parking lot was demolished between June of 2017 and May of 2018. Current Ground The current ground cover at the subject site consists of barren ground. Cover At the time of our field exploration, site topography sloped gently to the south Existing Topography at an approximate grade of 3% with an elevation difference of less than 6 feet across the site. Based on the geologic map of the area, the geologic units underlying the site generally consisted of eolian sand deposits (Qes) and Loess deposits (Q). both geologic units are estimated to be Pleistocene to Holocene in age (2.6 million years ago to present), and generally consist of the following: Eolian Sand (Qes) — Light brown fine sand, sandy silt, and clay. May contain large amounts of clay and silty clay. Crossbedded (deposited in Geology moving streams) in some areas, but generally structureless. General thickness - <10 feet; max thickness — 30 feet. Loess (Q,) — yellowish -brown to light -grayish -brown sandy silt. Upper 2 to 4 feet may contain clay and silty clay. Columnar (vertical jointed) structure, slightly calcareous. General thickness — less than 10 feet; max thickness — 20 to 25 feet. Although fill is not mapped in this area, artificial fill is present at the site. PROJECT DESCRIPTION Our initial understanding of the project was provided in our proposal and was discussed during project planning. A period of collaboration has transpired since the project was initiated, and our final understanding of the project conditions is as follows: Item Description The proposed development is planned to consist of the construction of a new Raising Cane's restaurant with a building footprint of approximately Proposed construction 3,316 square feet with a patio area, drive-thru, and surrounding pavements. No below -grade construction is planned. The proposed structure will consist of light gauge steel framing with a cast - Building construction in-place concrete foundation system with slab on grade floor. Anticipated Foundation Spread footings or drilled piers Systems Responsive #.. Resourceful �_ Reliable Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant , Wheat Ridge, Colorado GeoReport September 17, 2019 Terracon Project No. 25195244 Item Description Columns: 10 to 50 kips Maximum Loads Walls: 1 to 2 kips per linear foot (klf) (Assumed) Slabs: 150 to 250 pounds per square foot (psf) Cuts and fills on the order of 3 feet are anticipated to provide a level building Grading pad. Excavation depth 3 feet (assumed) Free-standing retaining None Anticipated walls Sidewalk, curb and gutter, and pavements will be constructed as part of Infrastructure the project. We assume that new utilities will be constructed about 5 feet below the existing ground surface. GEOTECHNICAL CHARACTERIZATION We have developed a general characterization of the subsurface soil and groundwater conditions based upon our review of the data and our understanding of the geologic setting and planned construction. The following sections provide our geotechnical characterization. The geotechnical characterization forms the basis of our geotechnical calculations and evaluation of site preparation, foundation, slab, and pavement options. As noted in General Comments, the characterization is based upon widely spaced exploration points across the site, and variations are likely. Typical Profile Based on the results of the borings for this exploration, subsurface conditions on the site can be generalized as follows: Material Description Existing fill materials consisting of silty sand, clayey sand, and lean clay Native soil consisting sandy lean clay, clayey sand, silty clayey sand Approximate Depth to Bottom of Stratum below Existing Site Grade About 4 to 7 feet Not encountered in Boring Nos. P2 and P3 Maximum depth explored in Boring No. P4 About 22 feet, Maximum depth explored in Boring Nos. P1, P2, P3 and P5 Consistency/ Relative Density/ Hardness Variable Clay: soft to stiff Sand: loose to medium dense Responsive v Resourceful * Reliable 3 Geotechnical Engineering Report lrerraeon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado • 5 September 17, 2019 Terracon Project No. 25195244 GeoReport Material Description Poorly graded sand with silt and gravel Bedrock consisting of claystone Approximate Depth to Bottom of Stratum below Existing Site Grade Maximum depth explored in Boring No. 2 Maximum depth explored in Boring No. 1 Consistency/ Relative Density/ Hardness Medium Dense Medium hard Stratification boundaries on the boring logs represent the approximate location of changes in soil and material types; in situ, the transition between materials may be gradual. Further details of the borings can be found on the boring logs in the Exploration Result:. Based on the results of the laboratory testing, the sand and clay fill materials have nil to low swell potential, while the native clay and sandy soils are considered to have nil to low expansive potential. Based on our experience, the claystone in the area has low to moderate expansive potential. A summary of laboratory test results is included in the Exploration Results. Groundwater Conditions The borings were observed while drilling and upon completion of drilling for the presence and level of groundwater. The water levels observed in the boreholes can be found on the boring logs in exploration Results and are summarized below. Shallowest depth to groundwater encountered while or Boring No. upon completion of drilling 1 1► P1 About 11 feet About 12.5 feet None encountered P2 None encountered P3 None encountered P4 None encountered P5 None encountered Due to safety concerns, borings were backfilled immediately after completion. Therefore, subsequent groundwater measurements were not obtained. These observations represent groundwater conditions at the time of the field exploration and may not be indicative of other times or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Responsive � Resourceful & Reliable Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant � Wheat Ridge, Colorado GeoReport September 17, 2019 rr Terracon Project No. 25195244 Based upon review of U.S. Geological Survey maps ('Hillier, et al, 1983), regional groundwater is expected to be encountered in the Denver Aquifer, generally below a depth of 10 to 20 feet below present ground surface. Shallowest depths to water table generally occur along stream valleys and in colluvial deposits. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors, including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff, and other factors not evident at the time the borings were performed. Groundwater levels during construction or at other times in the life of the structures may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. GEOTECHNICAL OVERVIEW Based on subsurface conditions encountered in the borings, the site appears suitable for the proposed construction from a geotechnical point of view provided certain precautions and design and construction recommendations outlined in this report are followed. We have identified geotechnical conditions that could impact design and construction of the proposed building, parking lot and other site improvements. At the time of our field exploration, the provided site layout showed the proposed building on the eastern portion of the project site. After the completion of our field exploration, our client provided to us an updated site layout with the proposed building relocated to the southern portion of the site. Due to this change, our structural boring locations for this project were conducted near, but not within, the proposed building footprint. We recommend that additional verification drilling or test pits be conducted before or during construction to verify the soil conditions and/or bedrock depth within the footprint of the proposed structure. Existing Fill Materials Up to about 7 feet of fill materials were encountered in portions of the site. Fill depths presented in the boring logs are approximate and the depth, lateral extents, and composition of fill should '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. Responsive % Resourceful a Reliable 5 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant rtWheat Ridge, Colorado - - September 17, 2019 w. Terracon Project No. 25195244 GeoReport be expected to vary. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer. Based upon the results of our field exploration and laboratory testing, it is our opinion the existing fill should not be used to support foundations, interior slabs, exterior slabs -on -grade, or pavement construction without complete removal and modification. If the owner is willing to accept a higher risk of movement for pavements and exterior slabs, consideration could be given to overexcavating a portion of the existing fill materials below these elements, then processing, moisture conditioning and compacting the materials back to subgrade elevation. There exists the potential for construction debris and/or domestic trash to be encountered within the fill on some portions of the site. Because construction debris was not encountered in the borings drilled at this site, the potential for encountering construction debris and domestic trash is considered to be low. The fill materials should be observed for the presence of trash and debris during site grading and construction. The existing fill can be reused as engineered fill below slabs -on -grade and pavements, provided the material meets the requirements of imported soils in the Material Types subsection in Earthwork, any deleterious materials are removed, and some movement can be tolerated. Some removal and replacement may be required if unsuitable or soft materials are exposed. Expansive Soils and Bedrock Laboratory testing indicates the clay and sand fill materials have nil to low swell potential, while the native sand soils are considered to have nil to low expansive potential. Based on our experience, the claystone in the area has low to moderate expansive potential. This report provides recommendations to help mitigate the effects of soil and bedrock shrinkage and expansion. However, even if these procedures are followed, some movement and cracking in the buildings, pavements, and flatwork should be anticipated. The severity of cracking and other damage such as uneven floor slabs will probably increase if any modification of the site results in excessive wetting or drying of the expansive soils and bedrock. Eliminating the risk of movement and distress is generally not feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction, such as supporting the structure on deep foundations with a structural floor system. It is imperative the recommendations outlined in the Grading and Drainage subsection of in this report be followed to reduce movement. Responsive r Resourceful ■ Reliable 6 Geotechnical Engineering Report lterracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado GeoReport September 17, 2019 Terracon Project No. 25195244 Previous Site Structures We assume that foundations, slabs, and other structural elements associated with previous development were removed from the site at the time of demolition. Should they be exposed during new construction, we recommend previous foundations, slabs, and other structural elements be completely removed from new structural areas. Existing fill soils below these features (if observed) should be removed down to firm, native soils, and backfilled with structural fill. Existing site utilities to be abandoned should be removed within 10 feet of the proposed building perimeter. Abandoned utilities to remain in place beyond the perimeter should be grouted and capped. Low Strength Soils Relatively soft soils were encountered at this site. These soils can become unstable and unsuitable for fill placement, particularly when elevated in water content and subjected to repetitive construction traffic. It is our opinion that unstable soils should be anticipated during construction and at the base of the recommended over -excavation, and stabilization measures will need to be considered. The depth of stabilization required would be in addition to over - excavation and replacement and will likely vary depending on the severity of unstable soils. Some stabilization considerations are presented in the section of this report, such as removal and replacement or the use of a geotextile. If subgrade soils become unstable, or unstable soils are exposed in excavations, Terracon should be contacted to provide guidance regarding stabilization. EARTHWORK Earthwork is anticipated to include clearing and grubbing, excavations, and fill placement. The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria, as necessary, to render the site in the state considered in our geotechnical engineering evaluation for foundations, floor slabs, and pavements. Site Preparation Strip and remove existing vegetation, organics, construction debris 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, unsuitable fills, and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. Responsive* Resourceful *Reliable 7 Geotechnical Engineering Report lterracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant % Wheat Ridge, Colorado �- September 17, 2019 F Terracon Project No. 25195244 GeoReport Where possible, the site should be initially graded to create a relatively level surface to receive fill and to provide for a relatively uniform thickness of fill beneath the proposed building and improvement areas. All exposed areas that will receive fill, once properly cleared, should be scarified to a minimum depth of 12 inches, conditioned to near optimum moisture content, and compacted. It is imperative the moisture content of prepared materials be protected from moisture loss. Although evidence of underground facilities such as grease pits, septic tanks and basements was not observed during our exploration, such features could be encountered during construction. If unexpected fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered in excavations on the site. Groundwater seeping into excavations at this site could most likely be controlled by shallow trenches leading to a sump pit where the water could be removed by pumping. The stability of subgrade soils 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 overexcavation of wet zones and mixing these soils with crushed gravel. Use of geotextiles could also be considered as a stabilization technique. Lightweight excavation equipment may be required to reduce subgrade pumping. Material Types Fill for this project should consist of engineered fill. Engineered fill is fill that meets the criteria presented in this report and has been properly documented. Engineered fill should meet the following material property requirements: Fill Type USCS Classification Acceptable location for placement On-site clay soils are considered suitable for reuse as compacted fill below foundation, slab, and pavement areas, On-site clay soils CL and as general fill for this project, provided the remolded maximum expansion potential meets the requirements of imported soils. On-site sand soils On-site sand soils mixed with clay soils are considered mixed with clay SC, SC -SM, SP suitable for reuse as compacted fill below foundation, slab, soils and pavement areas and as general fill for this project. Responsive* Resourceful i* Reliable 8 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant , Wheat Ridge, Colorado September 17, 2019 . Terracon Project No. 25195244 GeoReport Fill Type USCS Classification Processed Demolition Debris (concrete, brick, N/A and asphalt) Imported soils Varies Acceptable location for placement Properly processed demolition debris consisting of concrete, brick, and asphalt is considered suitable for reuse as compacted fill below foundations, slabs -on -grade, and pavement areas, and as general fill for this project provided the material meets the graduation requirements for import fill. Imported soils meeting the gradation outlined herein can be considered acceptable for use as engineered fill beneath slabs and pavements. Controlled, compacted fill should consist of approved materials that are free of organic matter and debris. Frozen material should not be used, and fill should not be placed on a frozen subgrade. A sample of each material type should be submitted to the geotechnical engineer for evaluation. Care should be taken during the fill placement process to avoid zones of dis-similar fill. Improvements constructed over varying fill types are at a higher risk of differential movement compared to improvements over a uniform fill zone. On-site sand soils should be mixed with on-site day soils to meet the gradation requirements outlined below for imported soils. The on-site clay soils may require significant drying before mixing with sand soils. If time constraints or space requirements do not allow for drying, mixing, and processing of on-site soils, we recommend consideration be given to the use of imported soils. Granular soils should not be used in the overexcavation zone below the buildings, slabs, or pavement areas. Demolition debris (concrete, brick, and asphalt) should be processed to a maximum size of 3 inches and blended with on-site soils at a ratio of 50 percent demolition debris (concrete, brick, and asphalt) to 50 percent soil prior to reuse. We are aware of instances in which demolition debris had environmental concerns. Assessment of environmental conditions is outside the scope of this exploration. Imported soils for engineered fill (if required) should meet the following material property requirements: Gradation Percent finer by weight (ASTM C136) 3" 100 No. 4 Sieve _ 50-100 No. 200 Sieve >50 Liquid Limit .................................................. 30 (max) Plasticity Index ............................................ 15 (max) Maximum Expansive Potential (%) .............. 1.0* *Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density at optimum water content. The sample is confined under a 200-psf surcharge and submerged. Compaction Requirements Engineered fill should be placed and compacted in horizontal lifts, using equipment and Responsive ! Resourceful Reliable 9 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant K Wheat Ridge, Colorado -._a -x - September 17, 2019 v. Terracon Project No. 25195244 GeoReport procedures that will produce recommended moisture contents and densities throughout the lift. Item Description 8 -inches or less in loose thickness when heavy, self - propelled compaction equipment is used Fill lift thickness 4 to 6 -inches in loose thickness when hand -guided equipment (i.e. jumping jack, plate compactor) is used Clay Soils Minimum of 95% of the material's standard Proctor Compaction maximum dry density (ASTM D698) requirements ' ` Sand Soils Minimum of 98% of the material's standard Proctor maximum dry density (ASTM D698) +1 to +4% of the optimum moisture content, with an Clay Soils average daily moisture content of at least +2% Moisture content 0 to +2% of the optimum moisture content in pavement areas Sand Soils -2 to +2% of the optimum moisture content We recommend that engineered fill be tested for water content and compaction during placement. Should the results of the in-place density tests indicate the specified water or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified water and compaction requirements are achieved. Water levels should be maintained low enough to allow for satisfactory compaction to be achieved without the compacted fill material pumping when proofrolled. Moisture conditioned clay soils should not be allowed to dry out. A loss of moisture within these materials could result in an increase in the materials expansive potential. Subsequent wetting of these materials could result in undesirable movement. Excavation Excavations into the subsurface soils will encounter a variety of conditions. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain 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 Occupational Safety and Health Administration (OSHA) excavation and trench safety standards. Soils penetrated by the proposed excavations may vary significantly across the site. The soil and bedrock classifications are based solely on the materials encountered in the exploratory borings. 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. Responsive* Resourceful a Reliable 10 Geotechnical Engineering Report lferracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant k Wheat Ridge, Colorado GeoReport September 17, 2019 w Terracon Project No. 25195244 Grading and Drainage All grades must be adjusted to provide positive drainage away from the building during construction and 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 systems should be minimized or eliminated. Water permitted to pond near or adjacent to the perimeter of the structure (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 obtained and maintained, and water is allowed to infiltrate the fill and/or subgrade. Permanent grades should be sloped at a minimum of 10 percent grade for at least 10 feet beyond the perimeter of the building. Asphalt pavement or concrete flatwork should be sloped at a minimum of 2 percent beyond the building perimeter for the life of the building. Where Americans with Disabilities Act (ADA) or other requirements or existing site features limit the gradient, slopes on the order of %2 to 1 percent minimum may be necessary to comply with the ADA but do increase the risk of unanticipated movement. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be compacted in accordance with recommendations in this report and free of all construction debris to reduce the possibility of water 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. 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. Landscape or xeriscape areas within 10 feet of the foundation system shall not be hindered by landscape edging, grade variations, or vegetation. In addition, consideration should be given to snow removal practices that will minimize the stockpiling of snow in planter and landscaped areas adjacent to structural improvements. Planters located adjacent to the structures should be watertight. Sprinkler mains and spray heads should be located a minimum of 10 feet away from the building lines. Where drip line irrigation is located near the buildings, we recommend that drip line irrigation systems be located at least 5 feet from the outside edge of the foundations. Roof drains should discharge on pavements or be extended away from the structures a minimum of 10 feet through the use of splash blocks or downspout extensions. Trees or other vegetation whose root systems have the ability to remove excessive moisture from the subgrade and foundation soils should not be planted next to the building. Trees and shrubbery should be kept away from the exterior edges of foundations, a distance at least equal to their expected mature height. Responsive* Resourceful ■ Reliable 11 Geotechnical Engineering Report lt'erracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant * Wheat Ridge, Colorado1- September 17, 2019 * Terracon Project No. 25195244 GeoReporf Earthwork Construction Considerations Upon completion of grading operations, care should be taken to maintain the moisture content of the subgrade prior to construction of foundations, slabs -on -grade, pavements, and other structural elements at this site. Construction traffic over prepared subgrade should be minimized and avoided to the extent practical. Construction traffic over processed clay subgrade will eventually reduce the moisture content and increase the density of the subgrade. Subsequent wetting of these materials will result in undesirable movement. The site should also be graded to prevent ponding of surface water on prepared subgrade or in excavations. In areas where water is allowed to pond over a period of time, the affected area should be removed and allowed to dry out; however, allowing the clay soils to dry out below the optimum moisture content is not recommended. If constraints do not allow for moisture conditioning of affected clays as recommended in this report, the affected area should be overexcavated and replaced with engineered fill. As an alternative, geotextiles could also be considered as a stabilization technique. The geotechnical engineer should be retained during the construction phase of the project to observe earthwork and to perform necessary tests and observations during overexcavation operations, excavations, subgrade preparation; proof -rolling; placement and compaction of controlled compacted fills; backfilling of excavations into the completed subgrade, and just prior to construction of building floor slabs. UTILITY RECOMMENDATIONS All underground piping within 10 feet of the proposed building 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. If utility trenches are backfilled with relatively clean granular material, they should be capped with at least 18 inches of on-site clay soil to reduce the infiltration and conveyance of surface water through the trench backfill. We recommend existing fill soils be removed below planned utilities at this site and replaced as compacted, structural fill. Utilities should be designed with restrained joints and designed to accommodate potential differential movement should existing fill soils be left in place. Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath the building should be effectively sealed to restrict water intrusion and flow through the trenches that could migrate below the building. We recommend constructing an effective clay "trench plug" that extends at least 10 feet out from the building exteriors. The clay plug material should consist of on-site clay compacted in accordance with the recommendations presented in the Compaction Requirements subsection of Earthwork. The clay fill should Responsive r Resourceful s Reliable 12 Geotechnical Engineering Report 1rerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado GeoReport September 17, 2019 Terracon Project No. 25195244 completely surround the utility line and be properly placed and compacted in accordance with recommendations in this report. CORROSIVITY The following table lists the results of laboratory water-soluble sulfate testing performed on samples obtained during our field exploration. These values may be used to estimate potential corrosive characteristics of the on-site soils with respect to contact with the various underground materials which will be used for project construction. Boring No. Sample Depth Water -Soluble Sulfate (feet) M 2 0-5 <0.10 Results of water-soluble sulfate testing indicate that samples of the on-site soils have an exposure class of SO when classified in accordance with Table 19.3.1.1 of the American Concrete Institute (ACI) Design Manual. The results of the testing indicate ASTM Type I Portland Cement is suitable for project concrete in contact with on-site soils. However, if there is no (or minimal) cost differential, use of ASTM Type I I Portland Cement is recommended for additional sulfate resistance of construction concrete. Concrete should be designed in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 19. SHALLOW FOUNDATIONS Based upon the results of the field exploration and laboratory testing program for this exploration, the following foundation systems were evaluated for use in supporting the proposed building: Spread footing foundations on new engineered fill. Straight -shaft, cast -in-place piers/shafts constructed in bedrock. Helical piles constructed in bedrock At the time of our field exploration, the provided site layout showed the proposed building on the eastern portion of the project site. After the completion of our field exploration, our client provided to us an updated site layout with the proposed building relocated to the southern portion of the site. Due to this change, our structural boring locations for this project were conducted near, but not within, the proposed building footprint. We recommend that additional verification drilling or test pits be conducted before or during construction to verify the soil conditions and/or bedrock depth within the footprint of the proposed structure. Based on the subsurface conditions and laboratory test results, it is our opinion the proposed building may be designed with shallow spread footing foundations constructed on a zone of new engineered fil consisting of modified on-site materials or import fill, provided the owner is willing to accept the risk of movement. Responsive , Resourceful Reliable Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 GeoReport If the owner is not willing to accept the risk of movement, the proposed building should be constructed on a drilled pier foundation system bearing into the underlying claystone bedrock. Spread Footing Foundation Recommendations Design recommendations for spread footing foundation systems are presented in the following paragraphs. Description Thickness of Zone of New Engineered Fill Lateral Extent of Zone of New Engineered Fill Supporting Stratum Maximum Net Allowable Bearing Pressure 2,3 Minimum Dead Load Pressure Coefficient of Friction (Sliding) Minimum Footing Dimensions Minimum Embedment Below Finished Grade for Frost Protection Approximate Total Movement Estimated Differential Movement Value Minimum 3 feet below bottom of lowest foundation element and all existing fill materials must be removed and modified or replaced. 10 feet outside building footprint } New engineered fill 2,500 psf 600 psf or what is practical 0.3 Isolated footings: 24 inches Continuous footings: 18 inches 3 feet About 1 inch About 'h to 3/ inch Lateral extent of the overexcavation zone indicates a zone that received the full depth of overexcavation treatment. The lateral extent zone does not include the required slope layback area. The recommended net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. This pressure assumes that any existing fill or lower strength soils, if encountered, will be excavated and replaced with engineered fill. Maximum allowable soil bearing pressure can be increased by 1/3 for transient loading conditions. For perimeter footings, footings beneath unheated areas, and footings that will be exposed to freezing conditions during construction. Interior footings may bottom at a minimum depth of 12 inches belowfinished grade in heated areas. Foundation movement will depend upon the variations within the subsurface soil profile, the structural loading conditions, the embedment depth of the footings, the thickness of engineered fill, and the quality of the earthwork operations and footing construction. Footings should be proportioned on the basis of equal total dead load pressure to reduce differential movement between adjacent footings. Additional 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 Responsive = Resourceful a Reliable 14 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant . Wheat Ridge, Colorado GeoReport September 17, 2019 r Terracon Project No. 25195244 and throughout the life of the structure. Failure to maintain the proper drainage as recommended in the Grading and Drainage section of Eat tliwotik will nullify the movement estimates provided above. Unstable subgrade conditions should be observed by the geotechnical engineer to assess the subgrade and provide suitable alternatives for stabilization. Stabilized areas should be proofrolled prior to continuing construction to assess the stability of the subgrade. The base of all foundation excavations should be free of water and loose soil prior to concrete placement. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Should the soils at bearing level become excessively dry, disturbed or saturated, or frozen, the affected soil should be removed prior to placing concrete. Footings, foundations, and masonry walls should be detailed and reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. DEEP FOUNDATIONS If the owner is not willing to accept the risk of movement for shallow foundations, the proposed building should be constructed on a deep foundation system, such as drilled piers. One of our structural borings encountered claystone bedrock at a depth of 22 feet at the site. Claystone bedrock was not encountered in the other structural boring to a depth of 25 feet. In addition, these borings were not performed within the relocated building footprint at the southern portion of the project site. Based on these results, the depth to top of and quality of the claystone bedrock at the site is anticipated to be variable across the site. If the drilled pier option to support the structure is selected, we recommend additional borings before construction to verify the depth and quality of the claystone rock within the footprint of the proposed building. Drilled Pier Design Parameters Design recommendations for a drilled pier foundation system are presented in the following paragraphs: Responsive r Resourceful a Reliable 15 Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant w Wheat Ridge, Colorado September 17, 2019 at Terracon Project No. 25195244 Description Minimum Pier Length Minimum Bedrock Embedment Maximum End -Bearing Pressure Skin Friction `{ t Uplift Force (Tension Due to Sol Minimum Pier Diameter Irerr7con GeoReport Value 27 feet" 5 feet 6,000 psf 250 psf 21 x Pier diameter (ft.) 18 inches or Length/Diameter < 30 Shear Rings 3 inches high by 3 inches deep at 16 inches on center within bottom 25 feet of shaft Void Thickness 4 inches The required minimum length is from the bottom of grade beams or pier caps. Due to the variable depth of claystone bedrock encountered in our investigation, pier lengths are expected to vary from the minimum recommended and longer pier lengths should be anticipated. Additional verification drilling before or during construction is recommended to verify claystone bedrock depth. Drilled shafts should be embedded into firm or harder bedrock materials. Skin friction value is for firm or harder bedrock. Skin friction should not be applied to fill or overburden soils. Movement on the order of 1/2 inch or less should be anticipated for the drilled piers, provided the piers are properly designed and constructed. 2/3 of the skin friction capacity provided may be used for compression and tension loading. The portion of the drilled piers that can resist the uplift force shown above must be (a) embedded in firm or harder bedrock and (b) be at least 15 feet below the top of the drilled pier. The void space below grade beams (between the piers) should be periodically maintained and re- established, as necessary. In accordance with IBC Section 1806.1, if design of the pier foundations is completed using allowable stress design (ASD) methods, the vertical bearing resistance may be increased by 1/3 where used with the alternative basic load combinations that include wind or seismic loads that are described in IBC Section 1605.3.2. This 1/3 increase does not apply if design is completed using load and resistance factor design (LRFD) methods. Increases also do not apply to the resistance of uplift loads, nor to the soil properties provided in this report for modeling the pier response to lateral loads, nor the resulting lateral pier deflection vs. applied load graph. Piers should be considered to work in group action if the center -to -center horizontal spacing is less than three pier diameters. A minimum practical center -to -center horizontal spacing between piers of at least three diameters should be maintained, and adjacent piers should bottom at 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. The following table presents capacity reductions for closely spaced piers. Responsive* Resourceful r Reliable 1 & Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado GeoReport September 17, 2019 Terracon Project No. 25195244 Description Value Drilled Pier Spacing >3 diameters >2 to 3 diameters 2 diameters minimum (Center -to -Center) Pier Capacity Reduction None 30 percent 50 percent End bearing values do not need to be reduced for closely spaced piers, if bottoms of piers are at the same elevation. To satisfy forces in the horizontal direction using the computer program LPile°, piers may be designed for the following lateral load criteria: Lateral analysis should account for the center -to -center spacing and P -Y multiplier values per the following table: Pier Center -to -Center P -multiplier, Pm Undrained Angle of Coeff. of Row 1 Row 2 Unit Shear Internal Subgrade Strain, Eso Soil Layer Weight Strength Strength Friction, Reaction, k M 0.85 (pct cp(degrees) (pci) Clay/Sand (fill) 115 -- 30 60 800 -static Clay 120 1,000 0 0.005 200 -cyclic 1,500 -static Claystone 125 2,000 0 600 -cyclic 0.004 The claystone bedrock may be in modeled as a stiff clay. Lateral analysis should account for the center -to -center spacing and P -Y multiplier values per the following table: Pier Center -to -Center P -multiplier, Pm P -multiplier, PM P -multiplier, Pee Spacing (In Direction of Row 1 Row 2 Row 3 and Higher Loading) 3 x diameter 0.8 0.4 0.3 5 x diameter 1.0 0.85 0.7 The structural engineer should determine the reinforcement necessary for the piers. At a minimum, all piers should be reinforced full depth for the applied axial, lateral, and uplift stresses imposed. We recommend a minimum reinforcement of at least 1 percent of the cross-sectional area of the pier. Drilled Pier Construction Considerations Drilling to design depth should be possible with conventional single -flight power augers; however, very hard and potentially cemented bedrock layers could require the use of heavy-duty equipment. Responsive* Resourceful a Reliable 17 Geotechnical Engineering Report 1rerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 GeoReport Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. If pier concrete cannot be placed in dry conditions, a tremie should be used for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Pier -bearing surfaces must be cleaned prior to concrete placement. A Terracon representative should observe the bearing surface and shaft configuration. Difficult drilling should be anticipated due to the presence of groundwater and the potential for caving soils. Pier casing may be required to properly control groundwater, loose soils, or caving soils. Casing should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or caving soils or the creation of voids in pier concrete. Pier concrete should have a relatively high fluidity when placed in cased pier holes or through a tremie. Pier concrete with slump in the range of 5 to 7 inches is recommended for uncased piers. For cased piers, a slump in the range of 7 to 9 inches is recommended. Casing, mud or slurry drilling, and other specialized installation techniques may be required to properly drill and clean piers prior to concrete placement. The drilled pier contractor should be provided a copy of this report so that they may make their own assumptions about the equipment and means and methods necessary to properly drill and install piers at this site. Shaft bearing surfaces must be cleaned prior to concrete placement. A representative of the geotechnical engineer should observe the bearing surface, shaft configuration and shear ring installation. Free -fall concrete placement is not considered acceptable for this project. The use of a bottom - dump hopper, or an elephant's trunk discharging near the bottom of the hole where concrete segregation will be reduced, is recommended. The top of the piers should be cylindrical in shape. Forms may be necessary at the top of the piers in order to minimize the disturbance of the soils and to maintain a cylindrical shape. Failure to provide this shape (i.e., allowing mushrooming of pier tops) may result in additional uplift forces and unanticipated movement. Helical Pile Recommendations Recommendations for helical pile foundation systems are presented below. Description Value Minimum Pile Depth Below Ground Surface 27 feet 3 Any pile that encounters refusal conditions prior to the recommended minimum length should be predrilled in order to achieve the recommended depth. Load testing is required to confirm design capacity. Responsive Resourceful *, Reliable Geotechnical Engineering Report 1rerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant t, Wheat Ridge, Colorado September 17, 2019 , Terracon Project No. 25195244 GeoReport Description Value Due to the variable depth of claystone bedrock encountered in our investigation, pier lengths are expected to vary from the minimum recommended and longer pier lengths should be anticipated. Additional verification drilling before or during construction is recommended to verify claystone bedrock depth. We do not recommend using vertically installed helical piles to resist lateral loads without approved lateral load test data, as these types of foundations are typically designed to resist axial loads. Helical piles installed at a batter may be used to resist lateral loads. Typically, helical piles can be installed to a batter of up to 45 degrees from the horizontal. Only the horizontal component of the allowable axial load should be considered to resist the lateral loading and only in the direction of the batter. The helical piles should be designed to terminate in the native claystone bedrock. The pile capacity should be determined through a combination of typical bearing capacity analysis and results of the load tests correlated to helical pile installation torque. The actual design of the piles including the pile capacity, spacing, helix diameter(s), shaft length, bracket attachment and configuration, and shaft diameter should be performed by an experienced helical pile contractor or structural engineer. An experienced helical pile contractor should review the data from this report to assess the equipment required to achieve the minimum length and capacity. We recommend a minimum of one of load test (axial compression and tension, as needed) be conducted at the site for each helical pile type and installation depth to confirm anticipated capacities and to finalize design information. The load test should be performed on a helical pile installed into the native sand soils and to a minimum depth of 18 feet below ground surface. We should be consulted to review load test data and a representative of the geotechnical engineer should be present to observe test and production helical pile installation to verify that proper bearing materials have been encountered during installation. SEISMIC CONSIDERATIONS Based on our subsurface exploration and laboratory testing, it is our opinion that the soils have a low risk of liquefaction. The following table presents the seismic site classification based on the 2018 International Building Code (IBC), the City of Denver amendments to the IBC, and the subsurface conditions encountered within the borings: Code Used Site Classification 2015 International Building Code (IBC) ' D In general accordance with the 2015 International Building Code, Section 1613.3.2. The 2015 International Building Code (IBC) requires a site subsurface profile determination extending a depth of 100 feet for seismic site classification. The current scope requested does not include the required Responsive* Resourceful a Reliable 19 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant r Wheat Ridge, Colorado r__..- September 17, 2019 M Terracon Project No. 25195244 6eoReport 100 -foot subsurface profile determination. The deepest borings of this exploration extended to a maximum depth of about 30 feet and this seismic site class definition considers that similar subsurface conditions exist below the maximum depth of the subsurface exploration. The City of Denver has amended the IBC to indicate that most sites shall have a site classification of D unless bedrock is encountered within 15 feet of the foundations or site-specific geophysical testing is performed. Because bedrock was not encountered within 15 feet from the current ground surface and based on the subsurface conditions encountered within the borings, the subject site has a site classification of D. FLOOR SLABS Structurally Supported Floor Recommendations We recommend structurally supported floors be constructed with a minimum 12 -inch crawlspace or void space between the low point for any element of the floor system and the ground surface. Carton type void forms, such as SureVoid or an approved equivalent, may be used to provide the minimum void space of 12 inches. The void form manufacturer's installation recommendations must be followed during construction of the structurally supported floor. Larger void space/crawlspace areas may be necessary to allow for safe access, inspection, and maintenance. Trenches excavated below slabs -on -void may act as conduits for water transmission and should be avoided. If used, they must be sloped to a drain, sump pit, or other appropriate outfall and must be periodically inspected and maintained. Utilities below structural floors should be limited to crawlspace areas, should be independent of the subgrade, and should maintain the minimum 12 -inch space between the utility and subgrade soils. Utilities should not be constructed below slabs -on -void. The design team should account for control of humidity within crawlspaces. We recommend a firm specializing in the design and construction of air quality control systems should consulted. Interior Floor Recommendations Slab -on -grade may be utilized for the interior floor system when constructed on new engineered fill. We recommend all existing fill be removed, moisture conditioned, and compacted below interior slabs -on -grade. Based upon the laboratory testing, we estimate potential slab -on -grade movement on new engineered fill could be on the order of about 1 inch. If very little movement less than 1 -inch can be tolerated, a structural floor, supported independently of the subgrade materials, is recommended. Responsive a Resourceful ■ Reliable 20 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant , Wheat Ridge, Colorado GeoReport September 17, 2019 p. Terracon Project No. 25195244 Description Value Depth of overexcavation below bottom of slab -on -grade To native soils Anticipated to be on the order of 7 feet Lateral extent of overexcavation zone 10 feet Engineered fill type Engineered fill Lateral extent of the overexcavation zone indicates a zone that received the full depth of overexcavation treatment. The lateral extent zone does not include the required slope layback area. If the overexcavation zone cannot be extended laterally outside of the perimeter footing, there is an increased risk of the overburden soils and underlying claystone becoming wetted. The engineered fill may consist of on-site clay and sand soils or engineered fill. The engineered fill should meet the criteria presented in the Material Types section of this report. For structural design of concrete slabs -on -grade constructed on an engineered fill consisting of on-site soils, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for point or limited area loads for floors supported on an engineered fill. 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. 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 in this report. The use of a vapor retarder 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. Floor slabs should not be constructed on frozen subgrade. Other design and construction considerations, as outlined in Section 302.1R of the ACI Design Manual, are recommended. Movements of slab -on -grades using the above outlined technique will likely be reduced and tend to be more uniform. The estimates outlined previously assume that the other recommendations in this report are followed. Additional movement could occur should the subsurface soils become wetted to significant depths, which could result in potential excessive movement causing uneven floor slabs and severe cracking. This could be due to over watering of landscaping, poor drainage, Responsive w Resourceful . Reliable 21 Geotechnical Engineering Report lterracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant * Wheat Ridge, Colorado - — - September 17, 2019 v, Terracon Project No. 25195244 GeoReporf improperly functioning drain systems, and/or broken utility lines. Therefore, it is imperative that the recommendations outlined in this section and in the Grading and Drainage section of this report be followed. EXTERIOR FLATWORK We recommend that existing fill soils at this site be removed beneath exterior slabs, moisture conditioned, and replaced as compacted, structural fill. Exterior slabs -on -grade and flatwork constructed on the on-site expansive materials will have a high risk of movement. If the owner can accept the risk for movement beyond 1 -inch, exterior slabs can be supported on partially removed existing fill soils. For partial removal, we recommend exterior slabs -on -grade be overexcavated to a depth of about 1 foot, moisture conditioned, and recompacted to grade. New fill materials beneath slabs -on -grade should be placed and compacted as outlined in the Earthwork section of this report. For structural design of exterior concrete slabs -on -grade, a modulus of subgrade reaction of 100 pci may be used for point or limited area loads for exterior slabs -on -grade at this site. Additional slab design and construction recommendations are as follows: Minimizing moisture increases in the backfill. Controlling moisture -density during placement of backfill. Positive separations and/or isolation joints should be provided between exterior slabs and the building to allow independent movement. Control joints should be provided in slabs to control the location and extent of cracking. Exterior slabs should not be constructed on frozen subgrade Other design and construction considerations, as outlined in Section 302.1 R of the ACI Design Manual, are recommended. Movements of exterior slabs -on -grade using the above technique will likely be reduced and tend to be more uniform. Additional movement could occur should the subsurface soils and bedrock become wetted to significant depths, which could result in potential excessive movement causing uneven exterior slabs and severe cracking. This could be due to over watering of landscaping, poor drainage, and/or broken utility lines. Therefore, it is imperative that the recommendations outlined in the Grading and Drainage subsection of Earthwork be followed. BELOW -GRADE STRUCTURES No below -grade structures are anticipated for this project; therefore, foundation drains are not required. Responsive s Resourceful a Reliable 22 Geotechnical Engineering Report lt'erracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant, Wheat Ridge, Colorado September 17, 2019 o, Terracon Project No. 25195244 GeoReport LATERAL EARTH PRESSURES No retaining wall structures are anticipated for this project; therefore, foundation drains are not required. PAVEMENTS Design of privately maintained pavements for the project has been based on the procedures outlined by the Asphalt Institute (AI) and the American Concrete Institute (ACI). We recommend existing fill soils be removed and replaced as compacted, structural fill prior to construction of pavements. Pavements and flatwork constructed on the existing fill will have a moderate to high risk of movement. The risk of movement can be slightly reduced by overexcavating the materials to a depth of 3 feet and properly moisture conditioning and compacting the materials to grade. Design Traffic We assumed the following design parameters for Asphalt Institute flexible pavement thickness design: Automobile Parking Areas o Parking stalls and parking lots for cars and pick-up trucks, up to 50 stalls Main Traffic Corridors o Parking lots with a maximum of 5 trucks per day Subgrade Soil Characteristics o USCS Classification — CH to SC (Poor to Medium Subgrade) We assumed the following design parameters for ACI rigid pavement thickness design based upon the average daily truck traffic (ADTT): Automobile Parking Areas o ACI Category A-1: Automobile parking with an ADTT of 1 over 20 years Main Traffic Corridors o ACI Category B: Commercial entrance and service lanes with an ADTT of 25 over 20 years Subgrade Soil Characteristics o USCS Classification — CH to SC Concrete modulus of rupture value of 500 psi We should be contacted to confirm and/or modify the recommendations contained herein if actual traffic volumes differ from the assumed values shown above. Responsivew Resourceful ik, Reliable 23 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado ------ September 17, 2019 Terracon Project No. 25195244 GeoReport Subgrade Soils Based on subgrade soil Unified Soil Classifications of CL to SC, Al classifies the subgrade soil as poor. Existing clay and sand fill materials will be encountered below the proposed pavement areas. Recommended Minimum Pavement Sections and Materials Recommended alternatives for flexible and rigid pavements are summarized for each traffic area as follows: The minimum pavement section thickness per ACI Each alternative should be investigated with respect to current material availability and economic conditions. A minimum 7 -inch thickness of rigid reinforced concrete pavement is recommended at the location of dumpsters where trash trucks park and load, and in areas of tight turning radius. Concrete pavement joint spacing should be in accordance with specifications in ACI 330R-08. For analysis of pavement costs, the following specifications should be considered for each pavement component: Pavement Component Colorado Department of Transportation Criteria Asphalt Concrete Surface Grading S or SX Aggregate Base Course Class 5 or 6 Portland Cement Concrete Class P Responsive a Resourceful ■ Reliable Preliminary Pavement Thickness (Inches) c Asphalt Aggregate Portland Traffic Area Concrete Base Cement Total Q Surface Course Concrete A 6 -- -- 6 Automobile Parking B 4 8 -- 12 (Al Class I and ACI Category A) _ C -- -- 5 5 A 7 -- -- 7 Main Traffic Corridors B 4-1/2 10 14-1/2 (Al Class III and ACI Category B) --' - -- C -- -- 6 6 The minimum pavement section thickness per ACI Each alternative should be investigated with respect to current material availability and economic conditions. A minimum 7 -inch thickness of rigid reinforced concrete pavement is recommended at the location of dumpsters where trash trucks park and load, and in areas of tight turning radius. Concrete pavement joint spacing should be in accordance with specifications in ACI 330R-08. For analysis of pavement costs, the following specifications should be considered for each pavement component: Pavement Component Colorado Department of Transportation Criteria Asphalt Concrete Surface Grading S or SX Aggregate Base Course Class 5 or 6 Portland Cement Concrete Class P Responsive a Resourceful ■ Reliable Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 GeoReport Drainage Adjacent to Pavements Clay subgrade materials will expand and/or lose stability with increases in moisture content. To reduce pavement distress due to wetting of the subgrade in areas of water intensive landscaping or other nearby water sources (or if aggregate base course is used) located adjacent to pavements, edge drains could be considered. Pavement Maintenance Future performance of pavements constructed at this site will be dependent upon several factors, including: Maintaining stable moisture content of the subgrade soils both before and after pavement construction. 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 implemented: Site grading at a minimum 2 percent grade onto or away from the pavements. Water should not be allowed to pond behind curbs. F. 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 or providing drains to reduce the risk of 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. 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 when implementing a planned pavement maintenance program. Pavement Construction Considerations Site grading is generally accomplished early in the construction phase. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated Responsive w Resourceful * Reliable 25 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant w Wheat Ridge, Colorado September 17, 2019 * Terracon Project No. 25195244 GeoReport at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. We recommend the pavement areas be rough graded and then thoroughly proofrolled with a loaded tandem axle dump truck 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 fills. All pavement areas should be moisture conditioned and properly compacted to the recommendations in this report immediately prior to paving. The placement of a partial pavement thickness for use during construction is not recommended without a detailed pavement analysis incorporating construction traffic. In addition, if the actual traffic varies from the assumptions outlined above, we should be contacted to confirm and/or modify the pavement thickness recommendations outlined above. GENERAL COMMENTS Terracon 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. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth -related 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 construction or 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. Our Scope of Services 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. Our services are for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices. Any third -party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon Responsive w Resourceful w Reliable 26 Geotechnical Engineering Report 1rerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 r Terracon Project No. 25195244 GeoReport the services and any work product is limited to our client and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. Responsive w Resourceful - Reliable 27 Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 ATTACHMENTS Responsive a Resourceful a Reliable 11'erracon GeoReport Geotechnical Engineering Report lterracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant b Wheat Ridge, Colorado GeoReport September 17, 2019 � Terracon Project No. 25195244 EXPLORATION AND TESTING PROCEDURES Field Exploration Description The locations of the borings are presented in the Exploration Plan and Boring Location Plan. The borings were located in the field by measuring with a measuring wheel from property lines and/or existing site features. The latitude and longitude coordinates of the boring locations were obtained by locating the borings on Google Earth and recording the values. The accuracy of the latitude and longitude values is typically about +/- 25 feet when obtaining the values using this method. Elevations at the borings were estimated using a level and using the rim of the sewer manhole in the parking lot north of the site as a temporary benchmark with an assigned elevation of 100.0 feet. The accuracy of the boring locations and elevations should only be assumed to the level implied by the methods used. The borings were drilled with a CME -55 truck -mounted rotary drill rig with solid -stem augers. During the drilling operations, lithologic logs of the borings were recorded by the field engineer. Relatively undisturbed samples were obtained at selected intervals utilizing a 2'/2 -inch outside diameter modified California ring barrel sampler. Bulk samples were obtained from auger cuttings. Penetration resistance values were recorded in a manner similar to the standard penetration test (SPT). This test consists of driving the sampler into the ground with a 140 -pound hammer free -falling through a distance of 30 inches. The number of blows required to advance the ring -barrel sampler 12 inches (18 -inches for standard split -spoon samplers, final 12 -inches are recorded) or the interval indicated, is recorded and can be correlated to the standard penetration resistance value (N -value). The blow count values are indicated on the boring logs at the respective sample depths, ring barrel sample blow counts are not considered N -values. An automatic hammer was used to advance the samplers in the borings performed on this site. A greater efficiency is typically achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. Published correlations between the SPT values and soil properties are based on the lower efficiency cathead and rope method. This higher efficiency affects the standard penetration resistance blow count value by increasing the penetration per hammer blow over what would be obtained using the cathead and rope method. The effect of the automatic hammer's efficiency has been considered in the interpretation and analysis of the subsurface information for this report. Responsive r Resourceful h Reliable EXPLORATION AND TESTING PROCEDURES 1 of 2 Geotechnical Engineering Report lrerracon Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado --Ge September 17, 2019 Terracon Project No. 25195244 GeORepQrt The standard penetration test provides a reasonable indication of the in-place density of sandy type materials, but only provides an indication of the relative stiffness of cohesive materials since the blow count in these soils may be affected by the soils moisture content. In addition, considerable care should be exercised in interpreting the N -values in gravelly soils, particularly where the size of the gravel particle exceeds the inside diameter of the sampler. Groundwater measurements were obtained in the borings at the time of drilling. Due to safety concerns, the borings were backfilled with auger cuttings after drilling. Some settlement of the backfill may occur and should be repaired as soon as possible. Laboratory Testing Description 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 presented in Supporting Information. At this 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 the Boring Logs were prepared. The Boring Logs are included in xploration Results. Laboratory test results are included in Exploration Resuits. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. All 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 Grain size distribution Atterberg limits Water-soluble sulfate content Swell/consolidation Responsive* Resourceful , Reliable EXPLORATION AND TESTING PROCEDURES 2 of 2 Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 SITE LOCATION AND EXPLORATION PLANS Contents: Site Location Plan Exploration Plan with Aerial Image Exploration Plan with Project Overlay Note: All attachments are one page unless noted above. Responsive E Resourceful io Reliable lrerracon GeoReport SITE LOCATION Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 16, 2019 Terracon Project No. 25195224 1 rerracon GeoReport DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY NOT INTENDED FOR CONSTRUCTION PURPOSES QUADRANGLES INCLUDE: ARVADA, CO (1/1/1994) and FORT LOGAN, CO (1/1/1994). EXPLORATION PLAN WITH AERIAL IMAGE Proposed RC467 Wheat Ridge Raising Cane's Restaurant F Wheat Ridge, Colorado September 16, 2019 � Terracon Project No. 25195224 ii e s • W1 FP11 I 1%rracon GeoReport AN I& Approximate Boring Location I; i +-- Temporary Benchmark: Sewer manhole rim. Assigned Elevation = 100.0 feet DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS PHOTO TAKEN IN 2015. STRUCTRE SHOWN HAD BEEN NOT INTENDED FOR CONSTRUCTION PURPOSES DEMOLISHED AND REMOVED FROM THE SITE PRIOR TO OUR FIELD EXPLORATION. I AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPS L7 EXPLORATION PLAN WITH PROJECT OVERLAY Proposed RC467 Wheat Ridge Raising Cane's Restaurant * Wheat Ridge, Colorado September 16, 2019 i� Terracon Project No. 25195224 1 r -16� Approximate Boring Location Temporary Benchmark: Sewer manhole rim. Assigned Elevation = 100.0 feet DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES Irerracon GeoReport AERIAL PHOTOGRAPHY PROVIDED BY MICROSOFT BING MAPS Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant Wheat Ridge, Colorado September 17, 2019 Terracon Project No. 25195244 EXPLORATION RESULTS Contents: Boring Logs (B-1 through B-2 and P-1 through P5) Swell/Consolidation Test (7 pages) Grain Size Distribution (2 pages) Summary of Laboratory Test Results (2 pages) Note: All attachments are one page unless noted above. Responsive Resourceful Reliable 1 rerracon GeoReport. 'a O Of U M W N O Q. O K a v N N N J J O z coc� 0 J F - co 2 W O BORING LOG NO. 1 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising Cane's Restaurant CLIENT: Raising Cane's Restaurants, LLC SITE: West 38th Avenue and Wadsworth Boulevar Wheat Ridge, Colorado o o 0 a LOCATION See' Latitude: 39.7679° Longitude: -105.0819° ApproAmate Surface Elev.: 105.2 (Ft.) +/- DEPTH ELEVATION Ft. _¢ a p J Z ^ ui o W ¢ O W wLL a 2 N F -LU W pDJ W W W J rn w z FW ? z O U z H S ERE A�LIIMIBTSRG co F z 0 °' LL -PL -PI FILL - SILTY SAND (SMI, with clay and gravel, calcareous, fine grained, brown, loose 3.0 102+i- 5 1 1 2 2 3 -- 2-4 12 106 FILL -SANDY LEAN CLAY (CLI, dark brown, medium stiff 6.0 99+/ - SANDY LEAN CLAY (CLI, calcareous, dark brown, soft to stiff 22.0 83+/- 3-6 500 @ 12 119 2-2 5-6 - 6-9 CLAYSTONE, brown, firm to medium hard 30.0 75+i- 11-22 1000 @f 24 101 S s 15-29 I z I Boring Terminated at 30 Feet Stratification lines are approArnate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: 4 -inch diameter solid stem continuous flight power auger See; for a description of field and laboratory procedures used and additional data (If any). See for a)planation of symbols and abbreviations. Notes: Elevation obtained using level and assigning the top tt the north edge of the sewer manhole rim located nerd to Cost Cutters (39.7685, -105.0820) an elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS 10625 W 170 Frontage Rd N, Ste 3 Wheat Ridge, CO Boring ngStarted08-09-2019 Boring Completed: 08-09-2019 � 12 feet while drilling Drill Rig: CME -55 Driller. Vine 11.2 feet upon completion of drilling Project No.: 25195224 :i i BORING LOG NO.2 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising CLIENT: Raising Cane's Restaurants, LLC Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevar Wheat Ridge, Colorado (D o Q CL LOCATION See Latitude: 39.7681° Longitude: -105.082° Approbmate Surface Elew 103.7 (Ft.) +/- DEPTH ELEVATION Ft. V x w o W Z >o ¢ i- m O d w a ¢ F inU) � j W w �` _ �u 5 N o �` F w � ~z a it ��u S ATTERBERG LIMITS w LL v w a LL -PL -PI about 3 inches FILL - CLAYEY SAND (SC►, calcareous, fine grained, brown, loose 6-6 5-9 12 108 5 7.0 98.5+/ - SILTY. CLAYEY SAND (SC -SMI, fine to medium grained, reddish brown, loose 11,40 1 5-4 18 106 22-17-5 28 SANDY LM LEAN CLAY (CLI, calcareous, brown, medium stiff 1 4-6 10 0 @sf 21 105 4-3 2 22,0 81.5+/- P Y GRADED SAND _(SP1, with silt and gravel, fine to coarse grained, brown to reddish brown, medium dense 25.0 78.5+/- 2 11-11 Boring Terminated at 25 Feet Stratification lines are appro)amate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: i 4 -inch diameter solid stem continuous flight power auger See for a description of field and laboratory procedures used and additional data (If any). Notes: Elevation obtained using a level and assigning the top of the north edge of the sewer manhole rim located ned to Cost Cutters See for e)lanation of symbols and abbreviations. (39.7685°, -105.0820°) an elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS Irerracon 10625 W 170 Frontage Rd N, Ste 3 Wheat Ridge, CO Boring Started: 08.09-2019 Boring Completed: 08-09-2019 13 feet while drilling Drill Rig: CME -55 Driller. Vine j 12.5 feet upon completion of drilling � Project No.: 25195224 BORING LOG NO. P1 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising CLIENT: Raising Cane's Restaurants, LLC Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevar Wheat Ridge, Colorado LOCATION See LIMITS W z a o ATTERBERG W v Latitude: 39.7677' Longitude: -105.0823' v >p Lu Q I— � w F_ =2 a a F- w W> W a U ,J a pU) J W J � Z (D LL-PL-PI Z w Approximate Surface Elev.: 107.7 (Ft.) +/- p ¢ � m v> O O o W w DEPTH ELEVATION Ft. O a FILL - CLAYEY SAND (SCS, fine to medium grained, brown, medium dense 30-17-13 48 6-9 14 116 5.0 102.5+/- 5 f 6 o CLAYEY SAND (SCI, calcareous, fine to medium grained, 101.5+/- 5-7 -0.1 @ 12 106 brown, loose 500 sf I I Boring Terminated at 6 Feet Stratification lines are approximate. In-situ, the transition may be gradual. advancement Method: 4-4nch diameter solid stem continuous flight power auger abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS None encountered while drilling See F= ploration and Tesf for a description of field and laboratory procedures used and additional data (If any). See for explanation of symbols and abbreviations. Irerracon 10625 W 170 Frontage Rd N, Ste 3 Wheat Ridge, CO Hammer Type: Automatic Notes: Elevation obtained using a level and assigning the top of the north edge of the sewer manhole rim located next to Cost Cutters (39.7685, -105.0820) an elevation of 100.0 feet. Started: 08-09-2019 (Boring Completed: 08-09.2019 (Drill Rig: CME -55 I Driller: Vine i No.: 25195224 C 0 U C u C C L E BORING LOG NO. P2 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising CLIENT: Raising Cane's Restaurants, LLC Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevar Wheat Ridge, Colorado c9 LOCATION See -- W Z a F o RBERG ATT MrrS LIMITS w z O >o LU ¢ U)� o _ W r� Latitude: 39.7678° Longitude: -105.0624° r J o W a w }= z a F. F W a W w z W�u LL -PL -PI 0 Appropmate Surface Bev.: 106.6 (Ft.) +�- o m Q w S w DEPTH ELEVAMON FL O a CLAYEY SAND (SCI, calcareous, fine to medium grained, brown, loose to medium dense 29-17-12 34 5-7 +1.6 @ 12 115 200 psf 5 6-9 10 11031 ' 6.0 100.5+i- Boring Terminated at 6 Feet i i i i i i i 1 1 1 Stratification lines are appro)dmate. In-situ, the transition may be gradual. Hammer Type: Automatic e Advancement Method: See for a Notes: 44nch diameter solid stem continuous flight power auger � description of field and laboratory procedures used � �' P� Elevation obtained using a level and assigning the top of the north and additional data (If any). edge of the sewer manhole rim located ne)d to Cost Cutters See for e)lanation of symbols and abbreviations. (39.7685, -105.0820) an elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS Irerracon Boring Started: 08-09-2019 Boring Completed: 06-09-2019 None encountered while drilling � Drill Rig: CME -55 Driller. Vine 0 0 10625 W 170 Frontage Rd N, Ste 3 c Wheat Ridge, CO Project No.: 25195224 BORING LOG NO. P3 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising CLIENT: Raising Cane's Restaurants, LLC Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevar Wheat Ridge, Colorado o LOCATION See w CO Lu CL An IMITSRG w o = Latitude: 39.7681' Longitude: -105.0822' v ¢ W F- � Wz ~W z F a.O M 2> F- WCIL J w J Z = o LL -PL -PI 2 0 O Approbmate Surface Elew 104.1 (Ft.) +/- o < rn LL m o U rr DEPTH ELEVATION Ft. O c a - V L, about 2 inches CLAYEY SAND /SCI, fine grained, brown, loose 30-16-14 39 5-6 11 108 5- 11 11081 -.-6.0 •6.0 98+i- Boring Terminated at 6 Feet Stratification lines are appropmate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See - - - _ for a Notes: 4 -inch diameter solid stem continuous flight power auger description of field and laboratory procedures used Elevation obtained using a level and assigning the top of the north and additional data (If any). edge of the sewer manhole rim located netd to Cost Cutters See : for explanation of symbols and abbreviations. (39.7685,-105.0820) an elevation of 100.0 feet. Abandonment Method: Boring backfilled with auger cuttings upon completion. Blow Counts not recorded for 5 foot sample. P t WATER LEVEL OBSERVATIONS Irerracon Boring Started: 08-09-2019 Boring Completed: 08-09-2019 None encountered while drilling Drill Rig: CME -55 Driller. Vine 10625 W 170 Frontage Rd N, Ste 3 Wheat Ridge, CO Project No.: 25195224 BORING LOG NO. P4 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising CLIENT: Raising Cane's Restaurants, LLC Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevard Wheat Ridge, Colorado 0 LOCATION See W Z LU F � o RG A LIMITS w z 0 Latitude: 39.7681* Longitude: -105.0821* _ � Q }} w r j J W z = FL z x a a w a w ?� z I�� LL -PL -PI v Appropmate Surface Elev.: 102.7 (Ft.) +/- o < m Q O0 S w DEPTH ELEVATION Ft. O ro a about 3 inches CLAYEY SAND (SCI, calcareous, fine grained, brown, loose to medium dense 4-6 11 107 30-16-14 44 5 6-9 e° 12 106 6.096.5+/- 500 f Boring Terminated at 6 Feet i i I I I I I r r r 1 Stratification lines are appro)dmate. tri -situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See for a Notes: 4 -inch diameter solid stem continuous flight power auger description of field and laboratory procedures used Elevation obtained using a level and assigning the top of the north and additional data (If any). edge of the sewer manhole rim located ne)d to Cost Cutters See for e)qlanation of symbols and abbreviations. (39.7685, -105.0820) an elevation of 100.0 feet. > Abandonment Method: Boring backfilled with auger cuttings upon completion. WATER LEVEL OBSERVATIONS Irerracon Boring Started: OB -09-2019 Boring Completed: 08-09-2019 None encountered while drilling Drill Rig: CME -55 g Driller Vine 0 v 10625 W 170 Frontage Rd N, Ste 3 Wheat Ridge, CO Project No.: 25195224 BORING LOG NO. P5 Page 1 of 1 PROJECT: Proposed RC467 Wheat Ridge Raising CLIENT: Raising Cane's Restaurants, LLC Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevar Wheat Ridge, Colorado (9 LOCATION See Expinrefin� Pl w Z W o- ATTERBERG LIMITS N w O J >O F u) � .-. o o F- 0 0 x Latitude: 39.7682° Longitude: -105.0823° _ uJ Q W F J W z z F LL o qa a w� J oU) w it J Qw � 0 �L9 LL -PL PI Z Appro amate Surface Elev.: 102.0 (Ft.) +/- w o Q M < m < Q W o w DEPTH ELEVA71ON Ft. O C/) a- 0.8 0.e RAVEL, about 9 inches 101.5+/ - FILL - CLAYEY SAND (SCI, fine to coarse grained, brown, loose 4-6 +0.7 @ 13 107 30-17-13 44 200 sf 4.0 ss+/_ I CLAYEY SAND (SCI, fine to coarse grained, brown 5 12 101 6.0 96+i- f Boring Terminated at 6 Feet Stratification lines are appro)amate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See fora Notes: 4- nch diameter solid stem continuous flight power auger description of field and laboratory procedures used Elevation obtained using level and assigning the top the north and additional data (If any). edge of the sewer manhole rim located next to Cost Cutters tt See for a)planation of symbols and abbreviations. (39.7685, -105.0820) an elevation of 100.0 feet. Abandonment Method: i Boring backfilled with auger cuttings upon completion. Blow Counts not recorded for 5 foot sample. WATER LEVEL OBSERVATIONS Irerracon Boring Started: 08-09-2019 Boring Completed: 08-09-2019 None encountered while drilling Drill Rig: CME -55 Driller. Vine 10625 W 170 Frontage Rd N, Ste 3 Wheat Ridge, CO Project No.: 25195224 1 S. ;F I: I: A: SWELL CONSOLIDATION TEST 1,000 PRESSURE, psf Ime 9L Specimen Identification Classification Yd, pcf WC, % 0 11 4 - 5 ft I FILL - SANDY LEAN CLAY (CL) 119 I 12 NOTES: Water was added at 500 psf. PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant 1 rerracon SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N, Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC Wheat Ridge, Colorado 0 .. a SWELL CONSOLIDATION TEST 100 1,000 10,000 PRESSURE, psf Specimen Identification Classification 1 24 - 25 ft I CLAYSTONE NOTES: Water was added at 1000 psf. %, Pd WC, % 101 1 24 I PROJECT: Pri, —oposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon _ SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N. Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC Wheat Ridge, Colorado s 6 4 N F- 0 ii W g 2 0 .. a SWELL CONSOLIDATION TEST 100 1,000 10,000 PRESSURE, psf Specimen Identification Classification 1 24 - 25 ft I CLAYSTONE NOTES: Water was added at 1000 psf. %, Pd WC, % 101 1 24 I PROJECT: Pri, —oposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon _ SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N. Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC Wheat Ridge, Colorado SWELL CONSOLIDATION TEST 100 1,000 PRESSURE, psf Specimen Identification Classification • 12 14 - 15 ft 1 SANDY LEAN CLAY (CL) NOTES: Water was added at 1000 psf. I u,uuu Td, pcf WC, % 105 1 21 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon S SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N. Ste 3 Boulevard Wheat Ridge. CO CLIENT: Raising Cane's Restaurants, LLC S Wheat Ridge, Colorado 8- 646- 4— LU W 5 2 SWELL CONSOLIDATION TEST 100 1,000 PRESSURE, psf Specimen Identification Classification • 12 14 - 15 ft 1 SANDY LEAN CLAY (CL) NOTES: Water was added at 1000 psf. I u,uuu Td, pcf WC, % 105 1 21 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon S SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N. Ste 3 Boulevard Wheat Ridge. CO CLIENT: Raising Cane's Restaurants, LLC S Wheat Ridge, Colorado 0 8 6- 4- 4 r 0 g 2- 2 0 Q SWELL CONSOLIDATION TEST 100 1,000 PRESSURE, psf Specimen Identification Classification P1 5 - 6 ft FILL - CLAYEY SAND (SC) NOTES: Water was added at 500 psf. PROJECT: Proposed RC467 Wheat Ridge Raising Cane's Restaurant SITE: West 38th Avenue and Wadsworth Boulevard ! Wheat Ridge, Colorado i 10,000 Yd, pcf WC, % _1_ 106 12 1 PROJECT NUMBER: 25195224 Irerracc) 10625 W 170 Frontage Rd N. Ste 3 Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC m SWELL CONSOLIDATION TEST B. -2 100 1,000 1 0,000 PRESSURE, psf Specimen Identification Classification 10 1 P2 2- 3 ft CLAYEY SAND (SC) NOTES: Water was added at 200 psf. %, Pd WC, % 115 1 12 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon - SITE: West 38th Avenue and Wadsworth S 10625 W 170 Frontage Rd N. Ste 3 Boulevard Wheat Ridge CO CLIENT: Raising Cane's Restaurants, LLC 5 Wheat Ridge, Colorado SWELL CONSOLIDATION TEST 8 6- 4- 2- 01111— _j 42J Q -2- -4- -6- -8 2-6-8 100 1,000 PRESSURE, psf Specimen Identification Classification P4 5 - 6 ft FILL - CLAYEY SAND (SC) NOTES: Water was added at 500 psf. 10,000 Ya, pcf WC, % 106 1 12 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N, Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC Wheat Ridge, Colorado SWELL CONSOLIDATION TEST -2 -4 3 B 100 1,000 1 U, UUU PRESSURE, psf Specimen Identification Classification • I P5 2 - 3 ft FILL - CLAYEY SAND (SC) NOTES: Water was added at 200 psf. Xd , pCf WC, % 107 I 13 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon 6 SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N, Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC �, Wheat Ridge, Colorado 8 6 4 m N m F D l7 W g 2 -2 -4 3 B 100 1,000 1 U, UUU PRESSURE, psf Specimen Identification Classification • I P5 2 - 3 ft FILL - CLAYEY SAND (SC) NOTES: Water was added at 200 psf. Xd , pCf WC, % 107 I 13 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant Irerracon 6 SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N, Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC �, Wheat Ridge, Colorado (, 00 N g a 2 W 10C 9° 9C K $C 7° 7C 6E 2 6C >- 55 m Z5C LL H 45 Z W 4C W 0 35 3C 25 2C 15 10 5 0 GRAIN SIZE DISTRIBUTION ASTM D422 / ASTM C136 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS HYDROMETER 100 10 1 0.1 0.01 0.001 i GRAIN SIZE IN MILLIMETERS SAND COBBLES --- GRAVEL i_ SILT OR CLAY coarse fine I medium fine Boring ID Depth USCS Classification AASHTO Classification WC (%) LL PL PI Cc Cu i • 2 9-10 SILTY, CLAYEY SAND (SC -SM) A-2-4(0) 18 22 17 j 5 W P1 0 - 5 CLAYEY SAND (SC) A-6(3) 30 17 13 A -P2 0 --5 - CLAYEY SAND -(SC)— - - A-2-6 (0) - 29 -17-- 12 * P3 0-5 CLAYEY SAND (SC) A-6(2) 30 16 14 Boring ID Depth D100 D, D, Dto %Gravel %Sand %Silt %Fines %Clay 0 2 9-10 1 4.75 0.197 0.079 0.0 71.5 1 28.5 m P1 0 - 5 19 0.139 8.7 43.3 48.0 • P2 0 - 5 I 19 0.245 12.9 53.5 33.6 * P3 0 - 5 1 19 0.179 8.9 52.4 38.7 PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant 1 rerracon SITE: West 38th Avenue and Wadsworth 10625 W 170 Frontage Rd N. Ste 3 Boulevard Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC Wheat Ridge, Colorado GRAIN SIZE DISTRIBUTION ASTM D422 / ASTM C136 h U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS HYDROMETER 6 4 3 2 1.5 11 /2 3J8 3 4 6 810 1416 20 30 40 50 60 100 140 200 10071 95 90--- 8 80--- 75--- 65--- 60--- 1 0756560 m 55 Z 50 u - H 45 z w 40 W a 35 30 25 20 15 10 5- 0- 100- 0100 10 1 0.1 0.01 0.001 ca GRAIN SIZE IN MILLIMETERS N COBBLES GRAVEL SAND I SILT OR CLAY Z Z i coarse fine I coarse medium fine Boring ID Depth USCS Classification AASHTO Classification WC (%) LL PL PI Cc Cu Ir ; t P4 0 - 5 CLAYEY SAND (SC) A-6 (3) 30 16 14 CL w. 1 P5 0 - 5 CLAYEY SAND (SC) A-6 (2) 30 17 13 z o1 K 0 0 Boring ID Depth D100 D60 D, D10 %Gravel %Sand %Silt %Fines %Clay • P4 0 - 5 12.5 0.138 2.6 53.5 44.0 a LU LL m P5 0 - 5 19 0.147 8.5 47.5 44.0 a - J 0 2 K �L Q h W PROJECT: Proposed RC467 Wheat Ridge PROJECT NUMBER: 25195224 Raising Cane's Restaurant 1 rerracon > _ o SITE: West 38th Avenue and Wadsworth < 10625 W 171 Frontage Rd N, Ste 3 cr Boulevard I Wheat Ridge, CO CLIENT: Raising Cane's Restaurants, LLC O Il a Wheat Ridge, Colorado J , SUMMARY OF LABORATORY TEST RESULTS Proposed RC467 Wheat Ridge Raising Cane's Restaurant - Wheat Ridge, Colo Terracon Project No. 25195224 Notes: Initial Dry Density and Initial Water Content are in-situ values unless otherwise noted. = Partially disturbed sample = Compression/settlement NV = no value NP = non -plastic Remarks: 1 Remolded Compacted density (about 95% of ASTIvI D698 maximum density near optimum me 2 Remolded Compacted density (about 95% of ASTM D1557 maximum density near optimum n 3 Water added to sample 4 Dry density and/or moisture content determined from one ring of a multi -ring sample 5 Minus #200 Only 6 Moisture -Density Relationship Test Method ASTM D698/AASHTO T99 7 Moisture -Density Relationship Test Method ASTM D1557/AASHTO T180 Swell/Consolidation Particle Size Distribution, Percent Passing by Weight Initial Boring Depth uSCS Water Initial Dry No. (ft.) Class. Content Density (pcf) ar Surche g (%) (ksf) Swell (%) 3/4" 94 #10 #40 #200 1 2 SM 12 106 1 4 CL 12 119 0.5 +1.0 1 24 24 101 1.0 +3.0 2 4 SC 12 108 2 9 SC -SM 18 106 100 100 100 85 28 2 14 CL 21 105 1.0 -0.3 P1 0 - 5 SC 100 91 87 79 48 P1 2 SC 14 116 P1 5 SC 12 106 0.5 -0.1 P2 0 - 5 SC 100 87 82 70 34 P2 2 SC 12 115 0.2 +1.6 P2 5 SC 10 103 P3 0 - 5 I SC 100 91 89 80 39 P3 2 SC 11 108 P3 4 SC 11 108 P4 0 - 5 SC 100 97 96 86 44 P4 2 4 SC SC 11 12 107 P4 106 0.5 0.0 Notes: Initial Dry Density and Initial Water Content are in-situ values unless otherwise noted. = Partially disturbed sample = Compression/settlement NV = no value NP = non -plastic Remarks: 1 Remolded Compacted density (about 95% of ASTIvI D698 maximum density near optimum me 2 Remolded Compacted density (about 95% of ASTM D1557 maximum density near optimum n 3 Water added to sample 4 Dry density and/or moisture content determined from one ring of a multi -ring sample 5 Minus #200 Only 6 Moisture -Density Relationship Test Method ASTM D698/AASHTO T99 7 Moisture -Density Relationship Test Method ASTM D1557/AASHTO T180 SUMMARY OF LABORATORY TEST RESULTS Proposed RC467 Wheat Ridge Raising Cane's Restaurant - Wheat Ridge, Colo Terracon Project No. 25195224 Swell/Consolidation Particle Size Distribution, Percent Passing by Weight Initial Initial Dry Boring Depth uSCS Water No. (ft. Class. Content Density (pct Surcharge Swell (%) 3/4" #4 #10 #40 #200 N (ksf) P5 0-5 SC P5 2 SC P5 4 J SC Notes: Initial Dry Density and Initial Water Content are in-situ values unless otherwise noted. = Partially disturbed sample = Compression/settlement NV = no value NP = non -plastic Remarks: 1 Remolded Compacted density (about 95% of ASTM D698 maximum density near optimum m< 2 Remolded Compacted density (about 95% of ASTM D1557 maximum density near optimum n 3 Water added to sample 4 Dry density and/or moisture content determined from one ring of a multi -ring sample 5 Minus #200 Only 6 Moisture -Density Relationship Test Method ASTM D698/AASHTO T99 7 Moisture -Density Relationship Test Method ASTM D1557/AASHTO T180 Geotechnical Engineering Report Proposed RC467 Wheat Ridge Raising Cane's Restaurant e, Wheat Ridge, Colorado September 17, 2019 M Terracon Project No. 25195244 SUPPORTING INFORMATION Contents: General Notes Unified Soil Classification System Note: Al attachments are one page unless noted above. Responsive w Resourceful a Reliable lrerracon 6eoReport GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS CONSISTENCY OF FINE-GRAINED SOILS BEDROCK SOILS Water Initially Encountered (HP) Hand Penetrometer (More than 50% retained on No. 200 sieve.) (50 % or more passing the No. 200 sieve.) Auger Shelby Tube Split Spoon Density determined by Water Level After a Specified Period of Time (T) Torvane Standard Penetration Resistance field visual -manual procedures or standard penetration e J Water Level After Specified Period of Time to � (blf) Standard Penetration Descriptive Standard � Descriptive W a � Test {blows per foot) Standard Penetration or Descriptive Z J Rock Macro Modified Core Core California W J Water levels indicated on the soil boring W � N N value N -Value Sampler a Ring Sampler � logs are the levels measured in the 0 N -Value glows/Ft. Blows/Ft. (Consistency) � Blows/Ft. W borehole at the times indicated. J W Photo-Ionization Detector (PID) Groundwater level variations will occur time In low sods, LL Ring Sampler W H level observations over permeability 0 - 5 {OVA) Organic Vapor Analyzer less than 500 0-1 < 3 Grab No Modified < 20 accurate determination of groundwater Sample Recovery Dames 8 Moor levels is not possible with short ~ t' Loose 4-9 6 - 14 Soft 500 to 1,000 2 �-4 3-5 DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil 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. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. � Medium Dense 10-29 15-46 Medium -Stiff 1,000 to 2,000 4 - 8 6-10 F61-96 30-49 Medium Hard � Dense 30-50 47-79 Stiff 2,000 to 4,000 8 -15 11 - 18 50-79 Hard Very Dense > 50 > 80 Very Stiff 4,000 to 8,000 15-30 19-36 > 96 >79 Very Hard Hard > 8,000 > 30 > 36 1 1 i RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) Percent of Maior Component Particle Size of other constituents Dry Weiciht of Sample Trace < 15 Boulders Over 12 in. (300 mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75mm) 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 Tenn Us Percent of Ter Plasticity Index of other constituents Dry Weight Non-plastic 0 Trace < 5 Low 1 -10 With 5-12 Medium 11-30 Modifier > 12 High > 30 1 rerracon GeoReport RELATIVE DENSITY OF COARSE-GRAINED CONSISTENCY OF FINE-GRAINED SOILS BEDROCK SOILS (More than 50% retained on No. 200 sieve.) (50 % or more passing the No. 200 sieve.) Density determined by Consistency determined by laboratory shear strength testing, Standard Penetration Resistance field visual -manual procedures or standard penetration Includes ravels sands and silts. resistance Descriptive Standard Ring Descriptive Unconfined Standard Penetration or Ring Ring Standard Penetration or Descriptive � Term Penetration or Sampler Term Compressive N -Value Sampler Sampler N -Value Term � (Density) N -Value glows/Ft. Blows/Ft. (Consistency) Strength, Blows/Ft. Blows/Ft. Blows/Ft. Blows/Ft. (Consistency) Qu, psf term water Ring Sampler W H level observations 0-3 0 - 5 RELATIVE DENSITY OF COARSE-GRAINED CONSISTENCY OF FINE-GRAINED SOILS BEDROCK SOILS (More than 50% retained on No. 200 sieve.) (50 % or more passing the No. 200 sieve.) Density determined by Consistency determined by laboratory shear strength testing, Standard Penetration Resistance field visual -manual procedures or standard penetration Includes ravels sands and silts. resistance Descriptive Standard Ring Descriptive Unconfined Standard Penetration or Ring Ring Standard Penetration or Descriptive � Term Penetration or Sampler Term Compressive N -Value Sampler Sampler N -Value Term � (Density) N -Value glows/Ft. Blows/Ft. (Consistency) Strength, Blows/Ft. Blows/Ft. Blows/Ft. Blows/Ft. (Consistency) Qu, psf W H -- Very Loose 0-3 0 - 5 Very Soft less than 500 0-1 < 3 < 24 < 20 Soft ~ t' Loose 4-9 6 - 14 Soft 500 to 1,000 2 �-4 3-5 20-29 Firm Z - � Medium Dense 10-29 15-46 Medium -Stiff 1,000 to 2,000 4 - 8 6-10 F61-96 30-49 Medium Hard � Dense 30-50 47-79 Stiff 2,000 to 4,000 8 -15 11 - 18 50-79 Hard Very Dense > 50 > 80 Very Stiff 4,000 to 8,000 15-30 19-36 > 96 >79 Very Hard Hard > 8,000 > 30 > 36 UNIFIED SOIL CLASSIFICATION SYSTEM A Based on the material passing the 3 -inch (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. ° 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 z E Cu = DBo/D10 CiC = (D3o) D10 x D 6 F If soil contains >_ 15% sand, add "with sand" to group name. G If fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. 60 T, I e ' 50 , 6 40 — Equation of "U" - line G� � Vertical at LL=16 to PI=7, then PI=0.9 O� MH or OH CL -ML ML or OIL i o " If fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add 'with gravel" to group name. ' 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. ` 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. ° PI < 4 or plots below "A" line. P PI plots on or above "A" line. a PI plots below "A" line. 30 10 7 4 0 0 I i For classification of fine-grained soils and fine-grained fraction of coarse-grained soils - Equation of "A" -line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL -20) 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) lrerral con GeoReport Soil Classification Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Group Group Name" Symbol Gravels: 1 Clean Gravels: E-' Cu >_ 4 and 1 < Cc < 3 GW Well -graded gravel F More than 50% of Less than 5% fines c Cu < 4 and/or 1 > Cc > 3 E GP Poorly graded gravel F coarse fraction retained - - -- Gravels with Fines: - Fines classify as ML or MH GM Silty gravel F.c," Coarse Grained Soils: on No. 4 sieve More than 12% fines ° Fines classify as CL or CH GC Clayey gravel F•c•" - More than 50% retained Sands: Clean Sands: Cu > 6 and 1 < Cc < 3 E SW Well -graded sand' on No. 200 sieve i 50% or more of coarse Less than 5% fines ° Cu < 6 and/or 1 > Cc > 3 E SP Poorly graded sand' fraction passes No. 4 -- — Sands with Fines: - - -- Fines classify as ML or MH SM Silty sand c"' sieve More than 12%fines ° Fines classify as CL or CH SC Clayey sand'," PI > 7 and plots on or above A" line' CL Lean clay K,L,M - -- Silts and Clays: Inorganic: - -- -- - - --- PI < 4 or plots below "A" line' ML SiItK,L,M Liquid limit less than 50 Liquid limit oven drj Organic clay K•L,M,N Fine -Grained Soils: ( Organic: -i, -- <0.75 Liquid not dri OL KL• •M,°limit Organic silt 50% or more passes the - — PI plots on or above "A" line CH Fat clay K,L,M No. 200 sieve • Silts and Clays: Inorganic: ---- -`-- PI plots below "A" line MH KLM Elastic Silt Liquid limit 50 or more C Organic:<0.75 Liquid limit oven dried Liquid limit not dried OH Organic clay K.L,M F KLMC — - - Organic silt Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3 -inch (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. ° 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 z E Cu = DBo/D10 CiC = (D3o) D10 x D 6 F If soil contains >_ 15% sand, add "with sand" to group name. G If fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. 60 T, I e ' 50 , 6 40 — Equation of "U" - line G� � Vertical at LL=16 to PI=7, then PI=0.9 O� MH or OH CL -ML ML or OIL i o " If fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add 'with gravel" to group name. ' 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. ` 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. ° PI < 4 or plots below "A" line. P PI plots on or above "A" line. a PI plots below "A" line. 30 10 7 4 0 0 I i For classification of fine-grained soils and fine-grained fraction of coarse-grained soils - Equation of "A" -line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL -20) 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) lrerral con GeoReport City of Wheatj�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR OR 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: 3609 Wadsworth Blvd. General Contractor: _ Embree Construction Group FORM WILL NOT BE ACCEPTED )YI'I'H MISSING INFORMATION Company Name:_r� �', �(.� Contact Phone #: Wheat Ridge Contractor License #: OZV 0 j (required field) Printed Name of Authorized Agent ignature ofAut ar 4. Agent 1 2-3 zte� Date I**, t' City of eat jd COMMUNITY DEVELOPMENT' �—�g 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: 3609 Wadsworth Blvd. General Contractor: Embree Construction Group FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Arens Electric, Inc. Contact Phone#: 303-761-1289 Wheat Ridge Contractor License #: 22442 (required field) State License #: 1951 Master License #: 27047 Jeffrey J Mueller Printed Name of Authorized Agent ignat!reofhor�ized Agent _^ 01/23/2020 Date City of Wh6,atPsj.,d gc 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: 3609 Wadsworth Blvd. General Contractor: Embree Construction Group Company Name: Pk�-v ,bS `' n "5 C (c"Srs Contact Phone #: 303' �'I JU - �'ZZ Wheat Ridge Contractor License #: 0.009 —7 (required field) State License #: tc. c);x \ \Z- 3 Master License #: �Nn P- ©OI Printed Name of Authorized Agent I Lv- b�� k 1 -2 -z- ) Signature bf Authorized Agent Date City of ' W heat Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 October 2, 2019 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3609 Wadsworth Boulevard CURRENT ADDRESS: Vacant Land • Subdivision: Corners Filing No. 1, southern part of Lot 26, Section Parcel #: 39-262-01-013 AUTHORIZED BY DISTRIBUTION: DATE: 1 (0 / / 1. Property Owner 2. AddressingAieffco.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, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickreyAusps.gov; mariann.szasz(a)usps.gov; carmen.s.suarezAusps.gov; theresa. a.kraftAusps. gov 6. Xcel Energy, Jacob.van.laereAxcelenergy.com 7. Century Link, robert.davisncen link.com; rachel.weaverAcenturylink.com 8. Comcast, scott_moore(acable.comcast.com 9. WR Water District: barry@wrwdistrict.com 10. WR Sanitation District: bwillisAmartinmartin.com; info ,wheatridgesanitation.com; mbakarichAmorainco.com; 11. Fire Department: 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. DATE: www.ci.wheatridge.co.us Site Vicinity Map i I D NOT A PARTa TTS r1 IT1LII11.1.111 iz I `Z '0l 1 TEMPoiIARY ADEWALI: # 4 Waoswo& Bind (STMUZEDSEEDAND "WQNM { ANTBOPATED 3837 EARLY MME 2) � I Waeswor&l8tvd �. TEhtPORARYSDEWAIK ~ � I (STABIUZ ED AREA FOR CONSTRUCTION II L STAGINGS D f IN TTTTTi-TrT7T'IT n '+IIRlUW . n : TT1T' a'JTCIPATED - r�EA�ARL'r P ASE 2; 3545 Wadsworth 8Nd V A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Com.-► `.. Permit Number: FL ❑ No one available for inspecti Re -Inspection required: Ye When corrections have been made, schglule for re -inspection online at: http //www.ci.wheatridge.co.uslinspection �^ .•-----�- 1 Da �' `� nsaecto"' � `F A__