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2021-03-01 (Regular) Meeting Agenda Packet
Please note: If you have a disability and need auxiliary aids or services, please notify the City of Englewood (303-762-2405) at least 48 hours in advance of when services are needed. Teleconferenced Englewood, CO 80110 AGENDA Teleconferenced City Council Regular Meeting Monday, March 1, 2021 ♦ 6:00 PM This City Council Special / Regular meeting will be held by teleconference. To view the meeting, please follow this link to our YouTube live stream link: https://www.youtube.com/watch?v=JABSWfS39yk 1. Call to Order 2. Pledge of Allegiance 3. Roll Call 4. Study Session Topic a. Director of Communications Chris Harguth will be present with representatives from the Architerra Group to dicuss with City Council the adoption of "Wooded Nook" as the design concept for the master plan. Presentation: 15 minutes Discussion: 20 minutes Direction Wayfinding - Pdf b. Director of Public Works Maria D'Andrea and Director of Finance Jackie Loh will be present with representatives from the city's Municipal Advisor, Stifel, Nicolaus & Company, Inc., as well as the city's Bond Counsel, Kutak Rock, LLP, to discuss an overview of the process and schedule for issuing Stormwater Enterprise Revenue Bonds. Presentation: 20 minutes Discussion: 30 minutes Information Bond - Pdf 5. Appointments, Communications, Proclamations, and Recognition a. Covid -19 Memorial Day Proclamation Proclamation 6. Consideration of Minutes of Previous Session a. Minutes of the Regular City Council Meeting of February 16, 2021. City Council Regular - 16 Feb 2021 - Minutes - Pdf 7. Recognition of Scheduled Public Comment The deadline to sign up to speak for Scheduled Public Comment is Wednesday by 5 p.m., prior to the meeting, through the City Clerk’s Office. This is an opportunity for the public to address City Council. Page 1 of 367 Englewood Teleconferenced City Council Regular Agenda March 1, 2021 Please note: If you have a disability and need auxiliary aids or services, please notify the City of Englewood (303-762-2405) at least 48 hours in advance of when services are needed. There is an expectation that the presentation will be conducted in a respectful manner. Council may ask questions for clarification, but there will not be any dialogue. Please limit your presentation to five minutes. Written materials for presentation to Council may be submitted to the City Clerk. a. Kathleen Bailey, an Englewood resident, sent the attached written public comment to address Council. K.Bailey Public Comment 3.1.21 b. Marcy Brown, an Englewood resident, will address Council. 8. Recognition of Unscheduled Public Comment If you would like to sign-up to speak for public comment at the upcoming City Council meeting on Monday, March 1st, please visit https://englewoodco.zoom.us/webinar/register/WN_Na0rCAM8Rua04-sXAxz61w and register! You will receive a unique and personalized invitation by email to join the meeting. Every speaker who wants to register should sign-up with their own email address. If you do not have an email address or if you have any questions regarding this process, please reach out to the City Clerk's Office at CityClerk@englewoodco.gov or call 303-762-2430. Citizens may also submit written public comments to the City Clerk's Office at CityClerk@englewoodco.gov until 12 p.m. Tuesday, March 2nd. This is an opportunity for the public to address City Council. There is an expectation that the presentation will be conducted in a respectful manner. Council may ask questions for clarification, but there will not be any dialogue. Please limit your presentation to 3 minutes. Council Response to Public Comment. 9. Consent Agenda Items a. Approval of Ordinances on First Reading i. CB 07 - First Reading of an Amendment to Title 7, Chapter 1A - Care Of Animals CB 07 - Pdf Staff recommends City Council approve a Bill for an Ordinance making amendments to Title 7, Chapter 1A. Staff: Interim City Attorney Alex Dorotik b. Approval of Ordinances on Second Reading. i. CB 04 - Amendment to Title 2 Boards and Commissions CB 04 - Pdf Staff recommends City Council approve, by Ordinance, updates regarding Title 2 Boards and Commissions. Staff: Interim City Attorney Alex Dorotik c. Resolutions and Motions i. Approval of Change Order with Keesen Landscape Services for EEF Snow & Ice Page 2 of 367 Englewood Teleconferenced City Council Regular Agenda March 1, 2021 Please note: If you have a disability and need auxiliary aids or services, please notify the City of Englewood (303-762-2405) at least 48 hours in advance of when services are needed. Control Services Keesen - Pdf Staff recommends City Council approve, by Motion, change order No.1 to supplement the current snow & ice removal contract to ensure adequate funds are available for the remainder of the snow season. Staff: Facilities Project Manager John Donakowski ii. Modernization of the RTD elevator at the Englewood Station in the amount of $133,236.00. RTD - Pdf Staff recommends that the City Council approve, by Resolution, a contract with Thyssenkrupp for the modernization of the RTD elevator at the Englewood Station in the amount of $133,236.00. Staff: Facilities Project Manager John Donakowski 10. Public Hearing Items 11. Ordinances, Resolutions and Motions a. Approval of Ordinances on First Reading i. CB 05 - Vacation of a portion of South Huron St - WH PUD Site Development Plan CB 05 - Pdf Staff recommends City Council approve a Bill for an Ordinance regarding WH Investments' request for a vacation of the public right-of-way. Staff: Planning Manager Wade Burkholder and Planner II Erik Sampson ii. CB 06 - Vacation of a portion of West Cornell Ave right-of-way and a portion of the associated alley - WH PUD Site Development Plan CB 06 - Pdf Staff recommends City Council approve a Bill for an Ordinance regarding WH Investments' request for a vacation of public the right-of-way. Staff: Planning Manager Wade Burkholder and Planner II Erik Sampson iii. CB 08 - First Reading on WH PUD Site Development Plan for Winslow Crane, 3001 S. Galapago Street CB 08 - Pdf Staff recommends City Council approve a Bill for an Ordinance on the WH PUD Site Development Plan. Staff: Planning Manager Wade Burkholder and Planner II Erik Sampson b. Approval of Ordinances on Second Reading c. Resolutions and Motions 12. Covid-19 Update 13. General Discussion a. Mayor's Choice Page 3 of 367 Englewood Teleconferenced City Council Regular Agenda March 1, 2021 Please note: If you have a disability and need auxiliary aids or services, please notify the City of Englewood (303-762-2405) at least 48 hours in advance of when services are needed. b. Council Members' Choice 14. City Manager’s Report 15. City Attorney’s Report 16. Adjournment Page 4 of 367 STUDY SESSION TO: Mayor and Council FROM: Chris Harguth DEPARTMENT: Communications DATE: March 1, 2021 SUBJECT: Wayfinding and Placemaking Master Plan DESCRIPTION: Staff is asking City Council to adopt "Wooded Nook" as the design concept for the master plan. RECOMMENDATION: Staff recommends that City Council formally adopt the Wayfinding and Placemaking Master Plan. PREVIOUS COUNCIL ACTION: City council directed staff and the wayfinding consultant Architerra Group to move forward with "Wooded Nook" as the concept for wayfinding and placemaking in the master plan. Changes were requested as follows: 1.) Make colors brighter and more consistent with the City's branding (Wink) 2.) Incorporate placemaking elements of "Love, Englewood" into Wooded Nook (multiple Councilmembers) 3.) Make fonts larger for legibility on vehicular directionals (Olson) SUMMARY: Staff has been working closely with the Architerra Group since the last wayfinding and placemaking study session to complete the Wayfinding and Placemaking Master Plan. ANALYSIS: Per Council's direction, the plan has incorporated "Wooded Nook" as the final concept, with some elements of "Love, Englewood" added to the placemaking recommendations. The plan also includes direction on design features, colors, fonts, and an inventory of signs recommended for replacement. Other placemaking opportunities and ideas have also been incorporated into the plan. FINANCIAL IMPLICATIONS: The plan itself has been funded, but Council should consider annual capital allocations towards placemaking elements that can increase walkability, safety and a sense of identity for the community. Staff recommends $100,000 annually for the next four years. CONNECTION TO STRATEGIC PLAN: Neighborhoods Section: "Provide grants or other funding to create distinguishing characteristics such as street signs, creative crosswalks, neighborhood wayfinding, and placemaking." Page 5 of 367 CONCLUSION: This project was borne out of the need for comprehensive and effective urban wayfinding signage throughout the city of Englewood. It has been noted by staff and stakeholders that the existing signage is minimal in scope and does not address the wide spectrum of needs that exist throughout the city. This document provides a framework for discussion, prioritization, and implementation. ATTACHMENTS: Wayfinding & Placemaking Masterplan Page 6 of 367 prepared by: City Englewood Wayfinding and Placemaking Guide FEBRUARY 2021 of DRAFTPage 7 of 367 Page 8 of 367 ofTABLE CONTENTS of Page 9 of 367 Page 10 of 367 CCENAcknowledgments Section I: Overview and Introduction Introduction to the Document.....................................................................................................1 Who Should Use This Document..............................................................................................2 What Design Guidelines Do and Don’t Do..............................................................................4 Section II: Wayfinding and Placemaking Identity What is Wayfinding............................................................................................................................7 What is Placemaking.........................................................................................................................8 Development of Identity................................................................................................................10 Design Features of the Wooded Nook..................................................................................16 Color Palette and Icon Legend....................................................................................17 Sign Typologies.................................................................................................................................18 Sign Inventory....................................................................................................................................22 Section III: Wayfinding Design Guidelines Wayfinding Principles.....................................................................................................................25 Vehicular Signs.................................................................................................................................26 District Wayfinding...........................................................................................................26 Amenity Wayfinding.........................................................................................................27 Banner Confirmation......................................................................................................28 Pedestrian Signs..............................................................................................................................29 Amenity Wayfinding.........................................................................................................29 Banner Confirmation........................................................................................................30 Section IV: Placemaking Design Guidelines Placemaking Principles.................................................................................................................31 Gateway Signs..................................................................................................................................32 Horizontal Gateway...........................................................................................................32 Vertical Gateway................................................................................................................33 Vehicular Signs and Features.....................................................................................................34 Bridge Gateway..................................................................................................................34 Secondary Gateway..........................................................................................................34 Gateway Map......................................................................................................................36 Flag/Banner Signs............................................................................................................38 Pedestrian Signs and Features...................................................................................................39 Pedestrian Interpretive Signs........................................................................................39 Site Furniture......................................................................................................................40 Large Planter.......................................................................................................................41 Crosswalk Painting...........................................................................................................42 Other Placemaking Opportunities.............................................................................................43 Section V: Appendix Questionnaire Results Table of Contents Page 11 of 367 Page 12 of 367 Acknowledgments This document is a culmination of a year long collaborative design process. It is the effort of these organizations and individuals that made it possible. Englewood City Council: Linda Olson, Mayor Othoniel Sierra, Mayor Pro Tem Joe Anderson, Council Member Dave Cuesta, Council Member Rita Russell, Council Member John Stone, Council Member Cheryl Wink, Council Member City of Englewood: J. Shawn Lewis, City Manager Chris Harguth, Communications Director John Voboril, Community Development Lucia Maguson, Communications Chris Groth, Traffic Operations Wayfinding and Placemaking Task Force: John Stone, Council Member Cheryl Wink, Council Member J. Shawn Lewis, City Manager Chris Harguth, Communications Director John Voboril, Community Development Lucia Maguson, Communications Chris Groth, Traffic Operations David Carroll, Englewood Chamber of Commerce Cortney Stell, Blake Cube Art Gallery Tim Vacca, Museum of Outdoor Arts Kendall Smith, Citizen Volunteer Design Team: The Architerra Group: Mark Taylor, PLA, ASLA, Principal-in-Charge Lesanne Dominguez, PLA, ASLA, Project Manager Kara Scheetz, ASLA, Project Designer Cassidy Bowman, ASLA, Project Designer Kendrick Wyman, ASLA, Project Designer P2 Solutions: Wendy Lowe, Facilitator 5 ACKNOWLEDGMENTS CCE NCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 13 of 367 This page left intentionally blank. Page 14 of 367 SECTION 1 OVERVIEW & INTRODUCTION Page 15 of 367 Page 16 of 367 Wayfinding is a strategy that is set in place to connect people to places of interest by guiding them through their physical environment. Wayfinding can enhance the overall experience of a place, support a branding or identity of a place, and provide a sense of inclusion. This project was borne out of the need for comprehensive and effective urban wayfinding signage throughout the city of Englewood. It has been noted by staff and stakeholders that the existing signage is minimal in scope and does not address the wide spectrum of needs that exist throughout the city. This document provides a framework for discussion, prioritization, and implementation. In addition to the wayfinding signage recommendations outlined, this document also provides placemaking opportunities and ideas for implementation at an economically viable scale throughout the city. Used in conjunction with the wayfinding guidance these opportunities will support the identity developed by the wayfinding signage and establish a unique sense of place. 1 CCE NOVERVIEW and INTRODUCTION CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEIntroduction to the Document Page 17 of 367 This document should be used by anyone charged with the implementation of the design elements on behalf of the city. This may include, but is not limited to: City staff including City Manager’s Office staff, Communications Department staff, Parks and Recreation staff, project managers, and sign designers; Consultants hired by the city including graphic designers, environmental graphic designers, and landscape architects; Contractors, fabricators, and installers; Anyone else responsible for the design, fabrication, installation, or management of signs or placemaking elements within the city boundary. 2 CCE NOVERVIEW and INTRODUCTIONCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEWho Should Use this Document Page 18 of 367 Manage and Update the Document For the management of this document, we recommend that the city determine a single point of contact whether that be a single staff member or a single committee made up of 2-4 staff members. This will ensure there is someone who can be consulted for questions about how to implement the recommendations in this document appropriately. This document is a working file that should be managed, referenced, and updated regularly. This is more effectively done by one or two staff members to ensure that changes are made in a consistent manner. Information in this Document This document gives the reader an organizational structure for sign types, called typologies. Organizing signs by typology allows the city to determine what signs to install and where to install them. This helps discussions and design modifications as well because the following typology discussions include information about use and function. The manager of the document should update it regularly, with any changes that are implemented. As signs are installed, used, maintained, and subject to users and the outdoor elements, modifications may be necessary. Additionally, there may be a need to modify material recommendations based on availability changes or graphic updates as the city logos and other graphics are updated. Any change that is necessary to make to a sign should be updated in this document - the text, graphics, and details. That will ensure the document is always up to date and the next project can benefit from the previous project’s lessons learned. 3 CCE NOVERVIEW and INTRODUCTION CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 19 of 367 These guidelines illustrate the design intent for the elements found within these pages. This document is intended to be flexible - meaning that it allows for variations where appropriate or necessary. Design guidelines allow for site-specific interpretation of the information portrayed. However, where the guidelines can be followed, they should be followed. Extreme or frequent variation to the information shown here will create a break in the consistency that is a major goal of this document. DO Design guidelines DO help the reader support a consistent image and message. Design guidelines DO provide a single point of reference for the overall design intent regarding wayfinding signage and placemaking opportunities. Design guidelines DO have the ability to change with appropriate process and approvals. If there is a need to modify information found within due to a change in material availability, construction methods, or update in city branding, the design guideline document can be edited to reflect these changes. DON’T Design guidelines DON’T detail the ways that one might vary the information. For that reason, a designer should be utilized to interpret the information shown within. Someone with the education and experience in developing site-specific design elements will have the knowledge required to determine the best way to vary from the guidelines. Design guidelines DON’T provide detailed construction methods. While this may require additional design for some elements shown within, that also allows for the implementation to respond to current material availability, construction methods, and trends. That also allows for a variety of fabricators or contractors to determine their own means and methods. This is beneficial for the city as it allows them to determine the most qualified fabricator and contractor at the time of implementation. 4 CCE NOVERVIEW and INTRODUCTIONCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEWhat Design Guidelines Do and Don’t Do Page 20 of 367 Page 21 of 367 This page left intentionally blank. Page 22 of 367 SECTION 2 WAYFINDING & PLACEMAKING IDENTITY Page 23 of 367 Page 24 of 367 Wayfinding is a strategy that is set in place to connect people to places of interest by guiding them through their physical environment. Wayfinding can enhance the overall experience of a place, support a branding or identity of a place, and provide a sense of inclusion. Wayfinding typically includes a well-designed sign family but can also include other design cues such as landmarks, pavement markings, and landscaping. The goal of wayfinding is to make information easy to spot and understand so the messages can be understood quickly and followed wholly. Superior wayfinding allows users to navigate new environments safely and comfortably. It should be visible enough to be noticed by new users but maintain the ability to be unobtrusive as repeat visitors develop their mental map of the district, neighborhood, or city. What is a Mental Map? A mental map is a summary of spatial knowledge people form about a place. These maps contain information about urban and natural landmarks and geographical features. This includes a general sense of the distance between features and places, estimates of sizes and locations, and impressions of characteristics. People form these maps for highly familiar places such as their hometown. They also form when one visits a new location. As more information is learned about a new place, the map grows more detailed. What other use do signs have? Signs can also give critical information to users including: behavioral expectations such as ‘dispose of litter in the appropriate container’ or ‘cross at crosswalk only’; boundary information when they cross from one district or neighborhood to another; available amenities and services; information about historically or culturally significant areas; and/or ways to navigate the city on foot or by car. Collectively, signs will give anyone who is traveling within the city of Englewood the information they need to use and experience the city and all it has to offer. Why is this Important? Providing residents and visitors with comprehensive wayfinding system allows them to experience an environment with knowledge of their location, awareness of acceptable behavior and uses, and the ability to form a detailed mental map about an open space. Wayfinding also enhances the already walkable city by encouraging users to explore on foot rather than by vehicle. 7 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEWhat is Wayfinding Page 25 of 367 Placemaking is the process of designing high quality spaces for people to live, work, learn, and play. Designs tht include unique, memorable, or identifiable elements can help people recognize a space as belonging to a specific city, district, neighborhood, or street. It is important to note that placemaking is a living process, not a static design component. The heart of successful placemaking is tied to the users of the space. High quality spaces have design elements that address the unique character, uses, meaning, identity, and activities of a particular space. The goal of placemaking is to set up a space where these features can work in harmony and support the regular use of residents, visitors, workers, and business owners. The placemaking guidelines herein are intended to be less prescribed than the wayfinding guidelines. Placemaking, by nature, must respond to the site where it is being implemented, therefore will need to respond to fonts, colors, dimensions, etc. of that site to ensure proper integration. Placemaking can improve the quality of a neighborhood, district, or city through the integration and celebration of unique and special features. Placemaking can rejuvenate the public realm and create a greater sense of ownership and enjoyment for all users of the space. 8 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEWhat is Placemaking Page 26 of 367 9 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 27 of 367 A large part of this project included a comprehensive design process aimed at determining and responding to the city of Englewood’s identity. In order to determine that identity, the design team worked closely with a Task Force and city council to facilitate numerous workshops aimed at discussing and articulating what makes Englewood unique. The Task Force This carefully crafted design process allowed the city to seek extensive outside participation from stakeholders and maximize the institutional knowledge and experience of city staff. The design team provided insight and expertise in the field of environmental graphic design, placemaking, and design guidance as well as project and public facilitation. Below is a summary of the meetings held throughout the design process. As a note, all task force meetings occurred after the COVID-19 pandemic hit the world. All Task Force Meetings occurred on the Zoom virtual meeting platform. Task Force Meeting #1 – May 7, 2020 This meeting allowed members to get acquainted with the Zoom platform, introduced them to the project background, history, goals, and objectives. The design team defined the terms ‘wayfinding’ and ‘placemaking’. Then the design team introduced a discussion to get at the heart of the identity of the city of Englewood. The first discussion question was ‘What makes Englewood special and unique?’. The second discussion question was ‘What do you hope the design team will take into consideration as they move forward with the design process?’. Task Force Meeting #2 – August 26, 2020 This Zoom meeting recapped what occurred at the previous meeting and presented two (2) wayfinding sign family concepts. The design team facilitated a discussion about the concepts and encouraged members to articulate what they liked and didn’t like about each concept. This helped focus the discussion to specific elements of each design. After the wayfinding presentation and discussion, the design team presented placemaking opportunity ideas. 10 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEDevelopment of Identity Page 28 of 367 Task Force Meeting #3 – October 20, 2020 This Zoom meeting recapped the first two meetings. The design team presented four new wayfinding concepts that were driven by feedback given at the previous meeting. Following the presentation, a discussion was facilitated that guided the design team to reduce the number of concepts to two and to make some modifications to bring them more in line with the identity the Task Force was seeking to reinforce. The final two concepts that the Task Force felt most closely aligned with their goals were The Wooded Nook and Love, Englewood. This meeting also presented the draft of the public questionnaire questions to get feedback from the Task Force prior to releasing the questionnaire for public response. Feedback was given to help shape the direction of the questionnaire. Task Force Meeting #4 – December 18, 2020 This Zoom meeting occurred after the first of the City Council Study Session presentations (see below). The design team provided a recap of the discussion held during the Study Session and presented the feedback and data received from the public questionnaire. 11 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 29 of 367 Love, Englewood This design concept is rooted in the idea that whether you are a visitor or a resident, the City of Englewood is excited to see you! The gateway signs and messages provide a warm and welcome message upon entering the city “You’re here!’, that is to imply “We’re so happy to see you!” Additionally, the farewell message is “Love, Englewood”, that is to imply “Thanks for being here! Love, Englewood”. The Love, Englewood message can extend beyond the farewell message. This concept also proposes a Love Letters to Englewood campaign. This campaign will encourage residents, workers, and visitors alike to write a love letter to the City of Englewood. These letters can be used to commission public art that will be inspired by the letter. This deep connection from one person to the City that is artistically rendered creates a well woven story that everyone can experience. The overall design aesthetic uses contemporary materials, colors, fonts, and icons to celebrate the defined forms. The form of the arrow used on many signs is rooted in the idea of “you’re here!”, similar to that you might see on a map indicating your location in the bigger world around you. The single pointed form of the banners borrows its form from flags that were installed at the historic Cinderella City mall. The quirky nature of the multiple colors of signs and icons allows the design concept to adapt to the area of the city naturally. Pavement markings work in conjunction with pedestrian wayfinding signs to direct people to their destination and combine it with the time it would take to walk there. Illustrating these connections in a variety of ways may encourage different methods of travel throughout the city. This concept embodies what the design team is calling the “Englewood Sketch” – a line drawing of iconic Englewood landmarks that those familiar with the city will instantly recognize. The Englewood Sketch is the piece that ties all elements of this design concept together and can be used in a myriad of ways – from the collars at the base of utility poles, to crosswalks, to wayfinding elements to district specific signs. The Wooded Nook One definition of the word Englewood is a ‘wooded nook’. This concept uses the exploration of a wooded nook to celebrate the quirkiness found in the community. The overall design aesthetic for this concept is inspired by the idea of a wooded nook and uses organic forms and colors to celebrate the beauty of the city and the elements within. The natural forms set this concept apart from more typical wayfinding and placemaking elements found in neighboring communities however it relies more on elegance and beauty to exemplify Englewood characteristics. Rather than borrowing a historic form, this concept references historic materials of steel and aluminum – a nod to Englewood’s industrial past while using contemporary forms and colors to ensure the present and future are celebrated as well. The heart of this concept is to retain elegant simplicity while still providing people with the information needed to have a successful and positive experience throughout the city. 12 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 30 of 367 13 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 31 of 367 This page left intentionally blank. Page 32 of 367 In summary, there was great feedback for each of the specific questions. However, the distinction between the two concepts was minimal. The preference of the public leaned slightly toward the Love, Englewood concept but at a very low level. Full findings and data for each concept and each of the questionnaire can be found in the Appendix. City Council Study Sessions City Council Study Session – November 23, 2020 At this virtual study session, the design team presented the two concepts – The Wooded Nook and Love, Englewood as well as a review of the public questionnaire before it went to the public. Council members were in favor of proceeding with the public questionnaire for both design concepts and generally in favor of each concept dependent on the feedback received from the questionnaire. City Council Study Session – January 4, 2021 At this virtual study session, the design team presented a quick reminder of the concepts that went to the public through the questionnaire. Additionally, the questionnaire results and findings were presented the design team answered questions by councilmembers regarding the feedback. At this study session, Council directed the design team to proceed with the Wooded Nook concept and bring in the favored elements from the Love, Englewood concept – vibrant colors, legible fonts, welcoming language, and placemaking opportunities. Public Questionnaire A public questionnaire was created to present the two final design concepts – The Wooded Nook and Love, Englewood – to the general public and to invite their feedback on these design ideas. As COVID -19 prohibited the ability to host an in-person event, it was determined that the best way to obtain feedback from the public was through an online questionnaire. The design team opted to use SurveyMonkey to host the questionnaire as it is a platform that is familiar to many users and is easy to navigate for those who are not. The questionnaire was open from November 23, 2020 until December 15, 2020. A total of 806 people started the questionnaire with a completion rate of 80%. Completion of the entire questionnaire took approximately 7 minutes. The questionnaire consisted of ten questions about each concept for a total of twenty questions. The questions were the same for both concepts. 1. How welcoming does the concept feel? 2. How friendly does it feel? 3. How effectively does it portray information about Englewood’s businesses, services, and amenities? 4. How effectively would it support residents, employees, and visitors as they live, work, shop, move, learn, and play? 5. How well does it embody Englewood’s culture? 6. How well does it honor Englewood’s past? 7. How well does it portray Englewood as a contemporary and forward-thinking city? 8. How well does it encourage exploring Englewood by walking, biking, or transit? 9. How appropriate is it for the City of Englewood? 10. Other comments? 15 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 33 of 367 The final design concept is entitled The Wooded Nook, inspired by the definition of the word Englewood – a wooded nook. This concept is rooted in the city’s western, industrial, and manufacturing history. It is brought to life with artistic and unique elements that celebrate the city’s present. Historical Roots Throughout history, the city of Englewood has thrived in part due to the industrial businesses rooted in the city. Acknowledging this as a basis for design inspiration, the concept celebrates the use of steel and other metals. Where appropriate, connections and attachments become part of the features to support the inspiration and nod to the past. Inspired by Flora This concept uses stylized shapes that reference tree trunks, branches, and leaves; grasses; flowers; vines; and other natural elements found throughout the city. Color Palette This concept utilizes a warm and welcoming color palette that aligns with other current City re-branding efforts. Through the design iterations, the color palette for this concept has transformed from soft and pleasant colors to vibrant yet neutral colors by merely increasing the saturation of the original colors but preserving the hue. 16 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEDesign Features for the Wooded Nook Page 34 of 367 Icon Legend Civic Healthcare Points of Interest Teal Turquoise Dusty Purple Bars/Breweries Recreation Restaurant Retail Orange Leaf Green Orange Red Orange Materials Made to Last The industrial materials, steel and aluminum are softened when formed into organic and free flowing shapes and colored with a neutral color palette. Yet they are designed to meet the needs of a vibrant and urban city life around them. Iconography Many of the proposed signs include icons to indicate specific uses. These icons are proposed to display information in an easy-to- understand format for travelers making quick decisions about their destinations or users for whom English is not easily understood. 370 C C62 M1 Y100 K25 180 C C3 M91 Y86 K12 7414 C C19 M64 Y100 K6 110 C C2 M22 Y100 K8 7486 C C90 M18 Y7 K29 7448 C C67 M79 Y24 K59 547 C C99 M66 Y55 K55 17 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 35 of 367 Sign Typologies Example Gateway Sign Discussion of different signs is more easily accomplished with the development of sign typologies. The design team prepared a list of typologies for the guidelines in this document. Gateway signs Gateway signs, or entry monuments, indicate to users when they have reached their destination. The importance of these signs is to welcome visitors when they cross a city boundary. The ideal location to install these signs is at the city boundary, however, in the case of Englewood, some of the boundaries along major roadways have limited space in which to install a gateway sign. For that reason, the design team developed multiple gateway sign concepts that can fit in a variety of available spaces. These signs are the first impression one has of the city and should provide a visually welcoming experience and represent the identity the city wishes to portray. 18 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 36 of 367 Example Wayfinding Signs Wayfinding - Directional signs Directional signs provide critical information to visitors and residents about the direction they intend to travel. Connection signs These signs should be installed in any location where a user needs to know which direction to take in order to make a connection. These typically reference ‘big picture’ connections through the entire district, city, or neighborhood. Decision signs These signs indicate multiple destinations from the same decision point. These typically reference specific businesses or uses. It may occur at major street or trail intersection. Information portrayed is usually the name of the destination and the direction – typically an arrow. In some instances, it may be helpful to provide the distance in mileage or time it takes to walk there. Providing signs about multiple destinations also serves to give users a sense of location in terms of the greater street and trail network and City fabric. 19 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 37 of 367 Example Confirmation Sign Wayfinding - Confirmation signs Confirmation signs function to reassure users that they are where they intended to be. These signs are particularly important in areas where it may be difficult for users to assess if they are still in the same district or neighborhood. Neighborhood signs These signs serve to identify neighborhoods or residential areas of note. They may be installed at the boundaries of a neighborhood, or throughout the neighborhood as appropriate. 20 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 38 of 367 District signs This guideline document shall serve to support the Downtown Matters Planning document. In that document, the Central Business District boundaries are noted as South Santa Fe Drive to the west, Kenyon Avenue to the south, South Lafayette Street to the east, and Eastman Avenue to the north. Within this Central Business District, the plan identifies three sub- areas, or districts: • South Broadway/Main Street District: located east of South Elati Street and west of South Sherman Street • The Englewood Station/City Center District: located west of South Elati Street • The Medical District: located east of South Sherman Street As with the neighborhood confirmation signs, the district confirmation signs should be installed at the boundaries of a district so that users understand when they’ve crossed from one district to another. Additionally, they can be used throughout the district to reinforce the identity of that district. 21 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 39 of 367 Following is an inventory of signs that are currently installed throughout the city. These signs may be replaced with updated signs that fit within the approved wayfinding family. 22 CCE NWAYFINDING and PLACEMAKING IDENTITYCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 40 of 367 23 CCE NWAYFINDING and PLACEMAKING IDENTITY CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 41 of 367 This page left intentionally blank. Page 42 of 367 SECTION 3 WAYFINDING DESIGN GUIDELINES Page 43 of 367 Page 44 of 367 The following are guiding principles in sign design that should be considered to ensure that signs support the overall wayfinding strategy and aid with the development of a mental map for residents and visitors alike. Simple messages All information on wayfinding signs should be clear and concise. The message should be conveyed in as few words and graphics as possible while still maintaining legibility and ease of understanding. Since these signs are typically viewed as users are moving along a street, sidewalk, or trail, people need to grasp the information quickly and effectively. Predictability Predictable information allows for users to absorb it at a quicker rate. Wayfinding signs that are the same in design and message, only varying by content allow users to focus only on the important part of each sign – the content. Predictability increases the sense of comfort one has in a new or unfamiliar space. Predictable signs also create an overall brand for the city by enhancing the desired identity. Provide connections The ultimate goal of all wayfinding sign efforts is to provide connections for users. Understanding the direction and distance of businesses, retail shops, restaurants, public transportation, parking, points of interest, comfort facilities, or other urban features allows for a more beneficial and well-rounded experience. Superior wayfinding signage allows people to find new destinations or experiences safely and comfortably. Where am I? And where do I want to go? 25 CCE NWAYFINDING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEWayfinding Principles Page 45 of 367 36” +/-* All dimensions shown in all graphics are approximate only. Fabrication details and construction documents are required for construction and fabrication. Vehicular wayfinding signs are meant to be read from the street and provide information about high level destinations such as Districts, popular points of interest, and government facilities. Vehicular District Wayfinding Signs These signs will direct drivers to specific districts. They may be installed anywhere throughout the City at major decision points where a driver may choose to alter their direction to travel to a specific district. In addition to listing the district and showing an arrowhead pointing in the appropriate direction, these signs may also include icons that indicate the services, businesses, or amenities one can expect within the district. These signs are designed so they may be installed on existing utility or light poles. They are installed in a square metal frame that is attached to the pole with metal brackets painted in the Wooded Nook color palette. The sign panel shall be a color from the Wooded Nook palette that relates to the district it is referencing. If relief is desired in these sign panes, the letters and icons shall be debossed and painted white. A less expensive option would be to fabricate the sign panels in Dibond aluminum with the letters and icons preprinted on the aluminum. 30” +/- 26 CCE NWAYFINDING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEVehicular Signs Page 46 of 367 40” +/- 30” +/-44” +/-Vehicular Amenity Wayfinding Signs These signs direct drivers to specific activities, amenities, or services within the district. Like the vehicular district wayfinding signs these panels sit in a metal frame that is attached to a post, either new or existing. To differentiate them from the vehicular district wayfinding signs, these sign panels are formed in the shape of a stylized leaf. Therefore the frame is organic in form, shaped to the sign panel. In addition to the organic frame, a metal banner sits atop the frame with the district name cut out. The Wooded Nook color palette allows for a different color to be used for each type of amenity or service category and these panels shall be organized by those categories. The words and arrows shall be below the icon at the top of the leaf panel. 27 CCE NWAYFINDING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 47 of 367 Vehicular Banner Confirmation Sign When installed at a district boundary, these signs serve to alert drivers that they have reached their district destination. When installed within a district, they serve as confirmation that drivers are still within a specific district which helps orient them and support their mental map of the City. These signs are installed on vertical posts with a curvilinear vine down one side of the post. This vine is the base for the cutout letters that spell the name of the neighborhood or district. On either side of the words painted metal leaves tie this signs into the sign family. 72” +/-12” +/- 28 CCE NWAYFINDING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 48 of 367 To increase the understanding of these signs, it is recommended that text and icons be used. The icons indicate the expected service or amenity and the text can give another level of information by displaying the name of the service or amenity category. Additionally, a name of a specific business could be displayed with the icon that represents their service or amenity. Pedestrian Amenity Wayfinding Sign Pedestrian wayfinding signs are meant to be read from the sidewalk and display information that is most useful to pedestrians. As they typically travel shorter distance than those in vehicles, the destinations they are most interested it are in closer to proximity to each other. Rather than direct users to city-wide points of interest, these signs direct users to local shops, businesses, restaurants, parks, and other city amenities. 44” +/-44” +/-44” +/-78” +/-78” +/-72” +/-6” +/-6” +/-29 CCE NWAYFINDING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPedestrian Signs Page 49 of 367 9” +/-84” +/-Banner Confirmation Sign A pedestrian-scaled version of the vehicular banner confirmation sign can be used as confirmation signs for pedestrian and cyclist users. The design of these signs is similar to the neighborhood signs with a curvilinear vine, cutout letters, and painted metal cutout leaves. 72” +/-12” +/- 30 CCE NWAYFINDING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 50 of 367 SECTION 4 PLACEMAKING DESIGN GUIDELINES Page 51 of 367 Page 52 of 367 Placemaking is the design of high quality spaces that create a unique sense of place and identity. High quality spaces usually include a variety of factors in their design. They are: Welcoming – the space feels inviting and comforting Comfortable – there are amenities that contribute to the cleanliness and character of the space Scaled – the scale of the space feels appropriate for the user and the use. It’s neither too big nor too small, it will have a human scale Attractive – the aesthetic elements of the space will be visually pleasing and harmonious with the context and the users in the space Appropriate – the space is used for contextually appropriate and authentic uses Safe – design elements create and enhance a feeling of well-being and safety Universal accessibility – design elements respond to Americans with Disabilities Act guidelines to ensure an accessible space for anyone who wishes to use it Social – the space allows for – neither prohibiting nor forcing – social interaction among users or personal space when desired Placemaking can be developed at a variety of scales and budgets. The guidelines in this document outline placemaking opportunities that can be implemented on a small scale but will have immediate impact on the urban fabric of the city. Over time, as the city implements more placemaking elements, the city itself will respond and transform to a more vibrant, holistic, and special place. More than just promoting better urban design, placemaking facilitates creative pattens of use, paying particular attention to the physical, cultural, and social identities that define a place and support its ongoing evolution. - Project for Public Spaces 31 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPlacemaking Principles Page 53 of 367 Gateway signs provide a welcoming entrance into the city. They can be organized into categories - primary and secondary. The primary gateways are the entrances into the city along major thoroughfares and/or at major intersections. They also have available property in which to install a larger gateway sign. Secondary gateways may be on a secondary thoroughfare or at a smaller intersection. Additionally, they may be at the entrance to a district, neighborhood, or other important city location. Horizontal Gateway Sign In areas where space allows, a horizontal gateway sign provides a low and linear form welcoming travelers into the city. A colored concrete planter provides a grounded base upon which the city logo can be stamped and painted. Living flowers can be planted to soften the edges between the planter and the word Englewood. Letters in a simple script form are ‘planted’ along side the flowers and metal formed blades of grass. The grass is painted or powder-coated in the colors of the Wooded Nook palette to bring a sense of harmony across all signs and features. 32 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEGateway Signs 120” +/-30” +/- Page 54 of 367 Vertical Gateway Sign (two versions) In areas that only have a minimal space for a gateway sign or a vertical feature is desired because of taller site lines the vertical gateway sign shall be used. The first option of a vertical gateway sign has a curved planter as a base that allows for planting with tall and wide metal formed blades of grass that curve and arc upward. One blade of grass will be wide enough to display the words city of Englewood. All blades of grass will be painted in the colors of the palette. The second option has a square planter as a base and instead of blades of grass, has organic flowing vines and branches extended upward from the planter. At the top of the branches metal leaves displaying the city logo are facing varied directions. 33 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDE30” +/-120” +/-60” +/- Page 55 of 367 Bridge Gateway Sign In areas where the gateway into the city will require substantial work outside of the city’s right-of-way, a bridge gateway sign may be considered. This sign may require coordination with other agencies including the Colorado Department of Transportation (CDOT) and/or the Burlington Northern Santa Fe (BNSF) Railroad. However, the proposal of painting an existing concrete bridge may be easier to coordinate than installing a physical structure. For these signs, it’s recommended to use the same color palette to paint the entire entry or exit of the bridge. Vehicular Signs and Features Secondary Gateway Sign In areas where there is not enough space to install either the horizontal or vertical gateway sign, a secondary gateway sign may be considered. These signs are designed to be installed on a simple post and need to conform to the Manual on Uniform Traffic Control Devices (MUTCD) when placed along a roadway or in the right-of-way. The sign dimensions may vary within the MUTCD guidelines and these may be aluminum signs bolted through the face of the sign directly to the post. 34 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 56 of 367 Right: Secondary Gateway Signs (approx. 24”x36”) Below: Bridge Gateway Signs 35 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 57 of 367 36ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDECCE NPLACEMAKING DESIGN GUIDELINESPage 58 of 367 This page left intentionally blank. Page 59 of 367 Signs can have a dual purpose – to give information and to also enhance the identity of a place. Flag/Banner Sign These signs can fit into the city’s existing flag program. The organically formed painted steel frame can hold a fabric or aluminum sign panel. The information on the flags can vary by the promotions or activities that the city would like to highlight through their flag program. 38 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDE30” +/-36” +/-Page 60 of 367 Ensuring the pedestrian space is full of features and amenities that support the identity of the space and make the urban area more comfortable and safe. Pedestrian Interpretive Signs (two versions) These signs are meant to provide educational and informative information about a place, event, or feature. They can be used to highlight historic events or locations, provide educational information about a system or process, or simply add a fresh perspective on a familiar topic. Post and Panel Interpretive Sign The design of this sign is similar to that of the pedestrian wayfinding signs. It only has a post on one side to differentiate it from the wayfinding signs, however it also has the organic metal frame encasing the aluminum panel. Artistic Interpretive Sign This sign is designed to have a similar aesthetic to some pieces of public art throughout the city and the green bike racks found along Broadway. Painted or powder-coated pipes are welded together to create a ‘line drawing’ aesthetic of a shape that references the content of the interpretive sign. 39 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPedestrian Signs and Features 36” +/-42” +/-Page 61 of 367 Site Furniture Site furniture such as benches, trash/recycle receptacles, bike racks, and bollards can be modified to create an aesthetic that aligns with the Wooded Nook concept. 40 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDE72” +/-18” +/-Page 62 of 367 Large Planter Planters along the streets and sidewalks or placed in public plazas or parks can be made to reference the planter gateway features with similar concrete bases and painted metal blades of grass ‘planted’ among the natural landscaping in the planter. 41 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDE24” +/-60” +/-Page 63 of 367 Crosswalk Painting The city has begun a crosswalk painting program and future crosswalks can be designed to tie into the Wooded Nook Aesthetic with colors, fonts, and forms. 42 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 64 of 367 Medians: add landscaping, stamped or colored concrete, and/or public art. Painted or stamped sidewalks: consider art, poetry, advertisements for city events. 43 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEOther Placemaking Opportunities Page 65 of 367 Shared book libraries: create lending library structures that reference Wooded Nook design elements. Shared picnic areas: provide outdoor seating and gathering spaces. 44 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 66 of 367 Landscaping: enhance gateways, interpretive areas, streetscapes, medians, building facades, and other public areas. Wall murals: grow and enhance public wall murals. 45 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 67 of 367 Spontaneous and/or temporary artwork: work with Museum of Outdoor Art to facilitate public art installations, interpretive signs/art for historical sites: develop an interpretive sign/ art program. Parklets: Create temporary or permanent parklets in areas of high use. 46 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 68 of 367 Alley rehabilitation: turn under- utilized space into vibrant public spaces. Lighting: additional lighting of the public spaces that enhances the safety and ambiance. 47 CCE NPLACEMAKING DESIGN GUIDELINES CITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 69 of 367 Love, Englewood letter writing program: create a program to encourage residents to write love letters to the city describing memories or aspects of the city they love. The letters can be used to inspire public art throughout the city. The below graphic is representative of the icons of the city of Englewood and can be used as part of this program or a separate design campaign. 48 CCE NPLACEMAKING DESIGN GUIDELINESCITY OF ENGLEWOOD WAYFINDING AND PLACEMAKING GUIDEPage 70 of 367 This page left intentionally blank. Page 71 of 367 SECTION 5 APPENDIX Page 72 of 367 Results of Community SurveyPage 73 of 367 806 people started the Survey •Open from November 23 to December 15; first responses on November 30th –the Monday after Thanksgiving•About 80% completed all questions•According to Survey Monkey, average response time was 7 minutesPage 74 of 367 Age Distribution of RespondentsAgeStarted SurveyNumber of Completed SurveysNon‐Response RateProportion of ResponsesUnder 181 0 100% 0%18‐2416 12 25% 1.8%25‐34233 194 17% 29.4%35‐44191 156 19% 23.6%45‐54116 96 17% 14.5%55‐64119 104 13% 15.7%65+115 90 22% 13.7%Prefer not to say15 9 40% 1.4%All Ages806 660 18% Page 75 of 367 Ethnic Distribution of RespondentsAge CategoryWhite or CaucasianHispanic or LatinoBlack or African AmericanAsian or Asian AmericanAmerican Indian or Alaska NativeNative Hawaiian or other Pacific IslanderTwo or MoreNone of the AbovePrefer not to Say18‐24102102 1 025‐34196 12 1 4 2 1 9 1 935‐44163 5 4 2 6 1 845‐5496 6 1 4 1 5 1 655‐6495 4 1 1 1 1365+102 3 2 1 7Prefer not to Say313Subtotal665 32 3 11 8 4 22 5 56 Page 76 of 367 Who participated in the survey?Page 77 of 367 Who were the “others“?”•Born in Englewood •I live across the street from Englewood and use parks•I lived in Englewood for 21 years and recently moved to Denver•I shop in Englewood•I travel through Englewood nearly everyday👽👽Page 78 of 367 Ten questions asked about each of the design concepts•How welcomingdoes the concept feel?•How friendlydoes it feel?•How effectively does it portray information about Englewood's businesses, services, and amenities?•How effectively would it support residents, employees, and visitors as they live, work, shop, move, learn, and play?•How well does it embody Englewood's culture?•How well does it honor Englewood's past?•How well does it portray Englewood as a contemporary and forward‐thinking city?•How well does it encourage exploring Englewood by walking, biking, or transit?•How appropriateis it for the City of Englewood?•Other comments?Page 79 of 367 How welcoming is the concept?050100150200250Very Welcoming ModeratelyWelcomingWelcoming MinimallyWelcomingNot WelcomingHow Welcoming is the Love, Englewood Concept? (by response)18‐2425‐3435‐4445‐5455‐6465+Prefer not to SayConclusion:3% more people indicated that Love, Englewood was “Welcoming” or higherPage 80 of 367 How friendly is the concept?Conclusion:2% more people indicated that Love, Englewood was “Friendly” or higherPage 81 of 367 How effectively does the concept portray information about businesses, services, & amenities?Conclusion:4% more people indicated that Love, Englewood was “Effectively” or higherPage 82 of 367 How effectively would it support residents, employees, & visitors as they live, work, shop, move, learn, & play?Conclusion:4% more people indicated that Love, Englewood was “Effectively” or higherPage 83 of 367 How well does the concept embody Englewood’s culture?Conclusion:Virtually the same number of people preferred the two conceptsPage 84 of 367 How well does the concept honor Englewood’s past?Conclusion:7% more people indicated that Wooded Nook was “Well” or higherPage 85 of 367 How well does the concept portray Englewood as contemporary and forward thinking?Conclusion:8% more people indicated that Love, Englewood was “Well” or higherPage 86 of 367 How well does the concept encourage exploring by walking, biking, or transit?Conclusion:5% more people indicated that Love, Englewood was “Well” or higherPage 87 of 367 How appropriate is the concept for the City of Englewood?Conclusion:2.5% more people indicated that Wooded Nook concept was appropriate or higher than the Love, Englewood conceptPage 88 of 367 Responses by 18‐24 year oldsConclusion: 4% preference for Love, Englewood (Note: one person didn’t score one question)Page 89 of 367 Responses by 25‐34 year oldsConclusion: 4% preference for Love, EnglewoodPage 90 of 367 Responses by 35‐44 year oldsConclusion: 13% preference for Love, EnglewoodPage 91 of 367 Responses by 45‐54 year oldsConclusion: 5% preference for Love, EnglewoodPage 92 of 367 Responses by 55‐64 year oldsConclusion: 10% preference for Wooded NookPage 93 of 367 Responses by 65 and overConclusion: 14% preference for Wooded NookPage 94 of 367 Responses by those who didn’t provide their ageConclusion: 16% preference for Wooded NookPage 95 of 367 Responses by all ages combinedConclusion: Less than 3% preference for Love, Englewood – but remember that is based on the numbers of people who responded in each age categoriesPage 96 of 367 How welcoming is the concept? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers slightly more favorable than business owners of both concepts, but 78% and 79% of business owners felt concepts were welcoming (respectively)Page 97 of 367 How friendly is the concept? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 82% and 84% of business owners felt concepts were friendly (respectively)Page 98 of 367 How effectively does the concept portray information about businesses, services, & amenities? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 69% and 87% of business owners felt concepts were effective (respectively)Page 99 of 367 How effectively would the concept support residents, employees, & visitors as they live, work, shop, move, learn, and play? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 75% and 78% of business owners felt concepts were effective (respectively)Page 100 of 367 How well do the concepts embody Englewood’s culture? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 68% and 69% of business owners felt concepts were effective (respectively)Page 101 of 367 How well do the concepts honor Englewood’s past? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 55% and 61% of business owners felt concepts were effective (respectively)Page 102 of 367 How well do the concepts portray Englewood as a Contemporary and Forward‐Thinking City? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 62% and 67% of business owners felt concepts were effective (respectively)Page 103 of 367 How well do the concepts encourage exploring by walking, biking, or transit? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: all groups preferred Love, Englewood over Wooded NookPage 104 of 367 How appropriate are the concepts for the City of Englewood? Comparison of Residents, Workers, Business Owners, Visitors, and OthersConclusion: residents and workers more favorable than business owners of both concepts, but 69% and 67% of business owners felt concepts were appropriate (respectively)Page 105 of 367 Over‐arching Conclusions•Both concepts were well received•Younger demographics (up to age 54) preferred Love, Englewood and older demographics (55 and older) preferred the Wooded Nook•Wooded Nook was preferred for honoring the past and being appropriate for Englewood•Love, Englewood was preferred for all other considerations•Residents and workers more favorable across the board than business ownersPage 106 of 367 City Englewood Wayfinding and Placemaking Guide of Page 107 of 367 STUDY SESSION TO: Mayor and Council FROM: Jackie Loh, Maria D'Andrea DEPARTMENT: Finance, Public Works DATE: March 1, 2021 SUBJECT: Storm Water Bond Issuance Process & Schedule DESCRIPTION: Provide an overview of the process & schedule to issue stormwater bonds RECOMMENDATION: Staff, along with representatives from the city's Municipal Advisor, Stifel, Nicolaus & Company, Inc. (Stifel), as well as the city's Bond Counsel, Kutak Rock, LLP, will be present to discuss an overview of the process and schedule for issuing Stormwater Enterrpise Revenue Bonds. PREVIOUS COUNCIL ACTION: Staff has presented related information at several previous Council Study Sessions & Council Meetings including: • January 21, 2020: Storm Water Program Update and Capital Projects Overview • January 27, 2020: Storm Water Utility Rate Study and Revenue Bond Update • February 10, 2020: Storm Water Master Plan Review • March 9, 2020: Storm Water Master Plan for Projects & Programs Prioritization • October 19, 2020 & November 2, 2020: Ordinance to Amend Storm Water Rates • February 22, 2021: Storm Water Program Update SUMMARY: The City's Municipal Advisor, Stifel, and Bond Counsel, Kutak Rock LLP, will be present to discuss the process for issuing debt, in the form of Stormwater Enterprise Revenue Bonds, to procure approximately $10 million in funding to advance several key storm water infrastructure projects. ANALYSIS: City staff, along with the City’s Municipal Advisor have prepared a preliminary schedule for issuing Stormwater Enterprise Revenue Bonds for the purposes of financing several key stormwater projects throughout the City. The anticipated bonds would be secured by net revenues of the City’s Stormwater Enterprise collected by property owners throughout the City. The anticipated transaction will be used to provide approximately $10 million in project funding. Based on current market conditions and investor demand, and similar to the City’s 2017 General Obligation Bonds used to finance the City’s new police facility, the transaction is currently estimated to produce a net issue premium, which may reduce the size of the anticipated transaction while still producing $10 million in project funding. Under current market rates, the proposed transaction would produce approximately $1.8 million in premium, reducing Page 108 of 367 the par amount of the bonds to approximately $8.5 million. However, as interest rates fluctuate on a daily basis, these amounts will change until interest rates are locked on the day of pricing. In order to proceed with the proposed Stormwater Enterprise Revenue Bond transaction, and similar to the process for the City’s Series 2017 General Obligation Bonds, City Council will need to adopt a Bond Ordinance for the transaction. The Bond Ordinance will set not-to-exceed maximum parameters approved by City Council, allow City staff to proceed in selling the proposed bonds without having to return to City Council or set a special meeting on the day of pricing, including locking the final interest rates and par amounts for the proposed bonds. As is described by the City Charter, City Council must have two readings of the bond ordinance before approving the ordinance. City staff has included a proposed timeline of the anticipated transaction that includes both dates for City Council reading of the ordinance in the discussion materials. As shown in the timeline, the first reading of the ordinance is planned to come before City Council for consideration on March 15, 2021. The second reading and approval of the Bond Ordinance would be on April 5, 2021. If approved, pricing would occur on May 12, and funds would be delivered on May 25, 2021. FINANCIAL IMPLICATIONS: Project funding will be utilized for the following projects & efforts: Project Effort Amount South Englewood Stormwater Project (also referred to as S1 & S2) Design services including plan & specification preparation $1,200,000 Project S3a & S3b Construction $3,300,000 Hospital Project Design and Construction $2,500,000 LTAR Loan Re-payment $3,000,000 Total $10,000,000 Kutak Rock is researching the benefits and tax implications, if any, of re-paying the LTAR loan at a later date and reducing the amount of issuance in this initial traunch. The preliminary totals for Sources and Uses are summarized below: Sources: Par amount $8,445,000.00 Premium $1,827,393.45 Total $10,272,393.45 Uses: Project Fund $10,000,000.00 Cost of Issuance $153,282.57 Underwriter's Discount $33,780.00 Bond Insurance $85, Total $10,272,393.45 Page 109 of 367 It is anticipated that another bond issuance may occur in the spring of 2022 to fund construction of the South Englewood Stormwater project. That project is currently estimated to cost anticipatedthe of amount construct. to million $18.5 approximately The transaction is dependent on the outcome of the FEMA grant, which, if received, would likely reduce the amount of the second bond issuance. However, other projects might also be considered for completion with additional bond proceeds. As an alternative, staff is also still working with the Colorado Water Resources and Power Development and Health Public of Department (CWRPDA) the and Authority Colorado Environment (CDPHE) to evaluate the eligibility of a loan from CWRPDA, which would likely provide a lower interest rate than the City would receive if issuing Stormwater Enterprise Revenue Bonds on its own. CONNECTION TO STRATEGIC PLAN: Infrastructure-Reduce the number of structures at risk of flooding in a 25-year storm event by 20%. ALTERNATIVES: City staff is currently working with Stifel to review its other alternative financing opportunities that may result in more favorable terms than the proposed Stormwater Enterprise Revenue Bonds being discussed. CONCLUSION: Staff recommends that the City Council listen to the presentation and then engage in a discussion and question/answer session on the bond process & schedule. ATTACHMENTS: Presentation Page 110 of 367 Stormwater Bond Issuance By: Maria D’Andrea, Director of Public Works Jackie Loh,Finance Director March 1, 2021 Page 111 of 367 Tax-Exempt Interest Rate Movement 2 AAA MMD Yields Remain Relatively Flat Since Late November 2020 Muni to Treasury Ratios Decline From Their Peak, Recorded in March 2020 10-Year and 30-Year Ratios Since January 2020 Long-End AAA MMD Yields Remain Flat Comparing 2, 10 and 30-Year AAA MMD since January 1, 2020 AAA MMD Summary Statistics2021 MMD Low Overlaps Current MMD, As 2021 Yields Have Remained Flat 10-Year Historical AAA MMD Range vs. Current AAA MMD 5-Year 10-Year 30-Year Current 0.20%0.69%1.34% 2021 Year-to-Date Weekly Change -3 bps -4 bps -4 bps YTD Change -2 bps -3 bps -6 bps High 0.27%0.79%1.47% Low 0.20%0.69%1.34% Average 0.24%0.74%1.41% Year Ending 2020 0.22%0.72%1.40% Since January 1, 2018 High 2.56%2.79%3.46% Low 0.16%0.58%1.27% Average 1.28%1.68%2.35% 0.0% 0.5% 1.0% 1.5% 2.0% 2.5% 3.0% 3.5%Jan-20Feb-20Mar-20Apr-20May-20Jun-20Jul-20Aug-20Sep-20Oct-20Nov-20Dec-20Jan-21Feb-21YieldDate 30-Year MMD 10-Year MMD 2-Year MMD 1.34% 0.69% 0.08% 50 75 100 125 150 Jun-20 Aug-20 Oct-20 Dec-20 Feb-21Percent Date 10-Year Muni to Treasury Ratio 30-Year Muni to Treasury Ratio 10-Year Muni to Treasury Ratio (5-Year) Average: 92.61% 30-Year Muni to Treasury Ratio (5-Year) Average: 99.39% 0.0% 1.0% 2.0% 3.0% 4.0% 5.0% 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29Yield Maturity 10-Year Historical MMD Range Current MMD 2021 MMD High 2021 MMD Low Source: TM3, US Treasury. As of 2/5/2021.Page 112 of 367 New Issue Supply and Demand 3 $0.0 $0.5 $1.0 $1.5 $2.0 $2.5 $3.0 11/23 11/30 12/7 12/14 12/21 12/28 1/4 1/11 1/19 1/25 2/1 2/8$ in Billions Week of Tax-Exempt Muni Bond Funds Record 13 Consecutive Weeks of Inflows Recent Weekly Municipal Bond Fund Flows Early 2021 Weekly Supply Remains Near Historically Average Levels Previous 12 Weeks of New Issue Supply and Forecast of Current Week •Supply Figures Begin to Return to the Historical Weekly Average, After 2020 Observed a Majority of Weeks Exceeding The Historical Average –The week of February 8 recorded approximately $9.2 billion of weekly municipal supply. Approximately $3.3 billion,or 35.9%,of the transactions were taxable. –The week of February 15 is forecasted to observe a new issue supply of approximately $5.9 billion.$1.93 billion,or 32.7%,of the anticipated transactions are taxable. –During the second half of 2020,the weekly average supply was $10.2 billion,compared to the historical weekly volume of approximately $7.5 billion. –2021 YTD has recorded a weekly average supply of only $7.4 billion. •Demand Remains Strong Largely Due to Record Inflows –The week of February 8 observed $2.6 billion of net inflows into tax-exempt municipal bond funds,which was the fourth highest weekly net inflow on record –38 of the past 40 weeks have recorded net inflows into tax-exempt muni bond funds,and the four week average remains at an impressive $2.3 billion of net inflows. –During the second half of 2020,tax-exempt muni bond funds experienced net inflows of $33.3 billion,compared to the second half of 2019,which experienced $39.2 billion of net inflows. Source: Lipper, Thomson Reuters, SIFMA, IHS Markit, Bloomberg. As of 2/12/2021. $0 $2 $4 $6 $8 $10 $12 $14 $16 $18 11/23 11/30 12/7 12/14 12/21 12/28 1/4 1/11 1/19 1/25 2/1 2/8 2/15$ in BillionsWeek of Non-Taxable Weekly Supply 2020 Weekly Average: $8.8 Billion 2019 Weekly Average: $6.5 Billion 2021 Weekly Average: $7.4 Billion Page 113 of 367 Plan of Finance •Total Funding Needs:$10 million •Term:25 years •Assumed Rating:S&P ‘A’ •Average Annual Debt Service:$540,580 •Total Debt Service:$13,784,775 •True Interest Cost (based on current rates):2.37% •Underwriter’s Discount:$4/bond •Estimated Cost of Issuance:$150,000 •Bond/Disclosure Counsel •Financial Advisor (Stifel) •Rating Agency •Paying Agent •Printer •Assumes the uses of a municipal bond insurance policy •Transaction will be sized to produce $10 million project fund deposit based on current market rates.Accordingly, the size of the transaction will fluctuate as rates increase/decrease. Sources and Uses Sources: Par Amount $8,445,000.00 Premium 1,827,393.45 Total $10,272,393.45 Uses: Project Fund $10,000,000.00 Cost of Issuance 153,282.57 Underwriter’s Discount 33,780.00 Bond Insurance 85,330.88 Total $10,272,393.45 Note:Preliminary and subject to change.Assumed rating of ‘A’with municipal bond insurance policy.Interest rate assumptions are based on current market conditions and similar credits.Actual actual results may differ,and Stifel,as the City’s Municipal Advisor,makes no commitment that the City’s underwriter will underwrite at these levels.Costs of issuance and underwriter's discount are estimates for discussion purposes.Page 114 of 367 Proposed Ordinance •Authorizes the issuance and sale of stormwater revenue bonds, Series 2021 •Delegates authority to the Director of Finance or the City Manager •Describes: •The nature of the obligation •The city’s duties to the bond holders •The city’s rights with respect to the obligation •The security for the obligation •Approves the form of financing-related documents •Preliminary Official Statement (POS) •Bond Purchase Agreement •Paying Agent Agreement •Tax Compliance Certificate •Sets forth the following parameters relating to the bonds: •Maximum Interest Rate •Maximum Final MaturityPage 115 of 367 Proposed Schedule Date Event February 23, 2021 Issue RFP for Underwriting Services March 3, 2021 Draft financial documents and POS distributed March 15, 2021 City Council Meeting –First Reading of Bond Ordinance March 16, 2021 City selects Underwriter March 31, 2021 Submit financial documents to Rating Agency April 2, 2021 Rating call with Standards & Poor April 5, 2021 City Council Meeting –Second Reading of Bond Ordinance April 9, 2021 Receive rating May 4,2021 Post Preliminary Official Statement May 9, 2021 Bond ordinance becomes effective May 12, 2021 Pricing May 19, 2021 Post Final Official Statement May 24, 201 City to sign closing documents May 25, 2021 Closing –City receives funds Note: schedule is subject to change Page 116 of 367 Questions and Discussion Page 117 of 367 1 P R O C L A M A T I O N COVID-19 Victims and Survivors Memorial Day Proclamation WHEREAS, the first Monday in March, has been designated as COVID-19 Victims and Survivors Memorial Day; WHEREAS, COVID-19 (SARS-CoV-2) is an illness caused by a virus that can transmit from person to person and has spread across the world, creating a global pandemic that is having catastrophic effects on human life, our community, and our economy; WHEREAS, to mitigate the spread of COVID-19, observance of public health orders to social distance and stay at home have created challenges for small businesses, workers, and schools which are working to comply with limited resources; WHEREAS, School districts, teachers, students, and parents are grappling with the challenges of distance learning and working to prevent any potential learning loss due to not being in-person; WHEREAS, Local and state governments, health departments, and public servants have taken bold actions to protect residents, support struggling local economies, and find innovative ways to provide services; WHEREAS, in response to rapid spread of COVID-19 and stay-at-home orders, essential workers have stepped up to provide critical services to help protect our communities and save lives, sacrificing their own health and safety; WHEREAS, COVID-19 has had a disproportionate impact on low-income communities and communities of color, exacerbating inequities already prevalent in our systems that we must address as a nation; WHEREAS, the symptoms and severity of COVID-19 can vary dramatically by individual and the long-term health implications for survivors is largely unknown, as many survivors suffer with lingering side-effects of the disease long after they no longer test positive; WHEREAS, more than 2.4 million people worldwide and more than 500,000 in the United States have lost their lives due to COVID-19, and, in Englewood alone, 61 lives have been lost to this deadly virus; WHEREAS, each life lost to COVID-19 mattered and leaves a hole in the hearts of loved ones, family members, and surrounding community; Page 118 of 367 2 WHEREAS, public health guidance and policies targeted at prevention, such as social distancing, wearing masks in public, and staying home help mitigate the spread of COVID-19, prevent illness, and lessen the burden on individuals and society; WHEREAS, Colorado Crisis Services at 1-844-493-8255 or texting “TALK” to 38255 can be a resource for those experiencing loneliness or depression as a result of social distance and self-isolation. NOW, THEREFORE, BE IT PROCLAIMED, the United States Conference of Mayors supports the designation of the first Monday in March as “COVID-19 Memorial Day”, in remembrance of those who have lost their lives and in honor of those who continue to suffer from the impact of this virus, BE IT FURTHER PROCLAIMED, the United States Conference of Mayors urges cities to individually designate the first Monday in March as “COVID-19 Memorial Day”, in remembrance of those who have lost their lives and in honor of those who continue to suffer from the impact of this virus and to commemorate them in an appropriate manner each year on that day. BE IT FURTHER PROCLAIMED the United States Conference of Mayors urges cities to continue taking preventative measures such as social distancing and following public health orders to mitigate spread of this virus, in tribute to essential workers and those who rose in service to protect the public. GIVEN under my hand and seal this 1st day of March, 2021 Linda Olson, Mayor Page 119 of 367 MINUTES Teleconferenced City Council Regular Meeting Tuesday, February 16, 2021 Teleconferenced 6:00 PM 1 Call to Order The Special/Regular meeting of the Englewood City Council was called to order by Mayor Olson at 6:00 p.m. and held by teleconference. 2 Pledge of Allegiance The Pledge of Allegiance was led by Mayor Olson 3 Roll Call COUNCIL PRESENT: Mayor Linda Olson Mayor Pro Tem Othoniel Sierra Council Member Joe Anderson Council Member Dave Cuesta Council Member Rita Russell Council Member Cheryl Wink Council Member John Stone COUNCIL ABSENT: None STAFF PRESENT: City Manager Lewis Interim City Attorney Dorotik City Clerk Carlile Deputy City Clerk McKinnon Assistant to the City Manager Dodd Police Chief Collins Director of Finance Loh Director of Community Development Power Director of Public Works Maria D'Andrea Deputy Director of Operations and Maintenance Goodman Capital Project Manager Hoos Capital Project Engineer Siggue Senior Planner Bell Planner II Sampson Network Administrator Hunnicutt Page 1 of 11 Draft Page 120 of 367 Teleconferenced City Council Regular February 16, 2021 4 Study Session Topic There were not any Study Session items scheduled. 5 Consideration of Minutes of Previous Session a) Minutes of the Regular City Council Meeting of February 1, 2021. Council Member Russell noted that she had audio difficulties during agenda item 5(a) and was unable to vote. She would like that reflected in the February 1, 2021 minutes and amended. Moved by Council Member Othoniel Sierra Seconded by Council Member Cheryl Wink APPROVAL OF THE MINUTES OF THE SPECIAL/REGULAR CITY COUNCIL MEETING OF FEBRUARY 1, 2021 AS AMENDED. For Against Abstained Linda Olson x Othoniel Sierra (Moved By) x Joe Anderson x Dave Cuesta x Rita Russell x Cheryl Wink (Seconded By) x John Stone x 7 0 0 Motion CARRIED. 6 Appointments, Communications, Proclamations, and Recognition There were no Communications, Proclamations, or Appointments. 7 Recognition of Scheduled Public Comment a) Kathleen Bailey, an Englewood resident, submitted a written public comment regarding egregious ongoing failure to choose to upgrade S3 and S4 to 25‐year rain event infrastructure. b) Steven Kelly, an Englewood resident, addressed Council regarding the Off- Leash Task Force. c) Dan Kaufman, an Englewood resident, was scheduled to address Council regarding parking. Mr. Kaufman chose to speak during agenda item 10, regarding the public hearing. d) Kevin Kramer, an Englewood resident, addressed Council regarding the Jason Park survey. Page 2 of 11 Draft Page 121 of 367 Teleconferenced City Council Regular February 16, 2021 8 Recognition of Unscheduled Public Comment a) Janice Brown, an Englewood resident, addressed Council regarding good news and organic turf building projects. b) Jake Gilbert, an Englewood resident, addressed Council regarding off leash parks. c) Kyle Martinez, an Englewood resident, addressed Council regarding Council Member Stone. d) Juan Marcano, an Aurora Council Member, addressed Council thanking Mayor Olson and Council Member Stone for their work on homelessness. e) Alison Coombs, an Aurora Council Member, addressed Council thanking Mayor Olson and Member Stone for their work on homelessness. f) Cynthia Searfoss, an Englewood resident, addressed Council regarding Council Member Stone and stormwater. g) Marcia Marshall, an Englewood resident, addressed Council regarding Council Member Stone. h) C. A. Dickerson, an Englewood resident, submitted written comments regarding the proposed amendment for Title 2 regarding board and commission youth members. Council Member Wink responded to Public Comment. 9 Consent Agenda Items Moved by Council Member Sierra, seconded by Council Member Stone to approve Consent Agenda Items 9(b)(i) and 9(c)(i-ii). Council Member Rita Russell removed Agenda Items 9(b)(i) from Consent Agenda. a) Approval of Ordinances on First Reading There were no Ordinances on First Reading. b) Approval of Ordinances on Second Reading. i) CB 04 - Amendment to Title 2 Boards and Commissions [Clerks note: This agenda item was removed from the Consent Agenda Motion and considered independently.] Moved by Council Member Rita Russell Page 3 of 11 Draft Page 122 of 367 Teleconferenced City Council Regular February 16, 2021 Seconded by Council Member Linda Olson Motion to amend Council Bill No. 4 removing youths as voting members of board, commission, and committees. For Against Abstained Linda Olson (Seconded By) x Rita Russell (Moved By) x Othoniel Sierra x Joe Anderson x Dave Cuesta x Cheryl Wink x John Stone x 7 0 0 Motion CARRIED. Moved by Council Member Joe Anderson Seconded by Council Member John Stone COUNCIL BILL NO. 04 INTRODUCED BY COUNCIL MEMBER ANDERSON A BILL FOR AN ORDINANCE AMENDING TITLE 2, BY ESTABLISHING CHAPTER 13A, REGARDING ESTABLISHMENT OF GENERAL POLICIES APPLICABLE TO ALL BOARDS AND COMMISSIONS, ALL WITHIN THE CITY OF ENGLEWOOD, COLORADO AS AMENDED. For Against Abstained Linda Olson x Othoniel Sierra x Joe Anderson (Moved By) x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone (Seconded By) x 7 0 0 Motion CARRIED. c) Resolutions and Motions i) Removal of Transportation Advisory Committee (ETAC) Alternate Member Page 4 of 11 Draft Page 123 of 367 Teleconferenced City Council Regular February 16, 2021 Approval to remove a member of the Englewood Transportation Advisory Committee due to lack of attendance at the scheduled meetings. ii) Renewal of 2020 Concrete Trip Hazard Elimination contract Moved by Council Member Othoniel Sierra Seconded by Council Member John Stone Approval to renew the Concrete Trip Hazard Elimination contract with Precision Concrete Cutting for Pavement Maintenance Zone 3 work in the amount of $150,000. Approval of consent agenda items 9(c)(i-ii) For Against Abstained Linda Olson x Othoniel Sierra (Moved By) x Joe Anderson x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone (Seconded By) x 7 0 0 Motion CARRIED The meeting recessed at 7:13 p.m. for a break. The meeting reconvened at 7:17 p.m. with all Council Members present. 10 Public Hearing Items a) Public Hearing on WH PUD Site Development Plan for Winslow Crane, 3002 S Huron Street. Moved by Council Member Othoniel Sierra Seconded by Council Member Cheryl Wink TO OPEN THE PUBLIC HEARING FOR WH PUD SITE DEVELOPMENT PLAN FOR WINSLOW CRANE 3002 S. HURON STREET. For Against Abstained Linda Olson x Othoniel Sierra (Moved By) x Joe Anderson x Dave Cuesta x Rita Russell x Page 5 of 11 Draft Page 124 of 367 Teleconferenced City Council Regular February 16, 2021 Cheryl Wink (Seconded By) x John Stone x 7 0 0 Motion CARRIED. The meeting recessed at 7:26 p.m. for a break. The meeting reconvened at 7:30 p.m. with all Council Members present. All testimony was given under oath. Senior Planner Brook Bell and Planner II Erik Sampson presented information regarding the proposed WH Planned Unit Development Site Development Plan for Winslow Crane, 3002 S Huron Street. Bryant Winslow of Darmouth MFP, LLC, Alex Krasnex, and Brett Parmelee of Saunders Commercial Development Company, Terry Willis, and James Ronczy of KTGY Architecture and Planning and Kevin Roth of Roth Lang Engineering Group presented information regarding the proposed WH Planned Unit Development Site Development Plan for Winslow Crane, 3002 S Huron Street. Two citizens spoke in favor of the proposed PUD. One citizen spoke in opposition of the proposed PUD. Two citizens provided general comments in regards to the proposed PUD. Moved by Council Member John Stone Seconded by Council Member Joe Anderson TO CLOSE THE PUBLIC HEARING FOR WH PUD SITE DEVELOPMENT PLAN FOR WINSLOW CRANE 3002 S. HURON STREET. For Against Abstained Linda Olson x Othoniel Sierra x Joe Anderson (Seconded By) x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone (Moved By) x 7 0 0 Motion CARRIED. b) Public Hearing for a vacation of a portion of South Huron St - Winslow Crane Planned Unit Development. Page 6 of 11 Draft Page 125 of 367 Teleconferenced City Council Regular February 16, 2021 Moved by Council Member John Stone Seconded by Council Member Othoniel Sierra TO OPEN THE PUBLIC HEARING FOR A VACATION OF A PORTION OF SOUTH HURON ST. - WINSLOW CRANE PLANNED UNIT DEVELOPMENT. For Against Abstained Linda Olson x Othoniel Sierra (Seconded By) x Joe Anderson x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone (Moved By) x 7 0 0 Motion CARRIED. All testimony was given under oath. Planner II Erik Sampson presented information regarding the Vacation of a portion of S. Huron St. - Winslow Crane Planned Unit Development. No one provided public comment. Moved by Council Member Othoniel Sierra Seconded by Council Member Cheryl Wink TO CLOSE THE PUBLIC HEARING FOR A VACATION OF A PORTION OF SOUTH HURON ST. - WINSLOW CRANE PLANNED UNIT DEVELOPMENT. For Against Abstained Linda Olson x Othoniel Sierra (Moved By) x Joe Anderson x Dave Cuesta x Rita Russell x Cheryl Wink (Seconded By) x John Stone x 7 0 0 Motion CARRIED. c) Public Hearing for a vacation of a portion of West Cornell Ave right-of-way and a portion of the associated alley - Winslow Crane Planned Unit Development. Page 7 of 11 Draft Page 126 of 367 Teleconferenced City Council Regular February 16, 2021 Moved by Council Member Othoniel Sierra Seconded by Council Member Joe Anderson TO OPEN THE PUBLIC HEARING FOR A VACATION OF A PORTION OF WEST CORNELL AVE. RIGH-OF-WAY AND PORTION OF THE ASSOCIATED ALLEY. For Against Abstained Linda Olson x Othoniel Sierra (Moved By) x Joe Anderson (Seconded By) x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone x 7 0 0 Motion CARRIED. All testimony was given under oath. Planner II Erik Sampson presented information regarding the Vacation of a portion of West Cornell Ave. right-of-way and portion of the associated alley - Winslow Crane Planned Unit Development. No one provided public comment. Moved by Council Member John Stone Seconded by Council Member Cheryl Wink TO CLOSE THE PUBLIC HEARING FOR A VACATION OF A PORTION OF WEST CORNELL AVE. RIGH-OF-WAY AND PORTION OF THE ASSOCIATED ALLEY. For Against Abstained Linda Olson x Othoniel Sierra x Joe Anderson x Dave Cuesta x Rita Russell x Cheryl Wink (Seconded By) x John Stone (Moved By) x 7 0 0 Motion CARRIED. Page 8 of 11 Draft Page 127 of 367 Teleconferenced City Council Regular February 16, 2021 The meeting recessed at 9:12 p.m. for a break. The meeting reconvened at 9:19 p.m. with all Council Members present. 11 Ordinances, Resolutions and Motions a) Approval of Ordinances on First Reading There were no Ordinances on First Reading. b) Approval of Ordinances on Second Reading There were no additional Ordinances on Second Reading (See Agenda Items 9(b)(i).) c) Resolutions and Motions i) Contract for Services agreement with Calgon Carbon Corporation. Moved by Council Member Othoniel Sierra Seconded by Council Member Joe Anderson Approval of a Contract for Services agreement with Calgon Carbon Corporation to remove and install virgin Granular Activated Carbon filter media at the Allen Water Treatment Plant in the amount of $398,932.00. For Against Abstained Linda Olson x Othoniel Sierra (Moved By) x Joe Anderson (Seconded By) x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone x 7 0 0 Motion CARRIED. 12 Covid-19 Update 13 General Discussion a) Mayor's Choice i) Executive Session for a conference with the City Attorney for the purpose of receiving legal advice pursuant to C.R.S. Section 24-6-402(4)(b). Page 9 of 11 Draft Page 128 of 367 Teleconferenced City Council Regular February 16, 2021 Moved by Council Member Linda Olson Seconded by Council Member John Stone TO MOVE INTO EXECUTIVE SESSION: FOR A CONFERENCE WITH THE CITY ATTORNEY FOR THE PURPOSE OF RECEIVING LEGAL ADVICE PURSUANT TO C.R.S. SECTION 24-6-402(4)(B). For Against Abstained Linda Olson (Moved By) x Othoniel Sierra x Joe Anderson x Dave Cuesta x Rita Russell x Cheryl Wink x John Stone (Seconded By) x 7 0 0 Motion CARRIED. The meeting recessed at 9:33 p.m. to go into Executive Session. The Executive Session was held by teleconference. The meeting reconvened at 10:18 p.m. with all Council Members present. Mayor Olson recited the following statement: For the record, if any person who participated in the executive session believes that any substantial discussion of any matters not included in the motion to go into the executive session occurred during the executive session, or that any improper action occurred during the executive session in violation of the Open Meetings Law, I would ask that you state your concerns for the record. None stated. Moved by Council Member Cheryl Wink Seconded by Council Member John Stone TO CLOSE THE EXECUTIVE SESSION. For Against Abstained Linda Olson x Othoniel Sierra x Joe Anderson x Dave Cuesta x Page 10 of 11 Draft Page 129 of 367 Teleconferenced City Council Regular February 16, 2021 Rita Russell x Cheryl Wink (Moved By) x John Stone (Seconded By) x 7 0 0 Motion CARRIED. b) Council Members' Choice 14 City Manager’s Report 15 City Attorney’s Report 16 Adjournment Roll call was taken to adjourn the meeting - Seven Ayes. The meeting adjourned at 10:38 p.m. City Clerk Page 11 of 11 Draft Page 130 of 367 1 Jayde Truscott Reed From:Kathleen B <kbecology@hotmail.com> Sent:Wednesday, February 24, 2021 7:42 AM To:City Clerk Subject:3/01/21 PUBLIC City Council Meeting Public Statement Follow Up Flag:Flag for follow up Flag Status:Flagged USE CAUTION: This email originated from outside of the organization. DO NOT CLICK LINKS or OPEN ATTACHMENTS unless you have verified the sender and know that the content is legitimate. 3/01/21 PUBLIC City Council Meeting Public Statement ‐ After the 7/24/18 Tragic Deadly Flood Many Englewood Citizens beyond The Flood Victims were angry at learning of Englewood’s dangerously INADEQUATE Storm Water Infrastructure. And Prior to Council’s hiring of our LATEST City Manager a year ago, serious Plans were put in Place to actually UPGRADE the dangerously inadequate 2‐Year Rain Event Pipe Infrastructure to the largest Pipe Infrastructure that this City can install ‐ 25‐Year Rain Event Infrastructure. But our LATEST City Manager Shawn Lewis, who from the get go expressed to me that ‐ not very Many Englewood Citizens have been impacted by Floods ‐ has systematically worked to dismantle the Storm Sewer Pipe Infrastructure Upgrade Plans put in Place PRIOR to his Being hired. And he has succeeded SIMPLY by grooming each Council Member during private twice a week meetings with high praise and support FOR EACH of their little Personal Goals. And Council just love him and eat out of his hands like puppies waiting for a treat. And tragically once again the Elected Governing City Council has made the City Manager they HIRED the De Facto Governing Body of this City ‐ immediately placing the MAJORITY of our average Englewood Citizens at the VERY BOTTOM of HIS PLANS for this City. Through many ongoing efforts I had HOPED I could bring City Council back to re‐commit to the the THE STORM WATER INFRASTRUCTURE UPGRADE THEY IDENTIFIED AND COMMITTED TO ‐ PRIOR TO HIRING the Latest City Manager Shawn Lewis. But the 2/22/21 Council Study Session established that Council has CLOSED that door. In dismay and frustration I sent Council the following two emails on 2/23/21: First email ‐ “Council/Staff, Page 131 of 367 2 Wow it is fascinating watching Staff’s slight of hand with facts and Plans and Council just eagerly following like eager puppies. Why am I fighting so hard to get Council to MAINTAIN your commitment to 25‐Year Rain Event Pipe Infrastructure? According to all of you I am simply stupid for putting my faith in ALL Previous Studies prior to Ultieg. And Stupid for not recognizing the WISDOM of Staff acting as if the switch to $10M Bond is just the frugal responsible thing to do. Rather then a reflection of their complete abandonment of the original commitment to Upgrade to 25‐Year Pipe Infrastructure throughout South Englewood Basin. Let’s review Fact 1) When the tragedy of 7/24/18 occurred STAFF informed Council that We CANNOT UPSIZE The CAPACITY of THE AREA OF THE FLOOD WITHOUT FIRST INCREASING THE CAPACITY OF THE DOWN STREAM PIPES ‐ S1 and S2. Which would also prevent further Sink Holes on Oxford in Sheridan. Victims and Concerned Citizens like myself and Council grasped that fact. Member Olson you face that having to wait for Denver to Upsize their Pipes. Gee ‐ Maybe ENGLEWOOD STAFF will determine that once Denver upsizes the down stream receiving end that the Englewood side will NO LONGER needs to be Upsized! I am sure you would be fine with that! 2) Council chose 25‐Year Pipe Conveyance. And based on Council/Staff/Sobota to upgrade to 25‐year rain event pipe capacity infrastructure in S1, S2, & S3 (Prior to introduction of Hospital) would require $30M and the significant Rate Increase needed to support a $30M Bond. Victims and Concerned Citizens like myself and Council grasped that fact, and looked forward to the 25‐Year Rain Event Pipe upgrade in S3! Then Hospital added, which required dividing the planned upgrade work on S3 into S3a & Sb in order to not exceed the $30M Bond. Victims and Concerned Citizens like myself and Council grasped that fact. 3) But on 8/17/20 the Entire PLAN for S3 and S4 was CHANGED. WHILE ONLY THE SIGNIFICANT RATE INCREASE ON RESIDENTS BASED ON THE ORIGINAL PLAN REMAINS. And instead of Getting 25‐Year Rain Event Pipe Infrastructure THAT THE RATE INCREASE WAS SPECIFIED FOR the Residents get only a few Upgraded Inlets, a few new Inlets, and a few segments of pipe added to the existing 2‐Year Rain Event Infrastructure! You have pulled a grotesque Scam on the S3, S4 Residents. If THAT was all you planned for S3 and S4 from the get go then then there wouldn’t have been a $30 bond and the SIGNIFICANT RATE INCREASE needed to support that Bond. Member Russell, the flood water that filled the basements on the east side of Acoma where the young woman drowned came off of Broadway NOT out of the Alley Pipe. And there is nothing in the Ultieg Plan that will capture the amount of water raging off Broadway as seen in the Video. Page 132 of 367 3 And as far as the planned “upgraded inlet” over the “18 inch pipe segment” at the end of a drainage pipe that begins two blocks East of Broadway and ends in the Middle of the Alley between Acoma and Bannock ‐ good luck with that. BUT You are sincerely doing the best that you can and I wish you were right. Because Citizens Trust You. The rest of you simply hung your brains out to pasture while you faithfully and willfully ignorantly follow your chosen Leaders ‐ who have absolutely no intention and see no value in investing in protecting the Average Englewood residents in their modest little homes in S3 and S4. I do look forward to reading the MHFD/Dewberry Study this Summer. Kathleen Bailey Sent from my iPhone“ Second email ‐ “And by the way ‐ The FACT that Staff plans installing ALL of the Priority Ultieg Plans for S3 and S4 PRIOR to the Down Stream Upgrade in S1 and S2 SUBSTANTIATES THE FACT that the Ultieg Plan DOES NOT INCREASE the existing 2‐Year Rain Event CARRYING CAPACITY of drainage Storm Water heading to S1 and S2. And therefore there is NOW absolutely NO CONCERN to have to Upgrade S1 and S2 FIRST. Sent from my iPhone“ My emails reflect anger, frustration, and deep concern for the CONTINUED RISK to the Life, Health, and Property of the vulnerable residents in S3 and S4. If any citizen wants to criticize me that’s fine ‐ I understand. But I hope other Citizens who have the same concerns will also speak up. Thank you, Kathleen Bailey District 4 Sent from my iPhone” Page 133 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: Alex Dorotik DEPARTMENT: City Attorney's Office DATE: March 1, 2021 SUBJECT: First Reading of an Amendment to Title 7, Chapter 1A - CARE OF ANIMALS DESCRIPTION: CB 07 - First Reading of an Amendment to Title 7, Chapter 1A - CARE OF ANIMALS RECOMMENDATION: Staff recommends Council adopt a bill for an ordinance making amendments to Title 7, Chapter 1A which will allow code enforcement the discretion to impound domesticated animals in addition to dogs and cats. PREVIOUS COUNCIL ACTION: 1. Council adopted Title 7, Chapter 1A of the EMC on June 16, 2008. 2. On January 11, 2021, Council heard recommendations from the CEAC that Title 7, Chapter 1A of the EMC be amended to allow for Code Enforcem ent Officers to have the option to impound all domesticated animals, in addition to just dogs and cats, that are running at large, subject to cruelty or neglect, or dangerous. Council instructed the CAO to compose the amendment reflective of the recommendation, present such amendments to the CEAC, and then present the proposed Amendments to Council. SUMMARY: These amendments will allow Code Enforcement Officers the discretion to impound any domesticated animal that is at large, being subjected to cruelty or neglect or is dangerous. ANALYSIS: This amendment changes the EMC in the following ways: 1. Title 7, Chapter 1A - the chapter title is changed, from "Dogs and Cats to "Care of Animals". 2. Title 7, Chapter 1A, section 3 - Running at Large - the reference to the animals that may be found to be unlawfully running at large is changed from "dog and cat" to "domesticated animal". Page 134 of 367 (Within Title 7, Domesticated Animal, is defined as: Dog or cat or any other animal kept as a household pet or as livestock.) 3. Title 7, Chapter 1A, section 5 - Impoundment of Animals; Notice, Disposition - all references to "dog and cat" are changed to "domesticated animal". 4. Title 7, Chapter 1A, section 9 - Cruelty to or Neglect of Dogs and Cats - all references to "dog and cat" are changed to "domesticated animal". 5. Title 7, Chapter 1A, section 16 - Dangerous Animals Prohibited - all references to "dog and cat" are changed to "domesticated animal". FINANCIAL IMPLICATIONS: Likely none, Englewood has a lump sum contract with the animal shelter to take and care for any impounded animal. If there is a large vo lume of additional impounds, there may be requested increases for future contracts. CONNECTION TO STRATEGIC PLAN: Safety- A city that protects its people, infrastructure, and built environment - This amendment promotes the safety of Code Enforcement Officers; Citizens, and Domesticated Animals. ALTERNATIVES: Council may approve, reject, or offer further amendment to the proposed EMC changes. ATTACHMENTS: Council Bill #7 - changes to Title 7, Chapter 1A Page 135 of 367 BY AUTHORITY ORDINANCE NO. ____ COUNCIL BILL NO. 07 SERIES OF 2021 INTRODUCED BY COUNCIL MEMBER _______________ A BILL FOR AN ORDINANCE AMENDING TITLE 7, CHAPTER 1A, SECTIONS 3; 5; 9; 16 REGARDING THE IMPOUNDMENT OF ANIMALS AND THE CLASSIFICATION OF DANGEROUS ANIMALS. WHEREAS, Englewood Municipal Code Title 7, Chapter 1A currently allows for the impoundment and classification of certain animals, dogs and cats, but does not allow for other animals, including domesticated, neglected, and dangerous anima ls, to be impounded WHEREAS, the Englewood City Council finds and determines that the procedures and safeguards for the impoundment of dogs and cats within the Englewood Municipal Code have provided for the health and safety of dogs and cats as well as the community, while also ensuring that dog and cat owners are afforded due process in addressing the impound. WHEREAS, the Englewood City Council finds and determines that Code Enforcement should have the option to impound animals kept in contravention of t he Englewood Municipal Code, including domesticated animals which are not permitted to be kept within the city, neglected animals and dangerous animals; WHEREAS, the Englewood City Council finds that the stated changes were recommended by the Code Enforcement Advisory Committee. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ENGLEWOOD, COLORADO, AS FOLLOWS: In accordance with the provisions of Englewood Municipal Code the following amendments to Title 7, Public Safety, are hereby approved: Section 1: Title 7, Chapter 1A, Sections 3; 5; 9; 16. Title 7 shall be amended by amending Chapter 1A, sections 3; 5; 9; 16 as follows: Chapter 1A – DOGS AND CATS CARE OF ANIMALS 7-1A-3: - Running at Large. It shall be unlawful for any dog or cat domesticated animal owner to allow such animal to run at large. 7-1A-5: - Impoundment of Animals at Large; Notice, Disposition. Page 136 of 367 A. Any dog or cat domesticated animal found running at large or animal kept in violation of this code may be taken by the City and impounded in a shelter designated by the City. B. Except for dogs and cats domesticated animals subjected to cruelty or neglect (7 -1A- 9), or that are Dangerous (7 -1A-16), or suspected of rabies infection (7 -1A-11), any impounded at large dog or cat domesticated animal may be claimed by and released to its owner upon payment of fines and fees at the Violations Bureau. C. Impounded dogs and cats domesticated animals not claimed by owner within six (6) business days may be disposed of by the City in any suitable manner. D. Evidence of current rabies vaccination is required prior to release of impounded dogs or cats. E. When a dog or cat domesticated animal is found running at large and ownership of such animal is known to City personnel, such animal need not be impounded, but such personnel may cite and return the animal to the owner. F. Immediately upon impounding a dog or cat domesticated animal, the City shall make a reasonable effort to notify the owner of such ani mal and inform such owner of the conditions whereby the owner may retain custody of such animal. G. Impoundment fees for dogs and cats domesticated animal shall be set by City Council Resolution. Englewood Municipal Code 7-1A-9: -Cruelty to or Neglect of Dogs and Cats Domesticated Animals. A. It shall be unlawful for any person to kill, maim, disfigure, torture, torment, neglect, beat, burn or scald with any substance a domesticated animal, or cause a dog or cat domesticated animal to endure unreasonable or unjustifiable pain, suffering or injury. B. It shall be unlawful for any person to antagonize, intimidate, threaten, abuse or verbally harass any dog or cat domesticated animal. C. Care and Maintenance. It shall be unlawful for any person keeping or harboring any dog or cat domesticated animal to fail or refuse to provide such dog or cat domesticated animal with proper food, drink, shade and shelter. Proper food, drink, shade and shelter shall require that: 1. Each dog or cat domesticated animal shall receive an adequate daily supply of clean, fresh food suitable for its physical condition and age sufficient to maintain a healthy level of nutrition. Page 137 of 367 2. Each dog or cat domesticated animal shall, at all times, have an adequate and accessible supply of clean, fresh, potable water and such water shall be provided either free-flowing or in a clean, stable receptacle. 3. Each dog or cat domesticated animal housed outdoors or tethered outdoors shall have convenient access to appropriate weather and temperature resistant shelter throughout the year. Any shelter shall be structurally sound, clean, adequately sized, and maintained in good repair to protect the dog or cat domesticated animal from injury and from the elements. 4. The living area for the dog or cat domesticated animal shall have adequate drainage such that the dog or cat domesticated animal shall be free to walk, sit, stretch or lie down on a dry surface. 5. If a dog or cat domesticated animal is housed outdoors, in addition to a shelter, it shall be provided with an enclosure to minimize risk of injury and to provide sufficient space to enable freedom of movement and exercise. 6. An animal A domesticated animal may not be placed or confined, or allowed to be placed or confined or allowed to remain in an unattended vehicle without sufficient ventilation or under conditions or for such period of time as may be expected to endanger the health or well-being of domesticated animal due to heat, lack of water or such other circumstances as may be expected to cause suffering, injury or death. A Code Enforcement Officer or Police Officer who finds a domesticated animal in a vehicle in violation of this Section may enter the vehicle by using the amount of force reasonably necessary to remove the domesticated animal. D. The City may take and impound any dog or cat domesticated animal found to be subjected to prohibited treatment described in this Section. If the owner has not submi tted a request to reclaim the domesticated animal within six (6) business days, the City may dispose of the domesticated animal in any suitable manner. If a claim is made by the Municipal Court for the dog or cat domesticated animal, the domesticated animal shall be held by the City or by a shelter designated by the City until the Municipal Court enters an order finding either: 1. Charges under this Section cannot be proven beyond a reasonable doubt, or 2. The Municipal Court finds that care and maintenance issues under Paragraphs B and C above have been satisfactorily remedied. The domesticated animal may be released upon payment of any fines, fees and impoundment costs. A domesticated animal impounded under the provisions of Paragraph A of this Section shall not be returned to its owner, but may be disposed of in any suitable manner at the discretion of the City. 7-1A-16: - "Dangerous" Animals Prohibited. A. It shall be unlawful for any person to own or harbor a "Dangerous" animal, except as provided in Subsection H of this Section. Page 138 of 367 B. An owner of a dog or cat domesticated animal that has been adjudicated as having committed acts that would be deemed "Dangerous" as set forth in this Chapter in any other jurisdiction shall register said animal with the City as a "Dangerous animal". C. The owner of any dog or cat domesticated animal shall be responsible for any damage committed by that dog or cat against any property, real or personal, live or inanimate, or any person or domesticated animal. D. It is an affirmative defense to the charge of "At -Risk" or "Dangerous" animal that the person or animal that was attacked by the "Dangerous" animal was: 1. Other than in self-defense or defense of others, attacking the animal or engaging in conduct reasonably calculated to provoke the animal to attack or bite; or 2. Unlawfully engaging in entry into or upon the premises or containment within which the animal was lawfully kept; or 3. Unlawfully engaging in entry into or in or upon a vehicle in which the animal was confined; or 4. Harassing the animal; or 5. Assaulting another person; or 6. Attempting to stop a fight between the animal and any other animal; or 7. Attempting to aid the animal when it was injured; or 8. Attempting to capture the animal in the absence of the owner; or 9. A veterinary health care worker, dog groomer, humane agency staff person, professional dog handler, trainer, Code Enforcement or Police Officer or other professional acting in the performance of his or her respective duties. E. Exemption. Employees or agents of the City or any local, state or federal governmental entity, using animals within the course of their duties or employment shall be exempt from the provisions of Paragraphs A, B and C above. F. Impoundment. Any animal which has cause d injury to any person or domestic animal or which has committed any behavior defined as "Dangerous" herein, may be seized and impounded as provided for in this Chapter. G. Impoundment Hearing. Any animal impounded pursuant to this Chapter may be held for a hearing before the Municipal Court to determine the disposition of such animal. Dogs or cats domesticated animal not claimed by their owners before the expiration of six (6) business days may be disposed of at the discretion of the City. The City shall Page 139 of 367 notify, when ascertainable, the owner of the animal in writing of the date, time, place and purpose of the hearing. The Court may conduct such hearing at the earliest date available to the Court. If, on the date of the hearing, the duly notified owner does not appear, the Court may proceed with the hearing. The hearing may take place regardless of any pending municipal charge pertaining to the animal. The Court may order the animal to remain impounded at the owner's expense until final disposition of any pending municipal charges. The owner shall bear all costs of impounding the animal regardless of the results of any municipal charges. If the Court determines that it is not appropriate to order the animal impounded the Court may order the animal returned to the owner and to be kept under such circumstances as will ensure the safety of persons, property or other animals. H. Conditions for Keeping an Animal Classified as "Dangerous". 1. The owner of the classified animal shall comply with all of the following conditions: a. The owner of the "Dangerous" animal shall pay a permit fee to be set by City Council Resolution. Said permit shall not be issued until inspection and approval of the Escape - Proof Enclosure. b. Only one (1) "Dangerous" animal may be permitted , per residence. c. The owner of the "Dangerous" animal shall keep current the permit for such "Dangerous" animal through annual renewal. Such permit is not transferable or renewable except by the holder of the permit or by a member of the immediate family of such permitee. A "Dangerous" animal permit tag will be issued to the owner at the time of issuance of the permit. Such permit tag shall be attached to the "Dangerous" animal by means of a collar or harness which must be worn by the animal at all times. It should be clearly visible, and shall not be attached to any "Dangerous" animal other than the "Dangerous" animal for which the permit was issued. d. The owner of a "Dangerous" animal must be at least eighteen (18) years of age. e. The Court may require proof of liability coverage which will cover any damage or injury caused by a "Dangerous" animal. f. The owner of a "Dangerous" animal shall, at the owner's own expense, have the "Dangerous" animal spayed or neutered and shall present to the City Manager or designee documentary proof from a licensed veterinarian that this sterilization has been performed. g. The owner of a "Dangerous" animal shall, at the owner's own expense, within ten (10) business days, have a microchip containing an identification numb er implanted into the "Dangerous" animal. The City Manager or designee shall maintain a file containing the Page 140 of 367 registration numbers and shall coordinate that list with the State. The owner shall notify the City Manager or designee of any change of address wit hin fifteen (15) working days. h. The owner must confine the "Dangerous" animal in a building or enclosure designed to be escape-proof and, whenever the animal is outside of the building or enclosure, keep the animal under the owner's control by use of a l eash. The owner shall post a conspicuous warning sign on the building or enclosure notifying others that a "Dangerous" animal is housed in the building or enclosure. In addition, if the conviction is for a second or subsequent offense, the "Dangerous" anim al shall also be muzzled whenever it is outside of the building or enclosure. i. The owner shall immediately notify the City Manager or designee in the event that the "Dangerous" animal is loose, stolen, at large, unconfined, has mauled, bitten, attacked, threatened, or in any way menaced another domesticated animal or human. The owner shall also notify the City Manager or designee in the event the "Dangerous" animal is sold, disposed of, or has died. j. Failure to comply with any of these conditions may re sult in the impoundment of the animal, subject to disposition pursuant to 7 -1A-16, Section F, E.M.C. Declassification. A declassification fee in an amount to be set by City Council Resolution will be assessed when the classification period begins. Declassi fication shall occur pursuant to this Chapter. The following conditions must be met: 1. Animals that have been classified as "At -Risk" for one (1) year without further violation, and two (2) years without further violation for any animal classified as "Dangerous", since the most recent citation by such animal, and 2. Written certification of satisfactory completion of approved obedience training, AKC "Canine Good Citizen" program or equivalent for the classified animal, with the owner, and 3. Any additional condition ordered by the City Manager or his designee or the Municipal Court. J. Euthanization. Upon a classification of "Dangerous" animal, the Court, in addition to the requirements set forth in this Chapter and the penalties set forth in the Code, may hold a hearing to determine if the animal should be euthanized, and, if so, the animal shall be euthanized under the supervision of a veterinarian. K. Authority for Immediate Destruction. After making reasonable attempts to control an animal, if a Code Enforcement Officer or Police Officer determines that the animal presents a danger to any person or domestic animal, it shall be lawful for the officer to destroy the animal without notice to the animal owner. Page 141 of 367 Section 2. Notice of general provisions and findings applicable to interpretation and application of this Ordinance: Applicability of Title 1, Chapter 2, Savings Clause. The provisions of E.M.C. Title 1, Chapter 2, Savings Clause apply to the interpretation and application of this Ordinance, unless otherwise set forth above, including, but not limited to, the provisions regarding severability, inconsistent ordinances or code provisions, effect of repeal or modification, and legislation not affected by repeal. Enforcement. E.M.C. mandates that except as otherwise provided within specific Titles, Chapters or Sections of the E.M.C., the violation of any provision of the E.M.C. shall be punished by a fine not exceeding two thousand six hundred and fifty dollars ($2650.00) or imprisonment for a term not exceeding three hundred sixty (360) days or both. Safety Clauses. The Englewood City Council hereby finds, determines, and declares that this Ordinance is promulgated under the general police power of the City of Englewood, that it is promulgated for the health, safety, and welfare of the public, and that this Ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. The Englewood City Council further determines that the Ordinance bears a rational relation to the proper legislative object sought to be obtained. Introduced, read in full, and passed on first reading on the 1st day of March, 2021. Published by Title as a Bill for an Ordinance in the City’s official newspaper on the 4th day of March, 2021. Published as a Bill for an Ordinance on the City’s official website beginning on the 3rd day of March, 2021 for thirty (30) days. Linda Olson, Mayor ATTEST: _________________________________ Stephanie Carlile, City Clerk I, Stephanie Carlile, City Clerk of the City of Englewood, Colorado, hereby certify that the above and foregoing is a true copy of a Bill for an Ordinance, introduced, read in full, and passed on first reading on the 1st day of March, 2021. Stephanie Carlile Page 142 of 367 Page 143 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: Alex Dorotik DEPARTMENT: City Attorney's Office, City Clerk's Office DATE: March 1, 2021 SUBJECT: Updates to Title 2 Boards and Commissions DESCRIPTION: CB 04 - Amendment to Title 2 Boards and Commissions RECOMMENDATION: Staff recommends City Council approve, by Ordinance, updates regarding Title 2 Boards and Commissions. PREVIOUS COUNCIL ACTION: At the January 11, 2021 Study Session, Council reviewed and discussed revisions to the Board and Commission Handbook. The Board and Commission Handbook was approved with revisions on January 19, 2021. SUMMARY: The intent of this Ordinance is to provide the City Council with the greatest possible flexibility in assuring broad participation in boards, commissions and committees, and to allow the City Council to meet the current needs of such established bodies and the community. ANALYSIS: This Amendment will allow for Council to appoint non-voting alternate and youth members to boards and commissions and to clarify the roles of such members, giving Council maximum flexibility to appoint or not appoint such members. FINANCIAL IMPLICATIONS: N/A CONNECTION TO STRATEGIC PLAN: Governance - allowing for maximum efficiency and flexibility in ensuring participation in Boards and Commissions ALTERNATIVES: Council may approve this amendment to Title 2 and allow for/clarify the roles of alternate and youth members, or, Council may not approve this amendment and the status quo will remain for the appointment of board and commission members. Page 144 of 367 ATTACHMENTS: Council Bill #04 - Update to Title 2 Page 145 of 367 Page 1 of 3 BY AUTHORITY ORDINANCE NO. ____ COUNCIL BILL NO. 04 SERIES OF 2021 INTRODUCED BY COUNCIL MEMBER SIERRA AN ORDINANCE AMENDING TITLE 2, BY ESTABLISHING CHAPTER 13A, REGARDING ESTABLISHMENT OF GENERAL POLICIES APPLICABLE TO ALL BOARDS AND COMMISSIONS, ALL WITHIN THE CITY OF ENGLEWOOD, COLORADO. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ENGLEWOOD, COLORADO, AS FOLLOWS: Section 1: Establishing Title 2, Chapter 13A. Title 2, Chapter 13A, is hereby established to set forth General Policies applicable to all boards, commissions and committees established within this Title 2. 2-13A-1: Authority of City Council to appoint non-voting alternate members and youth members to any standing body established by this Title 2. 1.The City Council is hereby authorized to appoint non-voting alternate members and youth members to any board, commission or committee established by this Title. Appointment of alternate and youth members may be within the same Resolution appointing regular members to such boards, commissions or committees, or may be by separate Resolution or regular motion. 2.Alternate members are permitted to vote when serving in the place of a r egular member not in attendance at such meeting. 3.Youth members shall be voting members of any board, commission or committee to which they are appointed unless otherwise designated by action of the City Council. 4.The City Council may choose not to fill or to continue any alternate or youth positions not provided for within the specific enabling legislation of a board, commission or committee. 5.The intent of this section is to provide the City Council with the greatest possible flexibility in assuring broad participation in boards, commissions and committees, and to allow the City Council to meet the current needs of such established bodies and the community. Page 146 of 367 Page 2 of 3 Section 2. Notice of general provisions and findings applicable to interpretation and application of this Ordinance: Applicability of Title 1, Chapter 2, Savings Clause. The provisions of E.M.C. Title 1, Chapter 2, Savings Clause apply to the interpretation and application of this Ordinance, unless otherwise set forth above, including, but not limited to, the provisions regarding severability, inconsistent ordinances or code provisions, effect of repeal or modification, and legislation not affected by repeal. Enforcement. The matters referenced within this Ordinance are not subject to enforcement action. Safety Clauses. The Englewood City Council hereby finds, determines, and declares that this Ordinance is promulgated under the general police power of the City of Englewood, that it is promulgated for the health, safety, and welfare of the public, and that this Ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. The Englewood City Council further determines that the Ordinance bears a rational relation to the proper legislative object sought to be obtained. Introduced, read in full, and passed on first reading on the 1st day of February, 2021. Published by Title as a Bill for an Ordinance in the City’s official newspaper on the 4th day of February, 2021. Published as a Bill for an Ordinance on the City’s official website beginning on the 3rd day of February, 2021 for thirty (30) days. Read by Title and amended on second reading on the 16th day of February, Linda Olson, Mayor 2021. Read by Title and passed on final reading on the 1st day of March, 2021. Published by Title in the City’s official newspaper as Ordinance No. ___, Series of 2021, on the 4th day of March, 2021. Published by title on the City’s official website beginning on the 3rd day of March, 2021 for thirty (30) days. This Ordinance shall take effect thirty (30) days after publication following final passage. ATTEST: Stephanie Carlile, City Clerk Page 147 of 367 Page 3 of 3 I, Stephanie Carlile, City Clerk of the City of Englewood, Colorado, hereby certify that the above and foregoing is a true copy of the Ordinance passed on final reading and published by Title as Ordinance No. ___, Series of 2021. Stephanie Carlile Page 148 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: John Donakowski DEPARTMENT: Public Works DATE: March 1, 2021 SUBJECT: Change Order with Keesen Landscape Services, Inc. for Snow and Ice Control Services DESCRIPTION: Approval of Change Order with Keesen Landscape Services for EEF Snow & Ice Control Services RECOMMENDATION: Staff recommends that the City Council approve, by motion, Change Order No. 1 to supplement the current snow & ice removal contract to ensure adequate funds are available for the remainder of the snow season. PREVIOUS COUNCIL ACTION: On October 19, 2020, the City Council approved a contract with Keesen Landscape Services, Inc. for Englewood Environmental Foundation (EEF) Snow and Ice Control Services in an amount not to exceed $280,000. SUMMARY: The city has experienced twelve (12) snow events this season. The cost has averaged out to be approximately $12,390 per event. Staff has been monitoring the weather patterns and season precipitation and is concerned that the balance of existing approved funds will not be sufficient in the event of late season (March-April) large snow falls. An additional $100,000 is requested to be added to the original contract amount by Change Order. ANALYSIS: Since inception of the contract ($280,000) on October 21, 2020 a total of $148,682 has been invoiced as of February 4, 2021. This leaves $131,318 for the remainder of the season. FINANCIAL IMPLICATIONS: The original contract amount was set at $280,000 to be in line with average snow removal costs over the past several years. The proposed contract amendment would increase the contract from $280,000 to $380,000 in case the city experiences heavy snowfalls in March-April 2021. The contractor is required to submit invoices detailing the actual hours worked and the amount of materials expended, based on the amount of snow received. Staff monitors the work as it is occurring and verifies the invoices for accuracy in accordance with the contract unit prices, prior to payment. Therefore, funds are only expended for work performed, per snow event. Page 149 of 367 The additional $100,000 will be funded by the EEF budget line item 85-8501-55401 Repairs & Maintenance-General which has a current balance of $995,000. This balance is sufficient to cover the additional $100,000 costs, or snow removal, if necessary. CONNECTION TO STRATEGIC PLAN: Infrastructure - A city that proactively and in a cost-effective manner invests in, maintains, and plans to protect its infrastructure. ALTERNATIVES: City staff will be required to perform snow removal services for the EEF area if the approved contract funding limit is exceeded. This will take away from other staff priorities, particularly during storm events. CONCLUSION: Staff recommends that the City Council approve, by motion, a contract amendment to CFS 20- 66, in the amount of $100,000, for a total contract amount of $380,000. ATTACHMENTS: Contract Approval Summary Change Order No. 1 document CFS 20-66 EEF Area Map Page 150 of 367 Contract Approval Summary March 2019 Update Page | 1 Contact Identification Information (to be completed by the City Clerk) ID number: Authorizing Resolution/Ordinance: Recording Information: City Contact Information Staff Contact Person: John Donakowski Phone: 303-762-2532 Title: Facilities Project Manager Email: jdonakowski@englewoodco.gov Vendor Contact Information Vendor Name: Keesen Landscape Management Inc. Vendor Contact: Steve Genders Vendor Address: 3355 S. Umatilla St. Vendor Phone: 303-761-0444 City: Englewood Vendor Email: sgenders@keesenlandscape.com State: CO Zip Code: 80110 Contract Type Contract Type:Other (describe below) Description of ‘Other’ Contract Type: Vendor Services Agreement Description of Contract Work/Services: Attachments: ☐Contract -- ☐Original ☐Copy ☒Addendum(s) ☐Exhibit(s) ☐Certificate of Insurance Summary of Terms: Start Date: End Date: Total Years of Term:1 Total Amount of Contract for term (or estimated amount if based on item pricing): $380,000.00 If Amended: Original Amount $280,000.00 Amendment Amount $100,000.00 Total as Amended: $380,000.00 Renewal options available: The City may offer an extension based on the language provided in the special conditions section 2.32 of the initial ITB that was provided for this project. Payment terms (please describe terms or attach schedule if based on deliverables): The City will pay Vendor for the work in accordance with unit prices for actual services provided. Monthly payments will be made upon work completed and approval of the invoice. Typical snow removal services may include, but are not limited to: plowing/removing snow & ice from parking lots, sidewalks and pedestrian ramps. The bridge to the RTD light rail station is not included in the scope of work as a heating system is used to melt any snow or ice on the bridge. Deicing agents shall be applied to all pedestrian access/egress points, stair ways, sidewalks, and pedestrian ramps during or immediately after snow removal. Page 151 of 367 Contract Approval Summary March 2019 Update Page | 2 Attachments: ☒Copy of original Contract if this is an Amendment ☐Copies of related Contracts/Conveyances/Documents Source of Funds (Insert Excel Document Image): Attachment (For Capital Items Only / Expense Line Item Detail is Located in Open Gov): ☐Prior Month-End Project Status and Fund Balance Report Process for Choosing Vendor (Check Box): ☐Bid: ☐ Bid Evaluation Summary attached ☐ Bid Response of Proposed Awardee ☒RFP: ☐ RFP Evaluation Summary Attached ☐ RFP Response of Proposed Awardee ☐Quotes: Copy of Quotes attached ☐Optimal Source: Provide Detailed Explanation: ☐ Sole Source (Use as much space as necessary for detailed explanation): ☐ Qualification Based Selection / Best Value* (Continue on Next Page): *Note: Qualifications Based Selection / Best Value Justification detailed explanation may include the following information, but is not limited to: 1.) Product and provider reliability 2.) Product and project understanding 3.) Product availability / Low risk solution 4.) Ability to connect to with current City of Englewood IT systems 5.) Familiarization with the City of Englewood Page 152 of 367 Eh?lewood§’i<‘Ut'lili’.lTf*‘iE‘NT iilVl['§lUl\) CHANGEORDER Date:February 10,2021 Change Order #2 01 Project Name:Snow &Ice Control Services Contract #:CFS/20-66 Englewood Environmental Department:Foundation PO #1:2020-0000607 Project Manager:John Donakowski Original Agreement Date:October 21,2020 Keesen Landscape Management,Englewood Environmental Contractor:Inc.Location:Foundation «..'*."=.’.’f"’ ‘ -: C’":-.‘'‘“I_”"‘j’%¥'lf‘:'?*?""‘-:’";""ci'~“’F'.""Y“,2 ~s ~«» Select the best description of this Change Order(checkione):;_>:_ O dtlnfor » 1 ..C ‘»‘ s OriginalContractAmount: A.»“AN PVCEPE,20’2021 Previous Change Order(s):Previous change in time:‘0 ,Days Contract Amount Prior to Completion Date Priorto this ChangeOrder:this Change Order:__Octob_er_Ig9_,2021 Amount of this Change .._ b order:Change in contract time.(0 )Day? New Contract Amount:ober 20'2021 .l' _Thefollowing changes are hereby made to the contract documents: “7”ChangeinlChangein Ref ti Summary Description Contract Contract Price F Time Since inception of contract ($280,000)staff has invoiced $148,682 as r- of 2/4/21,which leaves $131,318 for the rest of the season.To date the City has had twelve (12)events which have averaged to be roughly $12,390 per event (most snow recorded has been 4"for one $100,000 0 Days City event).Staff has been monitoring the drought weather patterns and season precipitation and is concerned that balance of existing funds will notbe sufficient in the event of late large snow fall amounts. 1000 Englewood Parkway,Englewood,Colorado 80110-2373 (303)762-2300 www.englewoodgov.org Page 153 of 367 Ei??lewoodt’mrt;m4.*:*r-1t*Nr MVIESIHN CHANGEORDER The parties understand and agree that this Change Order does not amend or change the terms of thoriginal contract/agreement entered October 21,2020 into b the arties on;’ ''On anal A Date:42// Date:a —\\'3°'6\ *Accepted &Approved by Director 9f”P_ublicWorks:Date; ____m___ *Accepted 8.Approved by City ’ Manager Date:______ _ *‘Accepted&Approvedby Mayor Date: If the amount of the change order is 10%or more of the original contract amount,the Crty Manager must approve. ‘If the amount of the change order rs over $24,999 99.the change order willrequire City Council approval. PCM:Proposed Contract Modilicattorr 1000 Englewood Parkway,Engtewood,Colorado 80110-2373 (303)762-2300 wwwenglewoodgov org Page 154 of 367 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B 10/21/2020 Page 155 of 367 forth in the Outline Of Statement of Work attached hereto as Attachment B. A 5% retainage of the awarded project amount will be withheld until final inspection and acceptance by the Project Manager. DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B 10/20/2020 10/21/2020 10/21/2020 Page 156 of 367 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 157 of 367 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 158 of 367 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 159 of 367 Attachment B - Outline Of Statement of Work Page 1 of 5 ATTACHMENT B DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 160 of 367 Attachment B - Outline Of Statement of Work Page 2 of 5 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 161 of 367 Attachment B - Outline Of Statement of Work Page 3 of 5 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 162 of 367 Attachment B - Outline Of Statement of Work Page 4 of 5 N/A DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 163 of 367 Attachment B - Outline Of Statement of Work Page 5 of 5 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Director of Public Works Maria D'Andrea 10/21/2020 Page 164 of 367 Attachment C - Winning Bid Proposal Page 1 of 7 Attachment C - Winning Bid ProposalDocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 165 of 367 Attachment C - Winning Bid Proposal Page 2 of 7 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 166 of 367 Attachment C - Winning Bid Proposal Page 3 of 7 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 167 of 367 Attachment C - Winning Bid Proposal Page 4 of 7 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 168 of 367 Attachment C - Winning Bid Proposal Page 5 of 7 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 169 of 367 Attachment C - Winning Bid Proposal Page 6 of 7 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 170 of 367 Attachment C - Winning Bid Proposal Page 7 of 7 DocuSign Envelope ID: 6409AEC3-486B-43C7-A7DD-C4F69519924B Page 171 of 367 EASTMAN HURONELATIFOXGALAPAGOUS 285 DARTMOUTH SANTA FEINCAFLOYD INCAENGLEWOOD PKWY PRINTED: 2019-01-07 15:35 DRAWN BY: JDL Snow & Ice Removal (Limits shaded in yellow) Roadway cleared by City Clearing of RTD walk, bridge, andsteps requires approval prior to work. ¶N SCALE:DATE: January 7, 2019PHOTO DATE: 2016 1 inch = 300 feet Snow measure area Page 172 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: John Donakowski DEPARTMENT: Public Works DATE: March 1, 2021 SUBJECT: RTD Elevator Modernization Project DESCRIPTION: Modernization of the RTD elevator at the Englewood Station in the amount of $133,236.00. RECOMMENDATION: Staff recommends that the City Council approve, by resolution, a contract with thyssenkrupp Elevator for the modernization of the RTD elevator at the Englewood Station in the amount of $133,236.00. PREVIOUS COUNCIL ACTION: N/A SUMMARY: Staff is seeking approval of a contract with Thyssenkrupp to complete repairs to the RTD elevator to the light rail station. The work is detailed in the attached Elevators Modernization Proposal. The elevator is currently out of service and cannot be made operational without these repairs. The EEF Board approved this expense on February 5, 2021. ANALYSIS: Emergency Services was called on 12/28/20 in response to a person who was trapped inside the elevator. The Fire Department forced open the elevator doors which left the elevator unresponsive indefinitely. The elevator is inoperable until the repairs can be made. Staff is recommending that a full modernization be performed. This elevator is more than 20 years old and has been severely worn down by the outdoor elements and vandalized extensively. Typical outdoor elevators have a life expectancy of 20-25 years. Staff believes completing the repairs and updates is the best path forward, at this time. The proposed scope includes: • Controller replacement • Power unit replacement • Jack replacement • Replacement of major car, hoist way & pit components • Replacement of door equipment • Car & hall fixtures Basically, all major components except the original car and rails will be modernized as per the attached proposal. Benefits of modernization include: increased durability and reliability, Page 173 of 367 improved fire and safety features, decreased waiting times, reduced energy consumption, reduced operational costs, and reduced troubleshooting time. thyssenkrupp Elevator is considered a sole source vendor due to being the original manufacturer of the elevator and the fact they provide maintenance service per the current service agreement. Therefore, only one proposal was solicited. Schedule The approximate durations/lead-times would be 2-3 weeks to order materials. Then, it will take 8-10 weeks for fabrication followed by 4-5 weeks for the work to occur at the site. Thus, the elevator will not be operational until approximately the end of July 2021. FINANCIAL IMPLICATIONS: This project will be funded from the Englewood Environmental Foundation (EEF) account number 85-8501-54201 - Professional Services. Adequate funds are available for this work. CONNECTION TO STRATEGIC PLAN: Governance: To allow for a functioning elevator for passengers/citizens to access the RTD Light Rail Platform. ALTERNATIVES: RTD light rail users who normally use the elevator are required to use the ADA accessible ramp to access the platform or the elevators in the Civic Center building during normal business hours. CONCLUSION: Staff recommends approval of a contract with thyssenkrupp Elevator to complete the proposed Elevator Modernization work to the RTD Elevator. The EEF Board approved this expense on February 5, 2021. ATTACHMENTS: Resolution Contract Approval Summary Modernization Proposal (dated 2.1.2021) Photo of RTD Elevator Page 174 of 367 1 RESOLUTION NO. _____ SERIES OF 2021 A RESOLUTION AWARDING AN OPTIMAL SOURCE CONTRACT TO THYSSENKRUPP ELEVATOR CORPORATION FOR THE MODERNIZATION OF THE RTD ELEVATOR AT THE ENGLEWOOD STATION WHEREAS, Section 116(b) of the Englewood Home Rule Charter and Section 4-1-3-1 of the Englewood Municipal Code 2000, allow contracts for public works or improvements to be negotiated, provided that contracts for which no competitive bids have been requested to be approved by resolution declaring the reason for the exception to the competitive bidding requirement; WHEREAS, the Englewood Environmental Foundation is responsible for the maintenance of the Englewood Light Rail Station and its public services; WHEREAS, the current elevator that serves the station is twenty-years old and has become severely worn down by the outdoor elements and extensive vandalization. It is currently inoperable as a result of, in December 2020, the fire department forcing open the doors to remove an individual who had become trapped inside; WHEREAS, Thyssenkrupp Elevator Corporation is the original manufacturer of the elevator, and the City has an ongoing service agreement with them for elevator maintenance and repair; WHEREAS, using Thyssenkrupp Elevator Corporation will allow the elevator to be completely modernized by replacement of the controller, power unit, jack replacement, car components, hoist way components, pit components, door equipment, car and hall fixtures; and WHEREAS, funds for this purchase would come from the Englewood Environmental Foundation G/L Account (EEF) 85-8501-54201 Professional Services. . NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ENGLEWOOD, COLORADO, AS FOLLOWS: Section 1. The Englewood City Council hereby authorizes the proposal from Thyssenkrupp Elevator Company for the repair and modernization of the elevator serving the Englewood Light Rail Station, in lieu of the competitive bid process as allowed by Section 116(b) of the Englewood Home Rule Charter, in the amount not to exceed of $133,236 as set forth in the Proposal, attached hereto as Exhibit A. ADOPTED AND APPROVED this 1st day of March, 2021. Page 175 of 367 2 Linda Olson, Mayor ATTEST: __________________________________ Stephanie Carlile, City Clerk I, Stephanie Carlile, City Clerk for the City of Englewood, Colorado, hereby certify the above is a true copy of Resolution No. _____, Series of 2021. ______________________________ Stephanie Carlile, City Clerk Page 176 of 367 Contract Approval Summary V10/25/2017 Page | 1 Contact Identification Information (to be completed by the City Clerk) ID number: Authorizing Resolution/Ordinance: Recording Information: City Contact Information Staff Contact Person: John Donakowski Phone: 303-762-2532 Title: Facilities Project Manager Email:jdonakowski@englewoodco.gov Vendor Contact Information Vendor Name: thyssenkrupp Elevator Corporation Vendor Contact: Spencer Marx Vendor Address:7367 S. Revere Pkwy., Unit 2A Vendor Phone: 719-238-6706 City: Denver Vendor Email: spencer.marx@tkelevator.com State: CO Zip Code: 80112 Contract Type Contract Type:Construction Agreement Description of ‘Other’ Contract Type: Description of Contract Work/Services: Attachments: ☐Contract -- ☐Original ☐Copy ☐Addendum(s) ☐Exhibit(s) ☐Certificate of Insurance Summary of Terms: Start Date: 3/8/21 End Date: 6/29/21 Total Years of Term: Total Amount of Contract for term (or estimated amount if based on item pricing): $133,236.00 If Amended: Original Amount $ Amendment Amount $ Total as Amended: $ Renewal options available: Payment terms (please describe terms or attach schedule if based on deliverables): Payable within 30 days of approved invoice. Modernization of RTD Elevator will allow the elevator to be completely modernized by replacement of the controller, power unit, jack replacement, car components, hoist way components, pit components, and door equipment. Page 177 of 367 Contract Approval Summary V10/25/2017 Page | 2 Attachments: ☐Copy of original Contract if this is an amendment ☐Copies of related Contracts/Conveyances/Documents Source of funds (Insert Excel Document Image): Attachment (For Capital Items Only / Expense Line Item Detail is Located in Open Gov): ☐Prior Month-End Project Status and Fund Balance Report Process for Choosing Vendor: ☐Bid: ☐ Bid Evaluation Summary attached ☐ Bid Response of proposed awardee ☐RFP: ☐ RFP Evaluation Summary attached ☐ RFP Response of proposed awardee ☐Quotes: Copy of Quotes attached ☒Sole Source: Explain Need below ☐Other: Please describe thyssenKrupp Elevator is considered sole source due to being the original manufacturer of the elevator and the current ongoing Service Agreement enrolled in. Pricing for material would be exponentially lower than a non-manufacture vendor. Page 178 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 1 1011 ENGLEWOOD PKWY January 20, 2021 Purchaser: City of Englewood Location: 1011 ENGLEWOOD PKWY Address: 2800 S. Platte River Dr Address: 1011 Englewood Pkwy Englewood, CO 80110-1407 Englewood, CO 80110 thyssenkrupp Elevator Corporation (hereinafter “thyssenkrupp” or "thyssenkrupp Elevator") is dedicated to delivering (hereinafter “Purchaser”) the safest, highest quality vertical transportation solutions. I am pleased to present t his customized Proposal (the “Proposal”) in the amount of $133,236.00 inclusive of all applicable sales and use taxes to modernize the elevator equipment described in the pages that follow at the above-referenced location. Our modernization package is engineered specifically for your elevator system and will include the elevator mechanical and electrical components being replaced, refurbished or retained. Benefits of Modernization include: • Increased durability and reliability • Improved fire and life safety features • Decreased waiting times • Reduced energy consumption • Reduced operational cost • Reduced troubleshooting time This Proposal shall remain in effect for the next forty-five (45) days unless it is revoked earlier by thyssenkrupp in writing. The price above is subject to escalation - even after Purchaser’s acceptance of this Proposal – under certain circumstances including the possibility that thyssenkrupp may be subjected to increased charges by its suppliers for any of the applicable materials and/or components due to the imposition of new or increased taxes, tariffs, or other charges imposed by applicable governmental authorities or the possibility that the work described in this Proposal is not completed by December 31, 2021. In the event you have any questions regarding the content of this Proposal, please do not hesitate to contact me. We apprecia te your consideration. Sincerely, Spencer Marx Account Manager spencer.marx@thyssenkrupp.com +1 719 2386706 DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 179 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 2 SCOPE OF WORK Grouping Name: 1 Units Included Building Nickname OEM Serial # TKE Serial # Legal ID 1011 ENGLEWOOD PKWY EL4027 US844783 CP20- 000031 Description of Work Controller - TAC 32 Controller (Includes Options listed below) • 24 VDC Signal Voltage • Auto Light and Fan Feature • Car Independent Service • Car Traveling Lantern Circuitry • Door Bypass Operation • Electronic Door Detector Interface • Hoistway Access and Enable • THY Board - eMax Monitoring Device Provisions - Battery Lowering in Controller - Solid State Starters (6 or 12 leads) 460 / 575 VAC - Viscosity Control (Required over 150 FPM) Power Unit - EP-170 Power Unit (Submersible) - Viscosity Control (Required over 150 FPM) - 5 gallon drum of Biodegradable oil (Citgo NZ) - 55 gallon drum of Biodegradable oil (Citgo NZ) - 2" Shutoff Valve Kit - Overspeed Valve Kits for 2" (less than 150 GPM) Jack - Pipe Stands - Packing Car - 21" Toe guard - Car Top Railing - Car Top Railing Extension (Depth) - Car Top Railing Extension (Width) - Fan: Two Speed Speed: 115 fpm Capacity: 3500 lbs. Equipment Type: Hydraulic 2 Stops (2 Front /0 Rear) DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 180 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 3 - Car Top Exit Switch Hoistway - HN Boxes (per each 2 cars, grouped) - Steel Tape with Mounting hardware, Selector and magnets (terminal limits included) - TAC 32 Field Friendly Wiring Package Includes single traveling cable, hoistway wiring, interlock wiring, interlock connectors, and serial wiring. - Additional Hoistway Wiring for TAC 32 with Remote Machine Room Pit - Pit Stop Switch - 2" Shutoff Valve Kit - Pit Ladder 12'' Wide Cab - Car Door (SSSS, #4 S/S (441)) Door Equipment - Hoistway doors with Sight Guards, Gibs & Escutcheons as needed (SSSS, #4 S/S (441)) Front - Front Hoistway Door Equipment complete • includes Tracks & Hangers, Interlocks & Pickups, & Reel Closers - Interlock / Pick up Assemblies for existing Dover Operators. Includes closers. Front - Interlock / Pick up Assemblies for existing Dover Operators. Includes closers. Front - LD-16 Plus Door Operator with Complete carside equipment (FRONT) • includes Adapter kit (Tracks & Hangars), Clutch (w/ Car Door Lock latch & contact), & Car Top Inspection station (w/ alarm signal) - Micro Light 3D 2019 (Front) Car Fixtures - Main Car Station Includes Options Below - • Swing Return (Mini-Swing (Column type) for New/Existing Dover/tkE Cabs) - Vandal Resistant Floor Buttons - Cast Braille Plates for Car Features - Standard Key Switch Package • Fan • Light • Independent • Stop • Inspection/Hoistway Enable) - Emergency Light mounted in COP - 2004 and later Fire Service Phase II Features (includes instructions signage) - Handicap Signal (Passing signal) - Position Indicator (2" CE Segmented) - ADA Phone System integral with COP (Rath) - Speaker Pattern for Intercom System/ADA Phone - Locked Service Cabinet - Certificate Window - Default Engravings - GFI Outlet - #4 Stainless Steel Finish (441) DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 181 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 4 - Emergency Light Test Button (constant pressure) - Voice Annunciator (mounted in COP) • Standard features only • additional costs apply for custom features - Car Riding Lantern (Standard) #4 S/S (441) Hall Fixtures - Fire Service Phase I Key Switch - Fire Service Phase I Engraved Instructions - Hoistway Jamb Braille (Pair of Cast Plates) (# of Floors) - Hoistway Access Switch (in Hall Station) - Terminal Hall Stations (Flush Mounted) with • Appendix O (Polycarbonate insert flame with engraved verbiage) • (#4 S/S (441)) - 2009 & 2010 Elevator Communications Failure add In addition to the Description of Work to modernize your elevator(s) as described above, thyssenkrupp will coordinate or perform the following activities at no additional cost: General Building - 1. Key Tasks and Approximate Lead Times Key Tasks to be performed to be performed by Purchaser prior to equipment fabrication: a. Execution of this Proposal b. Payment for pre-production and engineering c. Approval of layout (if applicable) d. Execution of thyssenkrupp‘s Material Release Form Approximate Durations/Lead Times Contract execution (can run concurrently with layout drawing package preparation and approval) Varies Survey and Order of Materials (additional time required for cab, signal, entrance preparation and approval, if applicable) 2 - 3 Weeks Fabrication time (from receipt of all approvals, fully executed contract, Material Release Form and initial progress payment) 8-10 Weeks Modernization of elevator system (Per Unit): (Upon completion of all required preparatory work by others) 4-5 Weeks The durations or lead times listed above are strictly approximations that can vary due to factors both within and outside of thyssenkrupp’s control, are subject to change without notice to Purchaser and shall not be binding on thyssenkrupp. 2. Payment Terms 50% of the price set forth in this Proposal as modified by options selected from the section entitled “Value Engineering Opportunities & Alternates” (if applicable) will be due and payable as an initial progress payment within 30 days from thyssenkrupp's receipt of a fully executed copy of this Proposal. This initial progress payment will be applied to project management, permits, engineering and shop drawings, submittals, drilling mobilization (if required) and raw material DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 182 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 5 procurement. Material will be ordered once this payment is received and the parties have both executed this Proposal and the Material Release Form. 25% of the price set forth in this Proposal as modified by options selected from the section entitled “Value Engineering Opportunities & Alternates” (if applicable) shall be due and payable when the material described above has been furnished. Material is considered furnished when it has been received at the jobsite or thyssenkrupp staging facility. Receipt of this payment is required prior to mobilization of labor. 25% of the price set forth in this Proposal shall be made as progress payments throughout the life of the project. In the event thyssenkrupp fails to receive payment within thirty (30) days of the date of a corresponding invoice, thyssenkrupp reserves the right to demobilize until such a time that the payments have been brought up to date, and thyssenkrupp has the available manpower. It is agreed that there will be no withholding of retainage from any billing and by the customer from any payment. Purchaser agrees that thyssenkrupp shall have no obligation to complete any steps necessary to provi de Purchaser with full use and operation of the installed equipment until such time as thyssenkrupp has been paid 100% both of the price reflected in this Proposal and for any other work performed by thyssenkrupp or its subcontractors in furtherance of this Proposal. Purchaser agrees to waive any and all claims to the turnover and/or use of that equipment until such time as those amounts are paid in full. Proposal price: $133,236.00 Initial progress payment: (50%) $66,618.00 Material furnished: (25%) $33,309.00 Total of remaining progress payments: (25%) $33,309.00 3. Warranty thyssenkupp warrants any equipment it installs as described in this Proposal against defects in material and workmanship for a period of one (1) year from the date of Purchaser’s execution of thyssenkrupp‘s “Final Acceptance Form” on the express conditions that all payments made under this Proposal and any mutually agreed -to change orders have been made in full and that such equipment is currently being serviced by thyssenkrupp. In the event that thyssenkrupp’s work is delayed for a period greater than six (6) months, the warranty shall be reduced by the amount of the delay. This warranty is in lieu of any other warranty or liability for defects. thyssenkrupp makes no warranty of merchantability and no warranties which extend beyond the description in this Proposal, nor are there any other warranties, expressed or implied, by operation of law or otherwise. Like any piece of fine machinery, the equipment described in this Proposal should be periodically inspected, lubricated, and adjusted by competent personnel. This warranty is not intended to supplant normal maintenance service and shall not be construed to mean that thyssenkrupp will provide free service for periodic examination, lubrication, or adjustment, nor will thyssenkrupp correct, without a charge, breakage, maladjustments, or other trouble arising from normal wear and tear or abuse, misuse, improper or inadequate maintenance, or any other causes other than defective material or workmanship. In order to make a warranty claim, Purchaser must give thysse nkrupp prompt written notice at the address listed on the cover page of this Proposal and provided all payments due under the terms of this Proposal and any mutually agreed to written change orders have been made in full, thyssenkrupp shall, at its own exp ense, correct any proven defect by repair or replacement. thyssenkrupp will not, under any circumstances, reimburse Purchaser for cost of work done by others, nor shall thyssenkrupp be responsible for the performance of any equipment that has been the subject of service, repair, replacement, revisions or alterations by others. If there is more than one (1) unit which is the subject of work described in this Proposal, this section shall apply separately to each unit as accepted. 4. Preventative Maintenance Program DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 183 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 6 This Proposal does not include any maintenance, service, repair or replacement of the equipment or any other work not expressly described herein. thyssenkrupp will submit a separate proposal to Purchaser covering the maintenance and re pair of this equipment to be supplied to Purchaser at an additional cost. 5. Work Not Included There are certain items that are not included in this Proposal, many of which must be completed by Purchaser prior to and as a condition precedent to thyssenkrupp Elevator's performance of its work as described in this Proposal. In order to ensure a successful completion of this project, it shall be solely Purchaser’s responsibility to coordinate its own completion of those items with thyssenkrupp Elevator. The following is a list of those items that are not included in this Proposal: A. Hoistways and Equipment Rooms B. Electrical and Life Safety C. Miscellaneous 2. Purchaser shall provide a dedicated, analog telephone or data line to the elevator telephone or communication device; one additional data line per group of elevators for diagnostic capability wired to designated controller; 6. Working Hours, Logistics and Mobilization a. All work described in this Proposal shall be performed during thyssenkrupp‘s regular working days – defined as Monday thru Friday and excluding IUEC recognized holidays – and regular working hours – defined as those hours regularly worked by thyssenkrupp modernization mechanics at the thyssenkrupp branch office that will provide labor associated with the performance of the work described in this Proposal - unless otherwise specified and agreed to in writing by both thyssenkrupp and Purchaser (hereinafter thyssenkrupp’s regular working days and regular working hours shall be collectively defined as “normal working hours”). thyssenkrupp shall be provided with uninterrupted access to the elevator hoistway and machine room areas to perform work during normal working hours. b. Purchaser shall provide on-site parking to all thyssenkrupp personnel at no additional cost to thyssenkrupp. c. Purchaser shall provide traffic control, lane closures, permits and flagmen to allow suitable access/unload of tractor trailer(s). d. Purchaser agrees to provide unobstructed tractor-trailer access and roll-able access from the unloading area to the elevator or escalator hoistways or wellways (as applicable). e. Purchaser will be required to sign off on the Material Rele ase Form, which will indicate the requested delivery date of equipment to the site. If Purchaser is not ready to accept delivery of the equipment within ten (10) business days of the agreed upon date, Purchaser will immediately make payments due for equipment and designate an area adjacent to the elevator shaft where Purchaser will accept delivery. If Purchaser fails to provide this location or a mutually agreeable alternative, thyssenkrupp is authorized to warehouse the equipment at the thyssenkrupp warehouse or designated distribution facility at Purchaser's risk and expense. Purchaser shall reimburse thyssenkrupp for all costs due to extra handling and warehousing. Storage beyond ten (10) business days will be assessed at a rate of $100.00 per calendar da y for each unit listed in this Proposal, which covers storage and insurance of the elevator equipment and is payable prior to delivery. f. Purchaser agrees to provide a dry and secure area adjacent to the hoistway(s) at the ground level for storage of the elevator equipment and tools within ten (10) business days from receipt at the local thyssenkrupp warehouse. Any warranties provided by thyssenkrupp for vertical transportation equipment will become null and void if equipment is stored in any manner other than a dry, enclosed building structure. Any relocation of the equipment as directed by Purchaser after initial delivery will be at Purchaser's expense. g. thyssenkrupp includes one mobilization to the jobsite. A mobilization fee of $2,500.00 per crew per occurrence will be charged for pulling off the job or for any delays caused by others once material has been delivered and thyssenkrupp’s work has commenced. h. Access for this project shall be free and clear of any obstructions. A forklift for unloading and staging material shall also be provided by Purchaser at no additional cost. i. Purchaser shall provide an on-site dumpster. thyssenkrupp will be responsible for cleanup of elevator/ escalator packaging material; however, composite cleanup participation is not included in this Proposal. DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 184 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 7 j. The hiring of a disposal company which MUST be discussed prior to any material being ordered or work being scheduled. thyssenkrupp will provide environmental services ONLY if this is specifically included under the "Scope of Work" section above. thyssenkrupp assumes no responsibility and/or liability in any way whatsoever for spoils or other contamination that may be present as a result of the cylinder breach and/or other conditions present on the work site. k. One or more of the units described in this Proposal will be out of service and unavailable to move passengers and/or property during entire duration of the performance of the work described in this Proposal until re-certified by the applicable authority(ies) having jurisdiction and in good standing with payment schedules. 7. Temporary Use, Inspection and Turnover a. Unless required by specification, thyssenkrupp will not provide for “temporary use” of the elevator(s) described in this Proposal prior to completion and acceptance of the complete installation. Temporary use shall be agreed to via a change order to this Proposal which shall require Purchaser’s execution of thyssenkrupp’s standard Temporary Use Agreement. Cost for temporary use of an elevator shall be $200.00 per calendar day per hydraulic elevator and $250.00 per calendar day for each traction elevator for rental use only, excluding personnel to operate. All labor and parts, including callbacks required during the temporary use period will be billed at thyssenkrupp’s standard local billing rates. In the event that an elevator must be provided for temporary use, thyssenkrupp will require 30 days to perform final adjustments and re- inspection after the elevator has been returned to thyssenkrupp with all protection, intercoms and temporary signage removed. This duration does not include any provisions for finish work or for repairs of same, which shall be addressed on a project-by-project basis. Cost for preparation of controls for temporary use, refurbishment due to normal wear and tear, readjustment and re-inspection is $3,500.00 per elevator up to 10 floors. For projects above 10 stops, an additional cost of $1,500.00 / 10 floors shall apply. These costs are based on work performed during normal working hours. Temporary use excludes vandalism or misuse. Any required signage, communication devices, elevator operators, and protection are not included while temporary use is being provided. All overtime premiums for repairs during the temporary use period will be billed at thyssenkrupp’s local service billing rates. b. The Proposal price set forth above includes one (1) inspection per unit by the applicable authority having jurisdiction if required by the government of the locality where the equipment is located. In the event the equipment fails that inspection due to no fault of thyssenkrupp, thyssenkrupp will charge Purchaser for both the cost of each re-inspection which shall be $1,500.00 and a remobilization fee which shall be $2,500.00 via change order prior to scheduling a re- inspection. c. Upon notice from thyssenkrupp that the installation and/or modernization of the equipment is complete, Purchaser will arrange to have present at the jobsite a person authorized to make the final inspection and to execute thyssenkrupp’s “Final Acceptance Form.“ The date and time that such person will be present at the site shall be mutually agreed upon but shall not be more than ten (10) business days after the date of thyssenkrupp’s notice o f completion to Purchaser unless both thyssenkrupp and Purchaser agree to an extension of that ten (10) day period in writing. Such final inspection and execution of thyssenkrupp’s “Final Acceptance Form” shall not be unreasonably delayed or withheld. d. Should the Purchaser or the local authority having jurisdiction require thyssenkrupp Elevator's presence at the inspection of equipment installed by others in conjunction with the work described in this Proposal, Purchaser agrees to compensate thyssenkrupp Elevator for its time at thyssenkrupp Elevator's current billing rate as posted at its local office. e. At the conclusion of its work, thyssenkrupp Elevator will remove all equipment and unused or removed materials from the project site and leave its work area in a condition that, in thyssenkrupp Elevator's sole opinion, is neat and clean. f. Purchaser agrees to accept a live demonstration of equipment’s owner-controlled features in lieu of any maintenance training required in the bid specifications. g. Purchaser agrees to accept thyssenkrupp’s standard owner’s manual in lieu of any maintenance, or any other, manual(s) required in the bid specifications. 8. MAX MAX is a cloud based Internet of Things (IoT) platform that we, at our election, may connect to your elevators and escalators by means of installation of a remote-monitoring device or modem (each a “device”). MAX will analyze the unique signal output of your equipment 24/7 and when existing or potential outages are identified, MAX will automatically communicate with our dispatch centers. When appropriate, the dispatch center will alert our technicians during normal working hours. DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 185 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 8 These MAX alerts provide the technician with precise diagnostics detail, which greatly enhances our ability to fix your equipment right the first time, MAXimizing the equipment uptime. a. Purchaser authorizes thyssenkrupp elevator and its employees to access purchaser’s premises to install, maintain and/or repair the devices and, upon termination of the service agreement, to remove the same from the premises if we elect to remove. b. thyssenkrupp Elevator is and shall remain the sole owner of the devices and the data communicated to us by the devices. The devices shall not become fixtures and are intended to reside where they are installed. thyssenkrupp Elevator may remove the devices and cease all data collection and analysis at any time. c. If the service agreement between thyssenkrupp Elevator and Purchaser is terminated for any reason, thyssenkrupp Elevator will automatically deactivate the data collection, terminate the device software and all raw data previously received from the device will be removed and/or expunged or destroyed. d. Purchaser consents to the installation of the devices in your elevators and to the collection, maintenance, use, expungement and destruction of the daily elevator data as set forth in this agreement. e. The devices installed by thyssenkrupp Elevator contain trade secrets belonging to us and are installed for the use and benefit of our personnel only. f. Purchaser agrees not to permit purchaser personnel or any third parties to use, access, tamper with, relocate, copy, disclose, alter, destroy, disassemble or reverse engineer the device while it is located on purchaser’s premises. g. The installation of this equipment shall not confer any rights or operate as an assignment or license to you of any patents, copyrights or trade secrets with respect to the equipment and/or any software contained or imbedded therein or utilized in connection with the collection, monitoring and/or analysis of data. 9. Additional Terms and Conditions a. In no event shall thyssenkrupp be responsible for liquidated, consequential, indirect, incidental, exemplary, and special damages associated with the work described in this Proposal. b. This Proposal is made without regard to compliance with any special purchasing, manufacturing or construction/installation requirements including, but not limited to, any socio-economic programs, such as small business programs, minority or woman owned business enterprise programs, or local preferences, any restrictive sourcing programs, such as Buy American Act, or any other similar local, state or federal procurement regulations or laws that would affect the cost of performance. Should any such requirements be applicable to the work described in this Proposal, thyssenkrupp reserves the right to modify this Proposal or rescind it altogether. c. thyssenkrupp is an equal opportunity employer. d. thyssenkrupp‘s performance of the work described in this Proposal is contingent upon Purchaser furnishing thyssenkrupp with any and all necessary permission or priority required under the terms and conditions of government regulations affecting the acceptance of this Proposal or the manufacture, delivery or installation of the equipment. All applicable sales and use taxes, permit fees and licenses imposed upon thyssenkrup p as of the date of the Proposal are included in the price of the Proposal. Purchaser is responsible for any additional applicable sales and use taxes, permit fees and licenses imposed upon thyssenkrupp after the date of the Proposal or as a result of any law enacted after the date of the Proposal. e. All taxes, tariffs, duties, permit and/or license fees imposed upon thyssenkrupp as of the date of the execution of this Proposal are included in the price of the Proposal. Purchaser is responsible, in addition to the Proposal price, to pay thyssenkrupp for any additional (or any increase in) applicable taxes, tariffs, duties, permit and/or license fees imposed upon thyssenkrupp after the date of acceptance of this Proposal by any governmental authority or by any of thyssenkrupp’s suppliers of the materials and/or components required in connection with this Proposal. f. Purchaser agrees to provide thyssenkrupp’s personnel with a safe place in which to work and thyssenkrupp reserves the right to discontinue work at the jobsite whenever, in thyssenkrupp‘s sole opinion, this provision is being violated. g. The pricing set forth in this Proposal assumes that the elevator pits will not be classified as a confined space. thyssenkrupp Elevator will follow its standard safety policy and procedures. Any job specific safety requirements over and above thyssenkrupp's standard practices and policies may require additional costs. h. thyssenkrupp Elevator will furnish and install all equipment in accordance with the terms, conditions, scope and equipment nomenclature as noted herein. Requested changes or modifications to such provisions will require a written DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 186 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 9 change order issued on the Purchaser’s letterhead and accepted by thyssenkrupp in writing prior to the execution of such work. This change order shall detail the current contract price, the amount of the change, and new contract value. i. This Proposal does not include a schedule for the work described and any such schedule shall be mutually agreed upon by an authorized representative of both thyssenkrupp and Purchaser in writing before becoming effective. j. In the event asbestos material is knowingly or unknowingly removed or disturbed in any manner at the jobsite, Purchaser shall monitor thyssenkrupp‘s work place and prior to and during thyssenkrupp’s manning of the job, Purchaser shall certify that asbestos in the environment does not exceed .01 fibers per cc as tested by NIOSH 7400. In the event thyssenkrupp‘s employees or those of thyssenkrupp‘s subcontractors are exposed to an asbestos hazard, PCP’s, lead or other hazardous substances, Purchaser agrees, to the fullest extent permitted by law, to indemnify, defend, and hold thyssenkrupp harmless from all damages, claims, suits, expenses, and payment s resulting from such exposure. Identification, notification, removal and disposal of asbestos containing material, PCP’s lead or other hazardous substances are the responsibility of the Purchaser. The Parties understand and agree that the City, its electe d officials, officers, directors, agents and employees, are relying on, and do not waive or intend to waive by any provision of this Agreement, the monetary limitations or any other rights, immunities, protections or defenses provided by the Colorado Governmental Immunity Act (the “CGIA”), §§ 24-10-101 to 120, C.R.S., or otherwise available to the City. To the extent the CGIA imposes varying obligations or contains different waivers for cities and counties, the City agrees that it will remain liable for their independent obligations under the CGIA, and neither party shall be the agent of the other or liable for the obligations of the other k. thyssenkrupp retains title to and a security interest in all equipment it supplies – which thyssenkrupp and Purchaser agree can be removed without material injury to the real property – until all payments including deferred payments and any extensions thereof, are made. In the event of any default by Purchaser on any payment, or any other provision of this Proposal, thyssenkrupp may take immediate possession of the equipment and enter upon the premises where it is located – without legal process – and remove such equipment or portions thereof, irrespective of the matter of its attachment to the real estate or the sale, mortgage or lease of the real estate. Pursuant to the Uniform Commercial Code, and at thyssenkrupp’s request, Purchaser agrees to execute any financial or continuation statements which may be necessary for thyssenkrupp to file in public offices in order to perfect thyssenkrupp’s security interest in such equipment. l. thyssenkrupp shall not be liable for any loss, damage or delay caused by acts of government, labor troubles, strikes, lockouts, fire, explosion, theft, floods, riot, civil commotion, war, malicious mischief, acts of God or any cause beyond its control. m. The rights of thyssenkrupp under this Proposal shall be cumulative and the failure on the part of the thyssenkrupp to exercise any rights hereunder shall not operate to forfeit or waive any of said rights. Any extension, indulgence or change by thyssenkrupp in the method, mode or manner or payment or any of its other rights shall not be construed as a waiver of any of its rights under this Proposal. n. In the event thyssenkrupp engages a third party to enforce the terms of this Proposal, a nd/or to collect payment due hereunder, either with or without suit, Purchaser agrees to pay all costs thereof together with reasonable attorney’s fees. Purchaser does hereby waive trial by jury and does hereby consent to the venue of any proceeding or lawsuit under this Proposal to be in the county where the work covered by this Proposal is located. o. thyssenkrupp can furnish Certificate of Workers’ Compensation, Bodily Injury and Property Damage Liability Insurance coverage to Purchaser upon written request. The required parties shall be added to Thyssenkrupp’s general liability insurance policy as an additional insured. Such additional insured coverage shall only apply to the extent any damages covered by the policy are determined to be caused by Thyssenkrupp’s acts, actions, omissions or neglects and not to the extent caused by the additional insured’s own acts, actions, omissions, or neglects or for bare allegations. p. Should loss of or damage to thyssenkrupp‘s material, tools or work occur at the project site, Purchaser shall compensate thyssenkrupp for such loss, unless such loss or damage results from thyssenkrupp's own acts or omissions. q. Purchaser further expressly agrees to name thyssenkrupp Elevator Corporation and thyssenkrupp Elevator Manufacturing, Inc. along with their respective officers, agents, affiliates and subsidiaries as additional insureds in Purchaser’s liability and any excess (umbrella) liability insurance policy(ies). Such insurance must insure thyssenkrupp DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 187 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 10 Elevator Corporation and thyssenkrupp Elevator Manufacturing, Inc. for those claims and/or losses referenced in the above paragraph and those claims and/or or losses arising from the negligence of thyssenkrupp Elevator Corporation and thyssenkrupp Elevator Manufacturing, Inc. Such insurance must specify that its coverage is primary and non- contributory. Purchaser hereby waives its right of subrogation. r. thyssenkrupp‘s participation in any controlled insurance program is expressly conditioned upon review and approval of all controlled insurance program information and documentation prior to enrollment. Any insurance credits if applicable, will be provided at that time. DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 188 of 367 Modernization Proposal 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 11 Acceptance Purchaser's acceptance of this Proposal and its approval by a n authorized manager of thyssenkrupp will constitute exclusively and entirely the agreement between the parties for the goods and services herein described and full payment of the sum of One Hundred Thirty Three Thousand Two Hundred Thirty Six Dollars ($133,236.00). All other prior representations or regarding this work, whether written or verbal, will be deemed to be merged herein and no other changes in or additions to this Proposal will be recognized unless made in writing and properly executed by both parties as a change order. Should Purchaser's acceptance be in the form of a purchase order or other similar document, the provisions of this Proposal will exclusively govern the relationship of the parties with respect to this transaction. No agent or employee shall have the authority to waive or modify any of the terms of this Proposal without the prior written approval of an authorized thyssenkrupp manager. (City of Englewood): thyssenkrupp Elevator Corporation Management Approval By: By: (Signature of Authorized Individual) (Print or Type Name) (Print or Type Title) (Signature of Branch Representative) Brien Montera Branch Manager (Date of Acceptance) (Date of Execution) (City of Englewood): (City of Englewood): By: By: (Signature of Authorized Individual) (Print or Type Name) (Print or Type Title) (Signature of Authorized Individual) (Print or Type Name) (Print or Type Title) (Date of Acceptance) (Date of Acceptance) (Purchaser): DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 2/16/2021 Page 189 of 367 2021-2-1012554 | ACIA-1SYTTRL | January 20, 2021 SCHEDULING AND PRODUCTION REQUEST FOR PAYMENT Please Remit To: thyssenkrupp Elevator PO Box 3796 Carol Stream, IL 60132-3796 , Date Terms Reference ID Customer Reference # / PO January 20, 2021 Immediate ACIA-1SYTTRL Total Contract Price: $133,236.00 Initial progress payment: (50% ) $66,618.00 For inquiries regarding your contract or services provided by thyssenkrupp Elevator, please contact your local account manager at +1 719 2386706. To make a payment by phone, please call 678-338- 2344 with the reference information provided below. Current and former service customers can now pay online at: https://secure.billtrust.com/thyssenkruppelevator/ig/one -time-payment Thank you for choosing thyssenkrupp Elevator. We appreciate your business. Please detach the below section and provide along with payment. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Customer Name: Remit To: Location Name: 1011 ENGLEWOOD PKWY thyssenkrupp Elevator PO Box 3796 Carol Stream, IL 60132-3796 Customer Number: Quote Number: 2021-2-1012554 Reference ID: ACIA-1SYTTRL Remittance Amount: $66,618.00 DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 190 of 367 1of3 WBO BID TKE Pedestrian Bridge- Englewood.xlsxELEVATOR MOD III - EXCLUSIONS: 1Lift Industrial Solutions PO Box 1131 Erie, CO80516 (720) 504-7748 info@1liftis.com PROPOSAL AND ACCEPTANCE COMPANY: PHONE: Thyssenkrupp Elevators 719-238-6706 ADDRESS: PROJECT NAME: 7367 S ReverePkwy, Unit 2A Pedestrian Bridge -2 stop hydro CITY, STATE ANDZIP CODE: PROJECT ADDRESS: Denver, CO 80112 1000 Englewood Pkwy DATE: 1/14/21 CONTACT PERSON: Spencer Marx > 1Lift will provide the required work by others scope for the elevator modernization project described above. All materials and equipment ("Goods"), and associated project management, supervision, and labor ("Services") for the project will be limited to the Scope of Work, Assumptions, and Exclusions detailed below. Some of the excluded items may be added with a change order and some may have alternate pricing already listed in this proposal. This proposal excludes the following: > Monitoring service, equipment, phone lines & jacks. > Any specialty site safetyor access training > CI/Fire rated cable > HVAC or split units > Fire sprinklercomponents > Main electrical power feedsto machine room for elevators > Isolation transformers or related materials or labor > ATS or backup/standby generatorwiring > Elevator main lobby phones or related wiring > Lost or replacement permits > Re-inspections: that are not the fault of 1Lift or its vendors > Demolition and/or temporary construction materials > Associated costs if systems areoff line i.e. fire watch > Digitizing drawings (owner or general contractor to provide CAD's to SG) DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 191 of 367 2of3 WBO BID TKE Pedestrian Bridge- Englewood.xlsxELEVATOR MOD 1Lift Industrial Solutions PO Box 1131 Erie, CO80516 (720) 504-7748 info@1liftis.com PROPOSAL AND ACCEPTANCE hours DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 192 of 367 1Lift Industrial Solutions PO Box 1131 Erie, CO80516 (720) 504-7748 info@1liftis.com PROPOSAL AND ACCEPTANCE 3of3 WBO BID TKE Pedestrian Bridge- Englewood.xlsxELEVATOR MOD IV - ACCEPTANCE: 1LIFT PROPOSES HERBY TO FURNISH GOODS AND SERVICES - COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATION AND TERMS AND CONDITIONS BELOW, FOR THE SUM OF: PAYMENT TO BE MADE AS FOLLOWS: MILESTONE PAYMENTS AS DESCRIBED BELOW IN SECTION 4 ACCEPTANCE OF PROPOSAL - THE TERMS AND CONDITIONS LISTED BELOW AND THE ABOVE PRICES, SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED BY SIGNATUREBELOW OR RECEIPT OF PURCHASE ORDER AND REFERENCE OF THIS PROPOSAL BY COMPANY. 1Lift, LLC IS AUTHORIZED TODO THE WORK SPECIFIED AND TOINVOICE FOR DOWN PAYMENT. THIS PROPOSAL MAYBE WITHDRAWN BY 1LIFT IF NOT ACCEPTED WITHIN 60 DAYS FROM THE DATE ON THIS PROPOSAL. 1Lift, LLC: Company: ThyssenKrupp Elevator Corporation SIGNATURE: PRINT NAME: Gareth Willmott PRINT NAME: TITLE: Assistant Project Manager TITLE: DATE OFACCEPTANCE: THE PARTIES HEREBY AGREE TO THE FOLLOWING TERMS AND CONDITIONS: 1. CREDIT CARDS: 1Lift, LLC. does not accept credit cards. 2. BONDING: 1Lift, LLC. does not provide any bonding. If bonding is required it will be at the cost of Company or the owner. 3. CHANGE ORDERS: Any changes to the Scope of Work shall be represented in a written change order signed by both parties to this Agreement. 4. TERMS OF PAYMENT: 40% non-refundable down payment required upon acceptance of proposal, progress billing will occur monthly thereafter based on percentage of completion of the Scope of Work line items. Terms are net 30 days from date of 1Lift's invoice in US currency, except for applicable milestone payments for which 1Lift may require other arrangements. If any payment owed to 1Lift hereunder is not paid when due, it shall bear interest, at a rate to be determined by 1Lift which shall not exceed the maximum rate permitted by law, from the date on which it is due until it is received. 1Lift shall have the right, among other remedies, either to terminate the Agreement or to suspend further deliveries under this and/or other Agreements with Company in the event Company fails to make any payment hereunder when due. Company shall be liable for all expenses attendant to collection of past due amounts, including attorney's fees. (b) 1Lift shall indemnify and hold the Company harmless from all costs, liabilities and damages (including reasonable attorney’s fees) resulting from 1Lift’s negligence or misconduct, subject to the limitations as defined in this agreement. Neither the Company nor 1Lift shall be obligated to indemnify the other party in any manner whatsoever for such other party’s ownnegligence ormisconduct. 5. INSURANCE: 1Lift and its Vendors shall carry worker's compensation insurance as may be required by law and carry general liability insurance for covering claims arising on or from the premises during the work 6. LIMITED WARRANTY: Subject to the limitations contained in Section 7 and 8 herein, 1Lift warrants that the Goods provided will be free from defects under normal use and care and labor will be performed by trained personnel and in a good workmanlike manner using proper tools for the particular Service provided. The foregoing warranties will apply until the expiration of the applicable warranty period. Goods are warranted for twelve (12) months from the date of initial installation. Services are warranted for a period of 90 days from the date of shipment or completion of the Services. Goods purchased by 1Lift from a third party for resale to Company (“Resale Products”) shall carry only the warranty extended by the original manufacturer. Company agrees that 1Lift has no liability for Resale Products beyond making a reasonable commercial effort to arrange for procurement and shipping of the Resale Products. If Company discovers any warranty defects and notifies 1Lift thereof in writing during the applicable warranty period, 1Lift shall, at it's option, correct any errors that are found by 1Lift in the Services or repair or replace F.O.B. point of manufacture that portion of the Goods found by 1Lift to be defective, or refund the purchase price of the defective portion of the Goods. All replacements or repairs necessitated by inadequate maintenance, normal wear and usage, or environmental conditions, accident, misuse, improper installation, modification, repair, use of unauthorized replacement parts, storage or handling, or any other cause not the fault of 1Lift are not covered by this limited warranty, and shall be at Company’s expense. All costs of dismantling, reinstallation and freight and the time and expenses of 1Lift's personnel and representatives for site travel and diagnosis under this warranty clause shall be borne Company unless accepted in writing by 1Lift. Goods repaired and parts replaced by 1Lift during the warranty period shall be in warranty for the remainder of the original warranty period or ninety (90) days, whichever is longer. This limited warranty is the only warranty made by 1Lift and can be amended only in a writing signed by 1Lift. THE WARRANTIES AND REMEDIES SET FORTH ABOVE ARE EXCLUSIVE. THERE ARE NO REPRESENTATIONS OR WARRANTIES OF ANY KIND, EXPRESS OR IMPLIED, AS TO MERCHANTABILITY, FITNESS FOR PARTICULAR PURPOSE OR ANY OTHER MATTER WITH RESPECT TO ANY OF THE GOODS OR SERVICES. 7. LIMITATION OF REMEDY AND LIABILITY FOR SERVICES: 1LIFT SHALL NOT BE LIABLE FOR DAMAGES CAUSED BY DELAY IN PERFORMANCE. THE REMEDIES OF COMPANY SET FORTH IN THIS AGREEMENT ARE EXCLUSIVE. IN NO EVENT, REGARDLESS OF THE FORM OF THE CLAIM OR CAUSE OF ACTION (WHETHER BASED IN CONTRACT, INFRINGEMENT, NEGLIGENCE, STRICT LIABILITY, OTHER TORT OR OTHERWISE), SHALL 1LIFT’S LIABILITY TO COMPANY AND/OR ITS CUSTOMERS EXCEED THE PRICE TO COMPANY OF THE SPECIFIC SERVICES PROVIDED BY 1LIFT GIVING RISE TO THE CLAIM OR CAUSE OF ACTION. COMPANY AGREES THAT IN NO EVENT SHALL 1LIFT'S LIABILITY TO BUYER AND/OR ITS CUSTOMERS EXTEND TO INCLUDE INCIDENTAL, CONSEQUENTIAL OR PUNITIVE DAMAGES. THE TERM “CONSEQUENTIAL DAMAGES” SHALL INCLUDE, BUT NOT BE LIMITED TO, LOSS OF ANTICIPATED PROFITS, REVENUE OR USE AND COSTS INCURREDINCLUDING WITHOUT LIMITATION FOR CAPITAL, FUEL AND POWER, AND CLAIMS OF COMPANY’S CUSTOMERS. 8. LIMITATION OF REMEDY AND LIABILITY FOR GOODS: 1LIFT SHALL NOT BE LIABLE FOR DAMAGES CAUSED BY DELAY IN PERFORMANCE. THE REMEDIES OF COMPANY SET FORTH IN THIS AGREEMENT ARE EXCLUSIVE. IN NO EVENT, REGARDLESS OF THE FORM OF THE CLAIM OR CAUSE OF ACTION (WHETHER BASED IN CONTRACT, INFRINGEMENT, NEGLIGENCE, STRICT LIABILITY, OTHER TORT OR OTHERWISE), SHALL 1LIFT’S LIABILITY TO COMPANY AND/OR ITS CUSTOMERS EXCEED THE PRICE TO COMPANY OF THE SPECIFIC GOODS PROVIDED BY SELLER GIVING RISE TO THE CLAIM OR CAUSE OF ACTION. COMPANY AGREES THAT IN NO EVENT SHALL 1LIFT’S LIABILITY TO COMPANY AND/OR ITS CUSTOMERS EXTEND TO INCLUDE INCIDENTAL, CONSEQUENTIAL OR PUNITIVE DAMAGES. THE TERM “CONSEQUENTIAL DAMAGES” SHALL INCLUDE, BUT NOT BE LIMITED TO, LOSS OF ANTICIPATED PROFITS, REVENUE OR USE AND COSTS INCURRED INCLUDING WITHOUT LIMITATION FOR CAPITAL, FUEL AND POWER, AND CLAIMS OF COMPANY’S CUSTOMERS. THE COMPANY SHALL NOT REUSE OR MAKE OR PERMIT TO BE MADE ANY MODIFICATION TO THE GOODS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF 1LIFT. IN THE EVENT THE COMPANY REUSES OR MODIFIES ANY GOODS, WITH OR WITHOUT CONSENT, 1LIFT SHALL HAVE NO LIABILITY FOR SUCH USE AND THE COMPANY AGREES TO INDEMNIFY 1LIFT FOR ANY CLAIMS ARISING FROM OR RELATED TO SUCH REUSE OR MODIFICATION. 9. COMMENCEMENT AND COMPLETION OF SCOPE OF WORK: !Lift shall commence the Scope of Work as soon as a signed Agreement is received and a project timeframe has been agreed to by both parties and will continue until completion of the Scope of Work. 1Lift shall not be liable for delays in performance or for non-performance due to failure or interruption of computer or telecommunication systems, acts of God, war, riot, fire, terrorism, labor trouble, unavailability of materials or components, explosion, accident, compliance with governmental requests, laws, regulations, orders or actions, or other unforeseen circumstances or causes beyond 1Lift's reasonable control. In the event of such delay, the time for performance or delivery shall be extended by a period of time reasonably necessary to overcome the effect of the delay. 10. HAZARDOUS MATERIALS: 1Lift’s Services shall not include any services with respect to, and does not assume the existence of, any hazardous materials or conditions, including without limitation asbestos, mold, lead-based paint or any material defined as hazardous by the Environmental Protection Agency or relevant State agency, unless expressly set forth in the Scope of Work. The d iscovery of hazardous materials or conditions at the Project site not previously known to 1Lift shall be deemed a changed condition and 1Lift shall be entitled to suspend work on the Project until such conditions are remediated and/or until a Change Order has been agreed upon between 1Lift andthe Company. 11. ACCEPTANCE OF GOODS: In the event any Goods delivered by 1Lift to the Companyfail to satisfy the written specifications of such Goods as set forth in the Scope of Work, the Company shall notify 1Lift of the same in writing withinthirty (30) days of receipt and 1Lift shall have reasonable opportunity to correct such deficiencies. If written notice of rejection is not received by 1Lift during such thirty-day period, the Goods shall be deemed accepted and 1Lift shall have no obligation to correct or provide warranty for any deficiencies in the same. 12. DISPUTE RESOLUTION: The parties agree that all disputes between them arising out of or relating to this Agreement or the Project shall be submitted to nonbinding mediation and the parties will participate in good faith in such mediation for at least thirty (30) days from the commencement of such mediation prior to initiation of any further legal action, including without limitation filing of a claim with any court or in any arbitration. 13. NOTICES: All notices and other communications provided for in this Agreement shall be in writing and mailed, sent or delivered to the receiving party at the address, email address or facsimile number for such party as set forth in this Agreement, or to such other address, email address or facsimile number as may be designated from time to time by a party in writing to the other party. All such notices and communications shall be effective (a) if delivered by hand, when delivered; (b) if sent by mail, uponthe earlier of the date of receipt or three (3) days after deposit in the mail, first class, postage prepaid; and (c) if sent by facsimile transmission or electronic mail, upontransmission thereof, provided such transmission is promptly confirmed by either of the methods set forth in subsections (a) or (b)above. DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 193 of 367 1Lift Industrial Solutions PO Box 1131 Erie, CO80516 (720) 504-7748 info@1liftis.com PROPOSAL AND ACCEPTANCE 4of3 WBO BID TKE Pedestrian Bridge- Englewood.xlsxELEVATOR MOD 14. GENERAL PROVISIONS: (a) Company shall not assign its rights or obligations under the Agreement without 1Lift's prior written consent. (b) There are no understandings, agreements or representations, express or implied, not specified in the Agreement. (c) No action, regardless of form, arising out of transactions under the Agreement, may be brought by either party more than two [2] years after the cause of action has accrued. (d) Any modification of these terms and conditions must be set forth in a written instrument signed by a duly authorized representative of 1Lift. (e) The Agreement is formed and shall be construed, performed and enforced under the laws of the State of Colorado. However, Company and 1Lift agree that the proper venue for all actions arising under the Agreement shall be only in the USA and in the State where the Services and Goods involved in such actions were delivered. (f) If any provision of the Agreement is invalid under any statute or rule of law, such provision, to that extent only, shall be deemed to be omitted without affecting the validity of the remainder of the Agreement (g) 1Lift and Company are independent businesses and nothing herein shall be deemed to create a relationship of employment, partnership, joint venture or otherwise between the parties. DocuSign Envelope ID: 56AEFF6F-673C-4E26-AFCD-6B3C24AC9729 Page 194 of 367 Page 195 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: Erik Sampson, Wade Burkholder DEPARTMENT: Community Development DATE: March 1, 2021 SUBJECT: CB 05 - Vacation of a portion of South Huron Street right-of-way to accommodate the WH PUD Site Development Plan apartment development. DESCRIPTION: CB 05 - Vacation of a portion of South Huron St - WH PUD Site Development Plan RECOMMENDATION: Staff recommends that City Council approve a bill for an ordinance regarding WH Investments' request for a vacation of public right-of-way. PREVIOUS COUNCIL ACTION: A public hearing was held and public testimony received by City Council on February 16, 2021 regarding WH Investments' request for a vacation of public right-of-way. SUMMARY: WH Investments, LLC has submitted an application requesting the vacation of public right-of- way in conjunction with the WH PUD Site Development Plan apartment project. The Winslow Crane project proposes 203 multi-family dwelling units in 12 buildings, as referenced in the application for the WH PUD Site Development Plan. As a part of this project, an existing 4-inch (4”) and 6-inch (6”) water main system will be upgraded with a new eight-inch (8”) main. There will also be utility easements dedicated to the City of Englewood for the construction of a new 8-inch (8”) water main and a new 8-inch (8”) sewer main. All required easements for this project will be memorialized by a Minor Subdivision Plat being completed in conjunction with the PUD Site Development Plan. In order to accommodate the Winslow Crane project, approximately 13.360 square feet of the South Huron Street right-of-way will be required to be vacated. The requested portion to be vacated is located between several properties, all of which are owned by the applicant. Exhibits and legal descriptions depicting the vacation request are attached and will be incorporated into the ordinance approving the requested vacation. The applicant is requesting that the street be vacated and distributed back to the applicant. Page 196 of 367 ANALYSIS: The South Huron Street right-of-way request was reviewed by seven City of Englewood departments and divisions: Community Development, Building, Fire, Traffic, Engineering, Utilities, and Wastewater Treatment. None of the departments or divisions had objections to the vacation requests. Community Development, Engineering, and Utilities also reviewed the proposed easement dedications and concurred with the proposed dedications. The vacation requests were also reviewed by dry utility providers including Century Link, Comcast, and Xcel Energy. The dry utility companies provided clearance letters with no objection to the vacation requests. CenturyLink has requested the applicant relocate an existing cable as shown at Exhibit B. Xcel Energy has stated no objection to the vacation as long as the appropriate easements for the low and intermediate pressure gas main facilities are established. As previously stated, all required easements for this project will be memorialized by a Minor Subdivision Plat that is being completed in conjunction with the PUD Site Development Plan. The dry utility companies' clearance letters are attached. An overall depiction of the requested right-of-way vacations and proposed easements in conjunction with the proposed project are attached as Exhibit E. WH Investments has submitted preliminary construction documents for the WH PUD Site Development Plan apartment project which confirm the viability of the proposed utility relocations. The City of Englewood no longer has any public interest in the South Huron Street right-of-way. At the December 8, 2020 Planning and Zoning Commission regular meeting, staff and representatives from WH Investments presented the vacation of right-of-way requests. Staff and WH Investments' representatives answered questions from the Commission regarding the vacation requests. The Commission then moved and seconded a motion to recommend that City Council approve the vacation of approximately 13,360 square feet of South Huron Street right-of-way located on the Winslow Crane property. The motion carried unanimously with 9 for and 0 against. The Minutes from the December 8, 2020 Planning and Zoning Commission regular meeting are attached. If City Council determines from the testimony and information presented that no private rights will be injured or endangered by the vacation, and that the public will suffer no loss or inconvenience by the vacation, and that in justice to the applicant the request for vacation ought to be granted, then the City Council shall approve such vacation by Ordinance. COUNCIL REVIEW STANDARD: 1. That due and legal notice of the public hearing was given on February 4, 2021, upon the city’s website and printed in the Englewood Herald. 2. No private rights will be injured or endangered by the vacation of a portion of South Huron Street, and the public will suffer no loss or inconvenience thereby. 3. In justice to the applicant, the request of the applicant ought to be granted. 4. No written objection to said vacation has been filed with the city by an owner or adjoining owner who would be a proper party to the action requested by the applicant. Page 197 of 367 FINANCIAL IMPLICATIONS: The $29 million WH Planned Unit Development will provide financial benefits to the city including: • A one-time payment to the city of approximately $740,000 in Building Permit and Use Tax Fees. • A one-time payment to the city of approximately $78,000 to the Park Fee-in-Lieu Fund. • Approximately $20,000 annually in increased property taxes to the city. CONNECTION TO STRATEGIC PLAN: The WH Planned Unit Development Site Development Plan addresses the following Strategic Plan Outcomes: Neighborhoods The WH PUD Site Development Plan would complement the recently completed Iron Works Village Townhomes project as well as the Foundry Apartments. The WH PUD Site Development Plan would complete the redevelopment of what was formally vacant or underutilized industrial property. Together the three new developments will create a cohesive neighborhood along the light rail corridor that includes diverse housing choices ranging from for-sale single family homes to leased multi-family apartments. The proposed site development plan includes building forms and materials that complement neighboring buildings. The building type utilized along the Dartmouth Avenue frontage and closest to the single family residences along Galapago that are not a part of this PUD, consists of buildings which exhibit less massing and respect the single family characteristic along the southern portion of Galapago. Transportation The project provides a 10-foot trail easement for the Englewood Rail Trail along the entirety of the western property line of the site. As the Englewood Rail Trail develops it will provide a multi- modal connection between the three new developments and the Englewood light rail station. CONCLUSION: Staff recommends approval of the request to vacate a portion of South Huron Street for the WH Planned Unit Development project. ATTACHMENTS: Council Bill #5 Exhibit A: South Huron Right-of-Way Vacation Map and Legal Descriptions Exhibit B: Century Link Clearance Letter and Relocation Map Exhibit C: Comcast Clearance Letter Exhibit D: Xcel Clearance Letter Exhibit E: Vacation and Easement Map Planning and Zoning Commission Minutes December 8, 2020 Staff Presentation Applicant Presentation Page 198 of 367 Page 1 of 3 BY AUTHORITY ORDINANCE NO. ___ COUNCIL BILL NO. 05 SERIES OF 2021 INTRODUCED BY COUNCIL MEMBER ____________ A BILL FOR AN ORDINANCE AUTHORIZING THE VACATION OF A PORTION OF SOUTH HURON STREET RIGHT-OF-WAY, ALL LOCATED IN THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN THE CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO. WHEREAS, W. H. Investments, Inc. has requested that a portion of South Huron Street be vacated for construction of the W H Planned Unit Development ("PUD") as set forth on the legal description and drawing identified as Exhibit A, and attached hereto; WHEREAS, communications from Century Link indicates that they are not opposed to the proposed vacation, and that the developer will need to coordinate with Century Link to establish a new easement for Century Link's service line, as set forth in Exhibit B, and attached hereto; WHEREAS, communication from Comcast indicates that they are not opposed to the proposed vacation, and that the developer will need to coordinate with Comcast to establish new easement for Comcast's facilities on the property, as set forth in Exhibit C, and attached hereto; WHEREAS, communication from Xcel Energy indicated that it has facilities within the area of proposed vacation, and established that Xcel Energy would not oppose the vacation of the street subject to certain conditions, as set forth in Exhibit D, and attached hereto; WHEREAS, no abutting property owners were subject to notification of the request for vacation as the street subject to the proposed vacation are encompassed by the PUD property; WHEREAS, on December 8, 2020, the Englewood Planning and Zoning Commission reviewed the requested vacation and thereafter voted to recommend approval of the requested vacation to the Englewood City Council; and Page 199 of 367 Page 2 of 3 WHEREAS, the notice of a Public Hearing to be held before the City Council was published on February 4, 2021. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ENGLEWOOD, COLORADO, AS FOLLOWS: Section 1. The City Council, after being duly and fully informed as to fully understand the true nature of this application for vacation of right-of-way and the propriety of granting the same at a public hearing held on February 16, 2021 makes the following findings: 1. That due and legal notice of the public hearing was given on February 3, 2021 and February 4, 2021 respectively, upon the City’s website and printed in the Englewood Herald. 2. No private rights will be injured or endangered by the vacation of a portion of South Huron Street, and the public will suffer no loss or inconvenience thereby. 3. In justice to the applicant, the request of the applicant ought to be granted. 4. No written objection to said vacation has been filed with the City by an owner or adjoining owner who would be a proper party to the action requested by the applicant. Section 2. Additional agreements. 1. W. H. Investments, Inc. will continue to grant access to the City for maintenance of the existing four-inch (4") and six-inch (6") water main system until the new eight-inch (8") water main system has been constructed and accepted by the City; 2. W. H. Investments, Inc. will continue to grant access to the City for repair and maintain the existing twenty-four-inch (24") sanitary sewer main currently crossing through the property, and which shall remain in operation during and after the redevelopment has taken place. 3. W. H. Investments, Inc. will dedicate to the City by a recorded Subdivision Plat such newly constructed eight-inch (8") water main system and associated utility easement; 4. W. H. Investments, Inc. will dedicate to the City by a recorded Subdivision Plat such newly constructed eight-inch (8") sanitary main system and associated utility easement. Section 3. The City Council of the City of Englewood, Colorado, hereby approves the vacation of the right-of-way as set forth within Exhibit A, subject to the agreements as set forth within Section 2 of this Ordinance, all as described within Exhibits B, C, and D, all four Exhibits hereby incorporated herein, and all in Page 200 of 367 Page 3 of 3 accordance with C.R.S. 43-2-303(3) reserving to the City those rights for public utilities, rights-of-ways and easements for public service facilities originally held in such plat, street, alley, easement and/or public reservation in existence and use until such time as those public service facilities have been relocated and accepted by the associated public utility. Section 4. This Ordinance shall take effect and be in force from and after publication in accordance with § 40 of the Home Rule Charter of the City of Englewood, Colorado. Introduced, read in full, and passed on first reading on the 1st day of March, 2021. Published by Title as a Bill for an Ordinance in the City’s official newspaper on the 4th day of March, 2021. Published as a Bill for an Ordinance on the City’s official website beginning on the 3rd day of March, 2021 for thirty (30) days. Linda Olson, Mayor ATTEST: Stephanie Carlile, City Clerk I, Stephanie Carlile, City Clerk of the City of Englewood, Colorado, hereby certify that the above and foregoing is a true copy of the Bill for an Ordinance introduced, read in full, and passed on first reading on the 1st day of March, 2021. Stephanie Carlile Page 201 of 367 Page 202 of 367 PARCEL 6PARCEL 540080Page 203 of 367 From:Elkins, James To:Kevin Roth Cc:Alex Krasnec; Erik Sampson Subject:RE: Winslow Crane - New Apartments Date:Wednesday, February 3, 2021 1:47:32 PM Attachments:N.821393 field notes 3001 S Galapago ST-no GIS.pdf USE CAUTION: This email originated from outside of the organization. DO NOT CLICK LINKS or OPEN ATTACHMENTS unless you have verified the sender and know that the content is legitimate. Centurylink has no problem with the new easements and or right of way. Attached is a drawing of the proposed route to relocate existing cable. Any questiond please call. Thank you James Elkins | OSP Field Engineer MOUNTAIN, LTD. Cell: 720-545-6037 801 W Mineral Ave. Suite 100 Littleton, CO 80120 james.elkins@lumen.com Exhibit B Page 204 of 367 N.821393F.2800879 ENWDCOMA ARAPAHOE ENGLEWOOD JIM ELKINS 720-545-6037 JOE PERO MOUNTAIN LTD.1 1 1 1/8/21 NOT TO SCALE S =SEWER F =FIRE HYDRANT NEW 48" ROUND TR-HH #2 W/ 50' FIBER LOOP; COPPER PASS THROUGH HH X X X X X X X X XX X X X XNEW 1730 HH #1 X X X X HH NEW 4' S/W DG&A P.695_A0878920 HD 4'00+44 01+0000+00 00+04PIT PIT PIT PIT AERIAL COPPER & FIBER CONTINUE AERIAL COPPER & FIBER CONTINUE HD 4'DN 22'02+12NEW 1730 HH #3 00+83 01+92 02+99 P.A087891901+96P.3001_A0877163 P.3003_A0877162 P.3007_A0877161 P.3013_A0877160 + UP 18' 02+95 00+47S 1.2739 1.0385 60' ROW51' ROW FFIRE HYDRANTXXXXXXXXXREMO 299' BKMA-100 REMO 212' ANMW-100W CORNELL AVE TO W DARTMOUTH AVETO CO S GALAPAGO STD/W (DIRT)16' ALLEY(DIRT)XCTL TO REMO (1) DG CTL TO REMO P.A0878919; (2) DG&A XCEL TO REMO THREE POLES 00+0000+19 EOA00+49 EOANEW DG&A SPLICE FIBER & NEW ANMW-100 THEN DOWN 22' ON P.695; PLACE (1) NEW 4' S/W DG&A AT P.695; HAND DIG FIBER & COPPER 4' FROM P.695 TO NEW 1730 HH #1; BORE 503' NEW 2" FIBER DUCT & NEW ANMW-100 IN SAME BORE FROM NEW HH #1 TO NEW 1730 HH #3 AT P.3013; HAND DIG 4' TO P.3013, THEN UP 18' & SPLICE BOTH CABLES; PLACE (1) NEW MST AT P.3013; PLACE (1) NEW DG&A AT P.3013; PLACE (2) NEW 1730 HHs; PLACE (1) NEW 48" ROUND TRAFFIC-RATED HH (#2) AT 01+00; PLACE 50' FIBER LOOP IN TR-HH, COPPER CABLE IS A PASS-THROUGH; REMO P.A0878919 & (2) DG&As; REMO (1) DG AT P.3003; REMO (1) MST, (1) 49A TERMINAL; (3) SPLICE CASES; REMO 90' 50-PR CABLE TO 3018 S HURON ST; REMO 80' (1) FIBER DROP; REMO 511' AERIAL BROWNFIELD FIBER, 212' AERIAL ANMW-100, 299' AERIAL BKMA-100; MOVE & REATTACH (1) DROP TO P.3013; CITY OF ENGLEWOOD PERMIT REQUIRED; TRAFFIC CONTROL REQUIRED. B=511' HH NOTE: POSSIBLE ROCK IN BORE AREA.Page 205 of 367 City of Englewood Subject: Letter of No Objection – Easement Vacation, 3002 S. Huron St. Englewood, CO 80110. ROW Vacation Exhibit To whom it may concern: Comcast has reviewed a request to vacate the access and utility easement at 3002 S. Huron St. Englewood, CO 80110. the vacation of the alley will be approved contingent vacations are acceptable, with conditions that the proposed easements are dedicated Existing Alley. Exception we do have facilities running North and south in the existing Utility ROW on Aerial poles in the existing alley of Cornell St. and will need to have a path provided by developer to reroute facilities to feed services impacted. Please contact me if you should have any questions or concerns at 720-460-7799. Sincerely, Greg Jaeger Comcast of Colorado Construction Specialist 2 Exhibit C Page 206 of 367 Siting and Land Rights Right of Way & Permits 1123 West 3rd Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571. 3284 donna.l.george@xcelenergy.com January 19, 2021 City of Englewood Planning Department Englewood Civic Center - 1000 Englewood Parkway Englewood, CO 80110 Re: Right of Way Vacation in Englewood To Whom It May Concern: Public Service Company of Colorado’s (PSCo) Right of Way & Permits Referral Desk has reviewed the documentation for Right of Way Vacation in Englewood. Given that PSCo has existing intermediate pressure natural gas and overhead electric facilities within the “Cornell and alley” exhibit area and both low and intermediate pressure gas main facilities in the “Huron” area, easements are required to cover these utilities. Prior to the vacation, the property owner/developer/contractor must contact Robyn Martinez, Right-of-Way Agent at robyn.m.martinez@xcelenergy.com for all required express PSCo easement documents in order that these facilities remain protected with land rights. Please note that the timing between vacation and new easement is critical. The easements must be recorded directly and immediately after the vacation is recorded. Donna George Right of Way and Permits Public Service Company of Colorado dba Xcel Energy Office: 303-571-3306 – Email: donna.l.george@xcelenergy.com Exhibit D Page 207 of 367 4 7 5 3 1 8 9 10 11 12 6 2 S GALAPAGO ST (ROW VARIES)W CORNELL AVE(60' ROW)BNS F R A I L W A Y (WI D T H V A R I E S )W BATES AVE(60' ROW)VARIABLE WIDTH PUBLIC ROW 16' PUBLIC ALLEY (TO BE VACATED)NHORIZONTAL SCALE: 1" = 4040 40' 0 LEGEND: CDOT PROPERTY PUBLIC ROW TO REMAIN PUBLIC ROW TO BE VACATED UTILITY EASEMENT 10' TRAIL EASEMENT 24' ACCESS EASEMENT EXISTING UTILITY EASEMENT TO REMAIN EXISTING EASEMENT TO BE VACATED BUILDING NUMBERS ## WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\6 - PARCEL & EASEMENT DISPOSITION PLAN.dwg Plotted by: Kevin Roth Date: 9/25/2020 2:57 PMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANPARCEL & EASEMENT DISPOSITION PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20206 of6 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO NOTE: ALL RIGHT OF WAY AND EASEMENT LIMITS ARE APPROXIMATE. CONFIRMATION OF EXISTING CONDITIONS WITH THE ALTA SURVEY AND TITLE WORK, ALONG WITH A COORDIANTED EFFORT WITH THE CITY DURING THE PLAT PROCESS WILL CREATE THE FINAL LIMITS. Exhibit E Page 208 of 367 MINUTES Planning and Zoning Commission Meeting Tuesday, December 8, 2020 COMMISSIONERS PRESENT: Cate Townley Daryl Kinton Michele Austin Carl Adams Noel Atkins Diane Lipovsky Colin Haggerty COMMISSIONERS ABSENT: Judy Browne Kate Fuller STAFF PRESENT: Erik Sampson, Planner II Wade Burkholder, Planning Manager Brad Power, Director of Community Development Dugan Comer, Deputy City Attorney 1. Call to Order The virtual meeting was called to order by Vice Chair Austin at 7:00 pm 2. Approval of Minutes Draft November 17, 2020 Minutes Moved by Member Colin Haggerty Seconded by Member Diane Lipovsky MOTION TO APPROVE THE NOVEMBER 17 2020 MINUTES. For Against Abstained Cate Townley x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Seconded By) x Colin Haggerty (Moved By) x 7 0 0 Motion CARRIED. Page 209 of 367 Planning and Zoning Commission December 8, 2020 3. Public Forum This is an opportunity for the public to address the Planning and Zoning Commission regarding items not on the agenda. Commissioners may ask questions for clarification, but there will not be any dialogue. Presentations will be limited to three minutes. 4. Public Hearing Case ZON2020-001 Applicants: Saunders Development and WH Investments 3002 South Huron St. Moved by Member Diane Lipovsky Seconded by Member Daryl Kinton MOTION TO OPEN THE PUBLIC HEARING FOR CASE ZON2020-001, WINSLOW CRANE SITE DEVELOPMENT PLAN, 3002 SOUTH HURON STREET For Against Abstained Cate Townley x Daryl Kinton (Seconded By) x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Moved By) x Colin Haggerty x 7 0 0 Motion CARRIED. Wade Burkholder, Planning Manager was sworn in. Erik Sampson, Planner II was sworn in. Bryant Winslow of Darmouth MFP, LLC was sworn in. Alex Krasnec of Saunders Commercial Development Company was sworn in. Brett Parmelee of Saunders Commercial Development Company was sworn in. James Ronczy of KTGY Arhitecture + Planning was sworn in. Vice Chair Austin entered an email from Kathleen Kirkman into the record. Dan Kaufman, 2904 South Galapago Street, was sworn in. Blake Watters, 2888 South Galapago Street was sworn in. Page 210 of 367 Planning and Zoning Commission December 8, 2020 Jennifer Bartlett, 2844 South Fox Street was sworn in. Moved by Member Cate Townley Seconded by Member Diane Lipovsky MOTION TO CLOSE THE PUBLIC HEARING. For Against Abstained Cate Townley (Moved By) x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Seconded By) x Colin Haggerty x 7 0 0 Motion CARRIED. Moved by Member Colin Haggerty Seconded by Member Cate Townley MOTION TO RECOMMEND CASE ZON2020-001 3002 SOUTH HURON STREET, WH SITE DEVELOPMENT PLAN TO CITY COUNCIL FOR APPROVAL WITH THE FOLLOWING CONDITIONS: 1. ADMINISTRATIVE APPROVAL OF A MINOR SUBDIVISION PLAT AND FILING WITH ARAPAHOE COUNTY. 2. DEDICATION OF A 10-FOOT PUBLIC TRAIL EASEMENT FOR FUTURE CONSTRUCTION OF THE ENGLEWOOD RAIL TRAIL AND APPROVAL BY CITY COUNCIL OF A MEMORANDUM OF UNDERSTANDING FOR FUTURE CONSTRUCTION CONSIDERATIONS. 3. APPROVAL OF RIGHT-OF-WAY VACATION REQUESTS FOR A PORTION OF WEST CORNELL AVENUE, SOUTH HURON STREET, AND A 16-FOOT PUBLIC ALLEY. 4. REMOVAL OF THE EXISTING MONOLITHIC ROLLOVER CURB, GUTTER AND A 3-FOOT+/- SIDEWALK AND REPLACEMENT WITH A 6-INCH VERTICAL CURB, GUTTER AND 6-FOOT SIDEWALK IN ACCORDANCE WITH CITY STANDARDS. THE REQUIREMENT Page 211 of 367 Planning and Zoning Commission December 8, 2020 INCLUDES MATCHING GRADES FROM THE NEW BACK OF WALK TO THE EXISTING SURFACE ALONG THE ENTIRETY OF THE GALAPAGO STREET FRONTAGE, INCLUDING ACROSS THE PROPERTIES LOCATED OUTSIDE OF THE PROJECT THAT HAVE FRONTAGE ON GALAPAGO. a. REVIEW OF PROPOSED SIDEWALKS FOR CONFORMANCE WITH CITY CODE WITH REGARD TO ATTACHED VERSUS DETACHED SIDEWALKS ON RESIDENTIAL STREETS. 5. ACCEPTANCE AND APPROVAL OF THE SUBMITTED TRAFFIC STUDY; ANSWERING ALL OUTSTANDING QUESTIONS OF THE TRAFFIC ENGINEER. 6. APPROVAL OF DRAINAGE AND WATER QUALITY STUDY. For Against Abstained Cate Townley (Seconded By) x Colin Haggerty (Moved By) x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky x 7 0 0 Motion CARRIED. 5. Staff's Choice 6. Attorney's Choice 7. Commissioner's Choice 8. Adjourn The meeting adjourned at 9:52 pm Nancy Fenton, Staff Liaison Page 212 of 367 Winslow Crane PUD 3002 S. Huron St. S. Huron Right-of-Way Vacation SUB2021-005 City Council Public Hearing February 16, 2021 Page 213 of 367 1.A portion of South Huron St. (Exhibit A) Right of Way Vacation Requests Page 214 of 367 Page 215 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: Erik Sampson, Wade Burkholder DEPARTMENT: Community Development DATE: March 1, 2021 SUBJECT: CB 06 - Vacation of a portion of West Cornell Ave right-of-way and a portion of the associated public alley for the WH PUD Site Development Plan DESCRIPTION: CB 06 - Vacation of a portion of West Cornell Ave right-of-way and a portion of the associated alley - WH PUD Site Development Plan RECOMMENDATION: Staff recommends that City Council approve a bill for an ordinance regarding WH Investments' request for a vacation of public right-of-way. PREVIOUS COUNCIL ACTION: A public hearing was held and public testimony received by City Council on February 16, 2021 regarding WH Investments' request to vacate West Cornell Ave right-of-way and a portion of the associated public alley for the WH PUD Site Development Plan. SUMMARY: WH Investments, LLC has submitted an application requesting the vacation of public right-of- way in conjunction with the WH PUD Site Development Plan apartment development. The proposed Winslow Crane project proposes 203 multi-family dwelling units in 12 buildings, as referenced in the application for the WH PUD Site Development Plan. As a part of this project, an existing 6-inch (6”) water main system will be upgraded with a new eight-inch (8”) main. There will also be utility easements dedicated to the City of Englewood for the construction of a new 8-inch (8”) water main and a new 8-inch (8”) sewer main. All required easements for this project will be memorialized by a Minor Subdivision Plat that is being completed in conjunction with the PUD Site Development Plan. In order to accommodate the Winslow Crane project, approximately 10,263 square feet of the West Cornell Avenue and public alley right-of-way are required to be vacated. The requested portion to be vacated is located between several properties, all of which are owned by the applicant. Exhibits and legal descriptions depicting the vacation request are attached and will be incorporated into the ordinance approving the requested vacation. The applicant is requesting that the street be vacated and distributed back to the applicant. Page 216 of 367 ANALYSIS: The West Cornell Avenue and the adjoining public alley right-of-way request was reviewed by seven City of Englewood departments and divisions: Community Development, Building, Fire, Traffic, Engineering, Utilities, and Wastewater Treatment. None of the departments or divisions had objections to the vacation requests. Community Development, Engineering, and Utilities also reviewed the proposed easement dedications and concurred with the proposed dedications. The vacation requests were also reviewed by dry utility providers including Century Link, Comcast, and Xcel Energy. The dry utility companies provided clearance letters with no objection to the vacation requests. CenturyLink has requested that the applicant relocate an existing cable as shown on Exhibit B. Xcel Energy has stated no objection to the vacation as long as the appropriate easements for the low and intermediate pressure gas main facilities are established. As previously stated, all required easements for this project will be memorialized by a minor subdivision that is being completed in conjunction with the PUD Site Development Plan. The clearance letters from the dry utility companies are attached. An overall depiction of the requested right-of-way vacations and proposed easements in conjunction with the proposed project are attached as Exhibit E. WH Investments has submitted construction documents for the WH PUD Site Development Plan apartment project which confirm the viability of the proposed utility relocations. The City of Englewood no longer has any public interest in the West Cornell Avenue or public alley right-of- ways. At the December 8, 2020 Planning and Zoning Commission regular meeting, staff and representatives from WH Investments presented the vacation of right-of-way requests. Staff and WH Investments' representatives answered questions from the Commission regarding the vacation requests. The Commission moved and seconded a motion to recommend that City Council approve the vacation of approximately 10,263 square feet of West Cornell Avenue and 16 feet of public alley right-of-way located on the Winslow Crane property. The motion carried unanimously with 9 for and 0 against. The Minutes from the December 8, 2020 Planning and Zoning Commission regular meeting are attached. If City Council determines from the testimony and information presented that no private rights will be injured or endangered by the vacation, and that the public will suffer no loss or inconvenience by the vacation, and that in justice to the applicant the request for vacation ought to be granted, then the City Council shall approve such vacation by Ordinance. COUNCIL REVIEW STANDARD: 1. That due and legal notice of the public hearing was given on February 4, 2021 upon the city’s website and printed in the Englewood Herald. 2. No private rights will be injured or endangered by the vacation of a portion of West Cornell Avenue and associated alley, and the public will suffer no loss or inconvenience thereby. 3. In justice to the applicant, the request of the applicant ought to be granted. 4. No written objection to said vacation has been filed with the city by an owner or adjoining owner who would be a proper party to the action requested by the applicant. Page 217 of 367 FINANCIAL IMPLICATIONS: The $29 million WH Planned Unit Development will provide financial benefits to the city including: • A one-time payment to the city of approximately $740,000 in Building Permit and Use Tax Fees. • A one-time payment to the city of approximately $78,000 to the Park Fee-in-Lieu Fund. • Approximately $20,000 annually in increased property taxes to the city. CONNECTION TO STRATEGIC PLAN: The WH Planned Unit Development Site Development Plan connects to the following Strategic Plan Outcomes: Neighborhoods The WH PUD Site Development Plan will complement the recently completed Iron Works Village Townhomes project as well as the Foundry Apartments. The WH PUD Site Development Plan would complete the redevelopment of what was formally vacant or underutilized industrial property. Together, the three new developments create a cohesive neighborhood along the light rail corridor that includes diverse housing choices ranging from for-sale single family homes to leased multi-family apartments. The proposed Site Development Plan proposes building forms and materials that will complement neighboring buildings. The building type utilized along the Dartmouth Avenue frontage and closest to the single family residences along Galapago that are not a part of this PUD, consist of buildings which exhibit less massing and respect the single family characteristic along the southern portion of Galapago. Transportation The project will provide a 10-foot trail easement for the Englewood Rail Trail along the entirety of the western property line of the site. As the Englewood Rail Trail develops, it will provide a multi-modal connection between the three new developments and the Englewood light rail station. CONCLUSION: Staff recommends approval of the request to vacate of a portion of West Cornell Avenue and associated public alley for the WH Planned Unit Development project. ATTACHMENTS: Council Bill #6 Exhibit A: West Cornell and Public Alley Right-of-Way Vacation Map and Legal Descriptions Exhibit B: Century Link Clearance Letter and Relocation Map Exhibit C: Comcast Clearance Letter Exhibit D: Xcel Clearance Letter Exhibit E: Vacation and Easement Map Planning and Zoning Commission Minutes December 8, 2020 PowerPoint Presentation Page 218 of 367 Page 1 of 3 BY AUTHORITY ORDINANCE NO. ___ COUNCIL BILL NO. 06 SERIES OF 2021 INTRODUCED BY COUNCIL MEMBER _________ A BILL FOR AN ORDINANCE AUTHORIZING THE VACATION OF A PORTION OF WEST CORNELL STREET RIGHT-OF-WAY AND A PORTION OF THE ASSOCIATED ALLEY, ALL LOCATED IN THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN THE CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO. WHEREAS, W. H. Investments, has requested that a portion of West Cornell Avenue and associated alley be vacated for construction of the W H Planned Unit Development ("PUD"), as set forth on the legal description and drawing identified as Exhibit A, and attached hereto; WHEREAS, communications from Century Link indicates that they are not opposed to the proposed vacation, and that the developer will need to coordinate with Century Link to establish a new easement for Century Link's service line, as set forth in Exhibit B, and attached hereto; WHEREAS, communication from Comcast indicates that they are not opposed to the proposed vacation, and that the developer will need to coordinate with Comcast to establish new easement for Comcast's facilities on the property, as set forth in Exhibit C, and attached hereto; WHEREAS, communication from Xcel Energy indicated that it has facilities within the area of proposed vacation, and established that Xcel Energy would not oppose the vacation of either the street or alley subject to certain conditions, as set forth in Exhibit D, and attached hereto; WHEREAS, no abutting property owners were subject to notification of the request for vacation as the street and alley subject to the proposed vacation are encompassed by the PUD property; WHEREAS, on December 8, 2020 the Englewood Planning and Zoning Commission reviewed the requested vacation and thereafter voted to recommend approval of the requested vacation to the Englewood City Council; and WHEREAS, the notice of a Public Hearing to be held before the City Council was published on February 4, 2021. Page 219 of 367 Page 2 of 3 NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ENGLEWOOD, COLORADO, AS FOLLOWS: Section 1. The City Council, after being duly and fully informed as to fully understand the true nature of this application for vacation of right-of-way and the propriety of granting the same at a public hearing held on February 16, 2021 makes the following findings: 1. That due and legal notice of the public hearing was given on February 3, 2021 and February 4, 2021 respectively, upon the City’s website and printed in the Englewood Herald. 2. No private rights will be injured or endangered by the vacation of a portion of West Cornell Avenue and associated alley, and the public will suffer no loss or inconvenience thereby. 3. In justice to the applicant, the request of the applicant ought to be granted. 4. No written objection to said vacation has been filed with the City by an owner or adjoining owner who would be a proper party to the action requested by the applicant. Section 2. Additional agreements. 1. W. H. Investments, Inc. will continue to grant access to the City for maintenance of the existing 6-inch (6") water line until the new eight- inch (8") water main has been constructed and accepted by the City; 2. W. H. Investments, Inc. will continue to grant access to the City for maintenance of the existing 8-inch (8") sanitary sewer main system until such time as the main is partially abandoned and/or removed, and any remaining portion of the sanitary sewer main remaining in service shall remain in service in perpetuity and continue to be owned and maintained by the City; 3. W. H. Investments, Inc. will dedicate to the City by a recorded Subdivision Plat such newly constructed eight-inch (8") water main system and associated utility easement; 4. W. H. Investments, Inc. will dedicate to the City by a recorded Subdivision Plat such newly constructed eight-inch (8") sanitary sewer main system and associated utility easement. Section 3. The City Council of the City of Englewood, Colorado, hereby approves the vacation of the right-of-way and alley as set forth within Exhibit A, subject to the agreements as set forth within Section 2 of this Ordinance, all as described within Exhibits B, C, and D, all four Exhibits hereby incorporated herein, and all in accordance with C.R.S. 43-2-303(3) reserving to the City those rights for public utilities, rights-of-ways and easements for public service facilities originally Page 220 of 367 Page 3 of 3 held in such plat, street, alley, easement and/or public reservation in existence and use until such time as those public service facilities have been relocated and accepted by the associated public utility. Section 4. This Ordinance shall take effect and be in force from and after publication in accordance with § 40 of the Home Rule Charter of the City of Englewood, Colorado. Introduced, read in full, and passed on first reading on the 1st day of March, 2021. Published by Title as a Bill for an Ordinance in the City’s official newspaper on the 4th day of March, 2021. Published as a Bill for an Ordinance on the City’s official website beginning on the 3rd day of March, 2021 for thirty (30) days. Linda Olson, Mayor ATTEST: Stephanie Carlile, City Clerk I, Stephanie Carlile, City Clerk of the City of Englewood, Colorado, hereby certify that the above and foregoing is a true copy of the Bill for an Ordinance introduced, read in full, and passed on first reading on the 1st day of March, 2021. Stephanie Carlile Page 221 of 367 EXHIBIT A A PARCEL OF LAND BEING A PORTION OF WEST CORNELL AVENUE, THE SIXTEEN (16) FOOT WIDE ALLEY IN BLOCK 1 OF TAYLOR'S ADDITION, AND ALL OF PARCEL 2 AND PARCEL 3 AS DESCRIBED AT BOOK 5712, PAGE 490, ALL DOCUMENTS AS FILED IN THE ARAPAHOE CLERK AND RECORDER'S OFFICE; SITUATED IN THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF ARAPAHOE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID BLOCK 1; THENCE S89"37'29nW, ALONG THE NORTH LINE OF LOT 49 OF SAID BLOCK 1, A DISTANCE OF 126.85 FEET TO THE NORTHWEST CORNER OF SAID LOT 49; THENCE soo·o1'36"W, ALONG THE WEST LINE OF LOTS 42 THROUGH 49, INCLUSIVE, OF SAID BLOCK 1, A DISTANCE OF 200.14 FEET TO THE SOUTHWEST CORNER OF SAID LOT 42; THENCE S89"37'08n W A DISTANCE OF 16.00 FEET TO THE SOUTHEAST CORNER OF LOT 8 OF SAID BLOCK 1; THENCE N00"01 '36n E, ALONG THE EAST LINE OF LOTS 1 THROUGH 5, INCLUSIVE, OF SAID BLOCK 1, AND THE WEST LINE OF PARCEL 3 OF SAID BOOK 5712, PAGE 490, A DISTANCE OF 249.63 FEET TO THE NORTHWEST CORNER OF SAID PARCEL 3; THENCE N89"39'32nE, ALONG THE NORTH LINE OF SAID PARCEL 3 AND SAID PARCEL 2, A DISTANCE OF 142.81 FEET TO A POINT ON THE EAST LINE OF SAID BLOCK 1 EXTENDED NORTHERLY; THENCE S00"01 '1 O n E, ALONG THE EAST LINE OF SAID BLOCK 1 EXTENDED NORTHERLY, A DISTANCE OF 49.40 FEET TO THE POINT OF BEGINNING; CONTAINING: 10,263 SQUARE FEET, 0.236 ACRES, MORE OR LESS. THIS LEGAL DESCRIPTION WAS PREPARED BY: DON LAMBERT, PLS 30830 FOR AND ON BEHALF OF Esi land surveying, lie �;�USERS\D0N l.AMBERT\ESI 1EAM DROPBOX\ESI PROJEClS\DARlMOUTH & GALAPAG0\ESI ENGLEWOOD APARlMENlS SUBDIVISION Pl.AT 101820.DWG 11/24/2020 2:00 SHEET 1 OF 2 Esi land surveying, lie 3531 S. Logan St. D-324 Englewood, CO 80113 Ph: 303-340-0113 DAlE 10/28/20 PROJECT NO. 20-009 Page 222 of 367 PARCEL 3A20040EXHIBIT APage 223 of 367 From:Elkins, James To:Kevin Roth Cc:Alex Krasnec; Erik Sampson Subject:RE: Winslow Crane - New Apartments Date:Wednesday, February 3, 2021 1:47:32 PM Attachments:N.821393 field notes 3001 S Galapago ST-no GIS.pdf USE CAUTION: This email originated from outside of the organization. DO NOT CLICK LINKS or OPEN ATTACHMENTS unless you have verified the sender and know that the content is legitimate. Centurylink has no problem with the new easements and or right of way. Attached is a drawing of the proposed route to relocate existing cable. Any questiond please call. Thank you James Elkins | OSP Field Engineer MOUNTAIN, LTD. Cell: 720-545-6037 801 W Mineral Ave. Suite 100 Littleton, CO 80120 james.elkins@lumen.com Exhibit B Page 224 of 367 N.821393F.2800879 ENWDCOMA ARAPAHOE ENGLEWOOD JIM ELKINS 720-545-6037 JOE PERO MOUNTAIN LTD.1 1 1 1/8/21 NOT TO SCALE S =SEWER F =FIRE HYDRANT NEW 48" ROUND TR-HH #2 W/ 50' FIBER LOOP; COPPER PASS THROUGH HH X X X X X X X X XX X X X XNEW 1730 HH #1 X X X X HH NEW 4' S/W DG&A P.695_A0878920 HD 4'00+44 01+0000+00 00+04PIT PIT PIT PIT AERIAL COPPER & FIBER CONTINUE AERIAL COPPER & FIBER CONTINUE HD 4'DN 22'02+12NEW 1730 HH #3 00+83 01+92 02+99 P.A087891901+96P.3001_A0877163 P.3003_A0877162 P.3007_A0877161 P.3013_A0877160 + UP 18' 02+95 00+47S 1.2739 1.0385 60' ROW51' ROW FFIRE HYDRANTXXXXXXXXXREMO 299' BKMA-100 REMO 212' ANMW-100W CORNELL AVE TO W DARTMOUTH AVETO CO S GALAPAGO STD/W (DIRT)16' ALLEY(DIRT)XCTL TO REMO (1) DG CTL TO REMO P.A0878919; (2) DG&A XCEL TO REMO THREE POLES 00+0000+19 EOA00+49 EOANEW DG&A SPLICE FIBER & NEW ANMW-100 THEN DOWN 22' ON P.695; PLACE (1) NEW 4' S/W DG&A AT P.695; HAND DIG FIBER & COPPER 4' FROM P.695 TO NEW 1730 HH #1; BORE 503' NEW 2" FIBER DUCT & NEW ANMW-100 IN SAME BORE FROM NEW HH #1 TO NEW 1730 HH #3 AT P.3013; HAND DIG 4' TO P.3013, THEN UP 18' & SPLICE BOTH CABLES; PLACE (1) NEW MST AT P.3013; PLACE (1) NEW DG&A AT P.3013; PLACE (2) NEW 1730 HHs; PLACE (1) NEW 48" ROUND TRAFFIC-RATED HH (#2) AT 01+00; PLACE 50' FIBER LOOP IN TR-HH, COPPER CABLE IS A PASS-THROUGH; REMO P.A0878919 & (2) DG&As; REMO (1) DG AT P.3003; REMO (1) MST, (1) 49A TERMINAL; (3) SPLICE CASES; REMO 90' 50-PR CABLE TO 3018 S HURON ST; REMO 80' (1) FIBER DROP; REMO 511' AERIAL BROWNFIELD FIBER, 212' AERIAL ANMW-100, 299' AERIAL BKMA-100; MOVE & REATTACH (1) DROP TO P.3013; CITY OF ENGLEWOOD PERMIT REQUIRED; TRAFFIC CONTROL REQUIRED. B=511' HH NOTE: POSSIBLE ROCK IN BORE AREA.Page 225 of 367 City of Englewood Subject: Letter of No Objection – Easement Vacation, 3002 S. Huron St. Englewood, CO 80110. ROW Vacation Exhibit To whom it may concern: Comcast has reviewed a request to vacate the access and utility easement at 3002 S. Huron St. Englewood, CO 80110. the vacation of the alley will be approved contingent vacations are acceptable, with conditions that the proposed easements are dedicated Existing Alley. Exception we do have facilities running North and south in the existing Utility ROW on Aerial poles in the existing alley of Cornell St. and will need to have a path provided by developer to reroute facilities to feed services impacted. Please contact me if you should have any questions or concerns at 720-460-7799. Sincerely, Greg Jaeger Comcast of Colorado Construction Specialist 2 Exhibit C Page 226 of 367 Siting and Land Rights Right of Way & Permits 1123 West 3rd Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 303. 571. 3284 donna.l.george@xcelenergy.com January 19, 2021 City of Englewood Planning Department Englewood Civic Center - 1000 Englewood Parkway Englewood, CO 80110 Re: Right of Way Vacation in Englewood To Whom It May Concern: Public Service Company of Colorado’s (PSCo) Right of Way & Permits Referral Desk has reviewed the documentation for Right of Way Vacation in Englewood. Given that PSCo has existing intermediate pressure natural gas and overhead electric facilities within the “Cornell and alley” exhibit area and both low and intermediate pressure gas main facilities in the “Huron” area, easements are required to cover these utilities. Prior to the vacation, the property owner/developer/contractor must contact Robyn Martinez, Right-of-Way Agent at robyn.m.martinez@xcelenergy.com for all required express PSCo easement documents in order that these facilities remain protected with land rights. Please note that the timing between vacation and new easement is critical. The easements must be recorded directly and immediately after the vacation is recorded. Donna George Right of Way and Permits Public Service Company of Colorado dba Xcel Energy Office: 303-571-3306 – Email: donna.l.george@xcelenergy.com Exhibit D Page 227 of 367 4 7 5 3 1 8 9 10 11 12 6 2 S GALAPAGO ST (ROW VARIES)W CORNELL AVE(60' ROW)BNS F R A I L W A Y (WI D T H V A R I E S )W BATES AVE(60' ROW)VARIABLE WIDTH PUBLIC ROW 16' PUBLIC ALLEY (TO BE VACATED)NHORIZONTAL SCALE: 1" = 4040 40' 0 LEGEND: CDOT PROPERTY PUBLIC ROW TO REMAIN PUBLIC ROW TO BE VACATED UTILITY EASEMENT 10' TRAIL EASEMENT 24' ACCESS EASEMENT EXISTING UTILITY EASEMENT TO REMAIN EXISTING EASEMENT TO BE VACATED BUILDING NUMBERS ## WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\6 - PARCEL & EASEMENT DISPOSITION PLAN.dwg Plotted by: Kevin Roth Date: 9/25/2020 2:57 PMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANPARCEL & EASEMENT DISPOSITION PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20206 of6 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO NOTE: ALL RIGHT OF WAY AND EASEMENT LIMITS ARE APPROXIMATE. CONFIRMATION OF EXISTING CONDITIONS WITH THE ALTA SURVEY AND TITLE WORK, ALONG WITH A COORDIANTED EFFORT WITH THE CITY DURING THE PLAT PROCESS WILL CREATE THE FINAL LIMITS. Exhibit E Page 228 of 367 MINUTES Planning and Zoning Commission Meeting Tuesday, December 8, 2020 COMMISSIONERS PRESENT: Cate Townley Daryl Kinton Michele Austin Carl Adams Noel Atkins Diane Lipovsky Colin Haggerty COMMISSIONERS ABSENT: Judy Browne Kate Fuller STAFF PRESENT: Erik Sampson, Planner II Wade Burkholder, Planning Manager Brad Power, Director of Community Development Dugan Comer, Deputy City Attorney 1. Call to Order The virtual meeting was called to order by Vice Chair Austin at 7:00 pm 2. Approval of Minutes Draft November 17, 2020 Minutes Moved by Member Colin Haggerty Seconded by Member Diane Lipovsky MOTION TO APPROVE THE NOVEMBER 17 2020 MINUTES. For Against Abstained Cate Townley x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Seconded By) x Colin Haggerty (Moved By) x 7 0 0 Motion CARRIED. Page 229 of 367 Planning and Zoning Commission December 8, 2020 3. Public Forum This is an opportunity for the public to address the Planning and Zoning Commission regarding items not on the agenda. Commissioners may ask questions for clarification, but there will not be any dialogue. Presentations will be limited to three minutes. 4. Public Hearing Case ZON2020-001 Applicants: Saunders Development and WH Investments 3002 South Huron St. Moved by Member Diane Lipovsky Seconded by Member Daryl Kinton MOTION TO OPEN THE PUBLIC HEARING FOR CASE ZON2020-001, WINSLOW CRANE SITE DEVELOPMENT PLAN, 3002 SOUTH HURON STREET For Against Abstained Cate Townley x Daryl Kinton (Seconded By) x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Moved By) x Colin Haggerty x 7 0 0 Motion CARRIED. Wade Burkholder, Planning Manager was sworn in. Erik Sampson, Planner II was sworn in. Bryant Winslow of Darmouth MFP, LLC was sworn in. Alex Krasnec of Saunders Commercial Development Company was sworn in. Brett Parmelee of Saunders Commercial Development Company was sworn in. James Ronczy of KTGY Arhitecture + Planning was sworn in. Vice Chair Austin entered an email from Kathleen Kirkman into the record. Dan Kaufman, 2904 South Galapago Street, was sworn in. Blake Watters, 2888 South Galapago Street was sworn in. Page 230 of 367 Planning and Zoning Commission December 8, 2020 Jennifer Bartlett, 2844 South Fox Street was sworn in. Moved by Member Cate Townley Seconded by Member Diane Lipovsky MOTION TO CLOSE THE PUBLIC HEARING. For Against Abstained Cate Townley (Moved By) x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Seconded By) x Colin Haggerty x 7 0 0 Motion CARRIED. Moved by Member Colin Haggerty Seconded by Member Cate Townley MOTION TO RECOMMEND CASE ZON2020-001 3002 SOUTH HURON STREET, WH SITE DEVELOPMENT PLAN TO CITY COUNCIL FOR APPROVAL WITH THE FOLLOWING CONDITIONS: 1. ADMINISTRATIVE APPROVAL OF A MINOR SUBDIVISION PLAT AND FILING WITH ARAPAHOE COUNTY. 2. DEDICATION OF A 10-FOOT PUBLIC TRAIL EASEMENT FOR FUTURE CONSTRUCTION OF THE ENGLEWOOD RAIL TRAIL AND APPROVAL BY CITY COUNCIL OF A MEMORANDUM OF UNDERSTANDING FOR FUTURE CONSTRUCTION CONSIDERATIONS. 3. APPROVAL OF RIGHT-OF-WAY VACATION REQUESTS FOR A PORTION OF WEST CORNELL AVENUE, SOUTH HURON STREET, AND A 16-FOOT PUBLIC ALLEY. 4. REMOVAL OF THE EXISTING MONOLITHIC ROLLOVER CURB, GUTTER AND A 3-FOOT+/- SIDEWALK AND REPLACEMENT WITH A 6-INCH VERTICAL CURB, GUTTER AND 6-FOOT SIDEWALK IN ACCORDANCE WITH CITY STANDARDS. THE REQUIREMENT Page 231 of 367 Planning and Zoning Commission December 8, 2020 INCLUDES MATCHING GRADES FROM THE NEW BACK OF WALK TO THE EXISTING SURFACE ALONG THE ENTIRETY OF THE GALAPAGO STREET FRONTAGE, INCLUDING ACROSS THE PROPERTIES LOCATED OUTSIDE OF THE PROJECT THAT HAVE FRONTAGE ON GALAPAGO. a. REVIEW OF PROPOSED SIDEWALKS FOR CONFORMANCE WITH CITY CODE WITH REGARD TO ATTACHED VERSUS DETACHED SIDEWALKS ON RESIDENTIAL STREETS. 5. ACCEPTANCE AND APPROVAL OF THE SUBMITTED TRAFFIC STUDY; ANSWERING ALL OUTSTANDING QUESTIONS OF THE TRAFFIC ENGINEER. 6. APPROVAL OF DRAINAGE AND WATER QUALITY STUDY. For Against Abstained Cate Townley (Seconded By) x Colin Haggerty (Moved By) x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky x 7 0 0 Motion CARRIED. 5. Staff's Choice 6. Attorney's Choice 7. Commissioner's Choice 8. Adjourn The meeting adjourned at 9:52 pm Nancy Fenton, Staff Liaison Page 232 of 367 Winslow Crane PUD 3002 S. Huron St. W. Cornell and Public Alley Right-of-Way Vacation SUB2021-004 City Council Public Hearing February 16, 2021 Page 233 of 367 2. A portion of West Cornell Ave. & 16-ft. public alleyway Right of Way Vacation Requests Page 234 of 367 Page 235 of 367 COUNCIL COMMUNICATION TO: Mayor and Council FROM: Erik Sampson, Wade Burkholder DEPARTMENT: Community Development DATE: March 1, 2021 SUBJECT: CB 08 - First Reading on WH PUD Site Development Plan for Winslow Crane, 3001 South Galapago Street DESCRIPTION: CB 08 - First Reading on WH PUD Site Development Plan for Winslow Crane, 3001 S. Galapago Street RECOMMENDATION: Staff recommends City Council approve a council bill on the WH PUD Site Development Plan. PREVIOUS COUNCIL ACTION: On March 4, 2013 via Ordinance No. 4, Series of 2012/2013, the WH Planned Unit Development (PUD) was approved by City Council establishing specific zoning uses and site planning criteria for development of the property. A condition of approval was: "Development on any portion of the PUD for any residential use (and not public/institutional, commercial, or industrial uses) shall be subject to site plan review by the Planning and Zoning Commission and review and approval by City Council." A public hearing was held and public testimony received by City Council on February 16, 2021, regarding WH. Investments' proposed PUD Site Development Plan. SUMMARY: The Planned Unit Development approved in 2013 changed the zoning of the property from I-1 and R-2-B to PUD for the 6.12 acre site occupied by the Winslow Construction Company. The PUD permits low, medium, and high density multi-family dwellings as approved uses. WH Investments, LLC proposes to build a 203-unit, multi-family residential development on the parcel at the northwest corner of Galapago Street and Dartmouth Avenue within the confines of the approved PUD District Plan. The proposal excludes several adjacent properties along Galapago Street that are not a part of the PUD and are privately owned. The proposed project includes eight (8), three-story, walk-up apartment buildings with tuck-under private parking garages. In addition, the project proposes to construct three (3), three-story townhome buildings and a centrally located amenity building that will include property leasing space, mail and package rooms, gathering and amenity space, a roof deck and mechanical spaces. Adjacent to the amenity building, a private pool with outdoor patio and gathering spaces will be constructed as well as several other small outdoor amenity spaces. The proposed project will include a mix of studio, one-bedroom, and two-bedroom apartments. Page 236 of 367 The project would also provide a 10-foot trail easement for the Englewood Rail Trail along the entirety of the western property line of the site. The Site Development Plan, as submitted for review, proposes 203 multi-family dwelling units in 12 buildings with 176,529 square feet of residential floor area on site. The applicant has submitted the attached Site Development Plan for review in compliance with the approved PUD District Plan. On December 8, 2020, the Planning and Zoning Commission approved, by motion, to recommend the WH PUD Site Development Plan to City Council for approval with the following conditions: 1. Administrative Approval of a minor subdivision plat and filing with Arapahoe County. 2. Dedication of a 10-foot public trail easement for future construction of the Englewood rail trail and approval by City Council of a Memorandum of Understanding for future construction considerations. 3. Approval of right-of-way vacation requests for a portion of West Cornell Avenue, South Huron Street, and a 16-foot public alley. 4. Removal of the existing monolithic rollover curb, gutter and a 3-foot +/- sidewalk and replacement with a 6-inch vertical curb, gutter and 6-foot sidewalk in accordance with City standards. The requirement includes matching grades from the new back of walk to the existing surface along the entirety of the Galapago Street frontage, including across the properties located outside of the project that have frontage on Galapago. (a) Review of proposed sidewalks for conformance with City Code with regard to attached versus detached sidewalks on residential streets. 5. Acceptance and approval of the submitted traffic study; answering all outstanding questions of the traffic engineer. 6. Approval of drainage and water quality study. The applicant has provided a written response addressing Council's requests at the February 16, 2021 public hearing for revising the plan to include detached sidewalks and affordable housing. The applicant's response is attached. ANALYSIS: The Planned Unit Development is a rezoning process that establishes specific zoning and site planning criteria to meet the needs of a specific development proposal that may not be accommodated within existing zoning development regulations. A PUD rezoning provides the opportunity for unified development control of multiple properties or multiple uses. With this application and according to the 2012/2013 Unified Development Code (UDC), Planned Unit Developments could be approved in two phases. A PUD District Plan and Site Development Plan could be approved at separate times but through the same review and public hearing process unless otherwise approved via the PUD District Plan. Neighborhood Meeting Summary: Pursuant to the PUD procedure, the applicant conducted a neighborhood meeting on June 18, 2020 in accordance with the Unified Development Code (UDC) provision requiring that the maximum time between the neighborhood meeting and a public hearing before the Planning and Zoning Commission shall not be more than one hundred Page 237 of 367 eighty (180) days. Notice of the neighborhood meeting was mailed to property owners and occupants of properties within 1,000 feet of the site. Meeting notes from the neighborhood meeting are attached. Permitted Uses: The approved PUD District Plan includes a table of uses listing permitted residential, public/institutional, commercial, medical, office, retail, and industrial uses. The District Plan also contains language stating that all allowed industrial uses shall cease and shall not be grandfathered nor considered legal, non-conforming uses upon the issuance of a Certificate of Occupancy for any residential or commercial use within the PUD, whether or not the property contained within the PUD boundaries has been platted. Architectural Character: The proposed site development plan includes building forms and materials that harmonize and respect neighboring buildings. Building materials exhibit a mix of materials including fiber cement panels and trim, lap siding, faux wood panels, metal awnings and railings and vinyl windows. Portions of the building roof form include flat roof parapets, combined with slopped portions of roof that create varied appearances in roof design. A rooftop deck area is also planned that will offer private outdoor space. Windows, awnings, façade projections and reveals alternate to provide architectural interest. The proposed building type along the Dartmouth Avenue frontage and closest to the single family residences along Galapago, not a part of this PUD, consists of buildings which exhibit less massing and respect the single family characteristic along the southern portion of Galapago. The buildings with more mass and more units are located along the western property line and along the northerly frontage of Galapago (north of Cornell Avenue) where the neighborhood becomes a more mixed use area. Building Height: The maximum building height in the PUD is approved at 75 feet. The tallest of the 12 buildings in the proposed Site Development Plan is 40 feet. Density: The approved density for this site is 45 dwelling units per acre. With 203 dwelling units proposed over 6.12 acres, the proposed density of this project is 33 dwelling units per acre, which complies with the PUD District Plan. Parking: The requirement for parking in the approved District Plan states: "Parking guidelines will be prepared based on future development use and will be submitted with a final site plan and will utilize Title 16 of the Englewood Unified Development Code, UDC, as a basis. Reduction of parking may be proposed for multi-unit dwellings." A June 2020 parking reduction study prepared for the site by Lantz Associates was submitted for review along with a Traffic Generation Analysis and Traffic Impact Study. The Reduction Study and Generation Analysis provided updates to the Traffic Impact Study of 2012 which was reviewed when the PUD District Plan was approved. According the Englewood's UDC, 345 parking spaces would be required for this proposed Site Development Plan. The Site Development Plan provides for 311 (92 garage spaces and 219 surface spaces), 9 of these are accessible spaces per Table 16-6-6.3 of the UDC. The difference represents a 10% reduction in the number of parking spaces. Additionally, there will be four loading zone spaces that will accommodate a 35-foot vehicle. Page 238 of 367 The Englewood Traffic Engineer has reviewed the plan and concurs with the two key elements: 1. The reduced parking ratio is appropriate, considering the proposed trail easement and the distance from the Englewood light rail station. 2. The project’s impact to the city transportation network would require minimal mitigation from the developer. Bicycle Parking: The UDC requires multi-family residential use bicycle parking at a rate of one bicycle space for every two dwelling units, which would require the project to provide 101.5 spaces. The proposed WH PUD Site Development Plan provides 102 bicycle parking spaces. Traffic: The plan proposes that the primary entry to the development be aligned with West Cornell Avenue with an additional access point from Galapago Street via an existing access point near Dartmouth Avenue. A third access point from Galapago will be located mid-block between Cornell and Bates Avenues. It is proposed that the alley west of Galapago be partially vacated and re-routed, adjacent to the outlying properties fronting Galapago. The portion of West Cornell Avenue right-of-way, west of South Galapago Street (connecting to the exiting alley) is proposed to be vacated. The property is presently used for industrial purposes. All streets in the area of the proposed development are local streets. Many of the streets to the east of the industrial site are signed to prohibit trucks form using the streets. Galapago, Fox, Bates and Elati Streets form the truck route in the area. As this area redevelops from its industrial character, the truck traffic will decrease. To the south of the site is Dartmouth Avenue, the major arterial street in the area that will convey most of the traffic to and from the site. The Trip Generation Analysis examined the impact of the proposed multi-family development at the northwest corner of Galapago and Dartmouth. Access to the development will be from four full access points along Galapago Street. The single family homes on Galapago near Dartmouth are to remain and are not a part of this development. The development is expected to generate 1,486 weekday trips, 93 AM peak hour trips and 114 PM peak hour trips. The analysis indicates that the development will have little or no impact and the roadways and the area can accommodate the additional traffic. This conclusion has been supported by the review and analysis of the Englewood Traffic Engineer. Landscaping: The PUD District Plan calls for a complete landscape plan to be submitted at the time of the Site Development Plan. The landscape plan can be found on pages 9, 10, and 11 of the plan set. The District Plan includes a minimum open space requirement equal to 25% of the site. The proposed plan contains 94,238 square feet of open space or 32.6% of the site. According to 16-6-7.E.4 Minimum Landscape Requirements: "landscaping standards shall meet all requirements of the Planned Unit Development." Irrigation for all required landscaping shall be by an automatic irrigation system. Lighting: Lighting specifications are located within the Site Development Plan set. All lighting should be installed as to not produce glare off site onto surrounding property. All light shall be directed and shielded in a downward fashion toward the ground. The applicant has submitted a photometric lighting plan and attention should be paid to lighting along the shared property lines with the single family residential home backyards as to not create undue glare and light pollution concerns for residents. Drainage: The Site Development Plan proposes two extended detention basins (one at each end) that will serve the water quality and detention storage. These basins will have Page 239 of 367 maintenance access but they will be primarily walled. A third pond will be located centrally on the site. All stormwater tributary to this pond will pass through a properly sized vortex separator prior to stormwater entering an underground storage facility. Underground storage will be via a proprietary system, appropriate to the location. The discharge of the detention facilities will be to existing storm lines in proximity to the ponds. The general historic drainage patterns on the site will be maintained. The Preliminary Drainage Report is approved and the Final Drainage Report will be required for the building permit process, which will incorporate final development details associated with the project. Utilities: The proposed Site Development Plan layout respects the existing sanitary sewer, waterline and dry utility easements. A new waterline loop will be constructed from Galapago Street through the site to connect to the existing waterline system. A sewer mainline will be extended north from the existing line on the site to provide service to each building. Utility easement finalization will occur on the minor subdivision plat but in conjunction with the approved Site Development Plan. Fire Department: The Site Development Plan for Fire Department access was approved on May 26, 2020 for the 26-foot lane width with three access points into the complex. All Fire Department emergency fire lanes meet the 26-foot requirement. Additionally, all fire lanes meet the 150-foot hose pull requirement as of May 26, 2020. The Site Development Plan is proposing a 26-foot wide drive lane from the north entrance, along the west property line and to the south entrance. New fire hydrants will be located along the road and along Galapago Street. All other drive lanes will be 24-feet wide and will not have fire hydrants located along the drive lane. City Department and Division Review: The WH PUD Site Development Plan and subsequent revisions were reviewed by the City’s Development Review Team (DRT) on February 27, May 27, July 21, and October 22, 2020. Issues identified by the DRT were addressed by the applicant and as of the October 22, 2020 DRT meeting all City departments have provided a favorable recommendation. Vacation of Right-of-Way(s): Right-of-Way vacations for a portion of West Cornell Avenue, South Huron Street, and a 16-foot public alley are an important part of the Site Development Plan proposal. Each separate request for right-of-way vacation requires a public hearing before City Council. These vacation requests will be addressed in the subsequent public hearings for minor subdivision cases SUB2021-004 and SUB2021-005. Please note that all right-of-ways requested for vacation are entirely located on the applicant's property. Page 6 of 32 of the Site Development Plan depicts the circulation plans for the development. Vacated right-of-way will be replaced with a transportation access and public utility easement. The Englewood Traffic Engineer and Utility Engineer have reviewed and discussed the proposed plans for vacation and utility preservation/expansion on the property with the applicant team to accommodate the proposed development plans. Favorable recommendations have been received. Public Works Design Waiver Request: The city, through the DRT process, requested that this project provide right-of-way improvements in front of the single family homes along the west side of South Galapago Street, which are not part of this project. The requested improvements include removal of the existing monolithic rollover curb, gutter and 3-foot+/- sidewalk and replacement with a 6-inch vertical curb, gutter and 6-foot sidewalk in accordance with current Page 240 of 367 city standards. The requirement includes matching grades from the new back of walk to the existing surface. In June of 2020, the applicant filed a design waiver to the Public Works Department for the improvement requirement as described based on several reasons: • The project will provide a public trail easement for the future construction of the Englewood Rail Trail; • Overall improvement of the site and utility expansions are proposed; and • The land proposed by the city to be improved includes right-of-way that has been modified by the respective landowners to include fences, retaining walls, driveway accesses and landscaping. The goal of the sidewalk improvement is to obtain a continuous, widened, north-south sidewalk across the property from Bates to Dartmouth, either along Galapago or along the railroad tracks (rail trail). The waiver request was denied. However, the applicant has proposed to improve the sidewalk in front of the properties along the west side of Galapago, which are not a part of this PUD development, and grant an easement to the City for the future construction of the rail trail along the western side of the property. City staff will work closely with the applicant on this portion of the project and provide additional outreach to the homeowners and residents along this portion of street frontage informing them that these improvements will be forthcoming. Staff has received several inquiries from residents about improvements to the sidewalk along Galapago in relationship to this project. Planning and Zoning Commission: On December 8, 2020, the Planning and Zoning Commission held a public hearing regarding this proposal and approved, by motion, to recommend the WH PUD Site Development Plan to City Council for approval with the following conditions: 1. Administrative Approval of a minor subdivision plat and filing with Arapahoe County. 2. Dedication of a 10-foot public trail easement for future construction of the Englewood rail trail and approval by City Council of a Memorandum of Understanding for future construction considerations. 3. Approval of right-of-way vacation requests for a portion of West Cornell Avenue, South Huron Street, and a 16-foot public alley. 4. Removal of the existing monolithic rollover curb, gutter and a 3-foot +/- sidewalk and replacement with a 6-inch vertical curb, gutter and 6-foot sidewalk in accordance with City standards. The requirement includes matching grades from the new back of walk to the existing surface along the entirety of the Galapago Street frontage, including across the properties located outside of the project that have frontage on Galapago. (a) Review of proposed sidewalks for conformance with City Code with regard to attached versus detached sidewalks on residential streets. 5. Acceptance and approval of the submitted traffic study; answering all outstanding questions of the traffic engineer. 6. Approval of drainage and water quality study. Sidewalk Analysis: At the Public Hearing for the proposed Winslow Crane apartment development in December 2020, members of the Planning and Zoning Commission requested Page 241 of 367 that staff review the proposed sidewalks on the development to ensure they are in compliance with city development standards. This direction was included in the Findings of Fact Condition #4(a) which stated: ‘Review of proposed sidewalks for conformance with City Code with regard to attached versus detached sidewalks on residential streets.” The WH PUD Site Development Plan proposed to install an attached sidewalk on the east side of the property and the applicant has agreed to continue the sidewalk improvements in front of the properties along the west side of Galapago which are not a part of the PUD property. If the applicant was required to install a detached sidewalk, that condition would place a strain on the ability to construct the proposed development without losing housing units, off-street parking, and the rail trail easement along the west side of the property, which would be essential for the future continuity of the Rail Trail project. While the current EMC requires all newly constructed sidewalks to be detached, there is language in Section 16-6-5. – Pedestrian and Bicycle Access and Connectivity, Subsection B. Applicability - whichstates: “this Section shall apply… to all new residential development containing four (4) or more dwelling units, except where development standards are modified though approval of a Planned Unit Development…” Prior to the submittal of the WH PUD Site Development Plan, the WH Planned Unit Development District Plan was reviewed and approved by City Council in early 2013. At that time, the general site plan included with the district plan did not include detached sidewalks as part of the overall design. The WH District Plan included the following General Note #7: “In the event of a conflict between the specific provisions of this PUD and Title 16, the specific provisions of the PUD shall control.” The Site Development Plan completed four Development Review Team (DRT) meetings: February 27, 2020, May 27, 2020, July 21, 2020, and on October 22, 2020. Detached sidewalks were not considered as a requirement by the DRT staff. Considering the language of the District Plan, the EMC provision that permits deviations from sidewalk standards through an approved PUD, and the development limitations which would adversely impact the overall project, staff recommends the construction of the proposed attached sidewalks for this project. Traffic Study: At the Planning and Zoning Commission Public Hearing held in December 2020, Commission members asked staff to ensure that all comments from the city's Traffic Engineer have been addressed in the Traffic Study, which was addressed in Finding of Fact number 5 which stated: 'Acceptance and approval of the submitted traffic study; answering all outstanding questions of the traffic engineer.' Staff received email confirmation from Maria D'Andrea, the Director of Public Works, on February 1, 2021 stating that the traffic study had been accepted and no further modifications would be required. FINANCIAL IMPLICATIONS: The $29 million WH Planned Unit Development project will provide financial benefits to the city including: • A one-time payment to the city of approximately $740,000 in Building Permit and Use Tax Fees. Page 242 of 367 • A one-time payment to the city of approximately $78,000 to the Park Fee-in-Lieu Fund. • Approximately $20,000 annually in increased property taxes to the city. CONNECTION TO STRATEGIC PLAN: The WH Planned Unit Development Site Development Plan would address the following Strategic Plan Outcomes: Neighborhoods The proposed WH Site Development Plan would complement the recently completed Iron Works Village Townhomes project as well as the Foundry Apartments. The WH Site Development Plan completes the redevelopment of what was formally vacant or underutilized industrial property. Together, the three new developments will create a cohesive neighborhood along the light rail corridor that includes diverse housing choices ranging from for-sale single family homes to leased multi-family apartments. The Site Development Plan proposes building forms and materials that harmonize with the neighboring buildings. The building type utilized along the Dartmouth Avenue frontage and closest to the single family residences along Galapago that are not part of this PUD, consist of the buildings which exhibit less massing and respect the single family characteristic along the southern portion of Galapago. Transportation The project would provide a 10-foot trail easement for the future Englewood Rail Trail along the entirety of the western property line of the site. As the Englewood Rail Trail develops, it will provide a multi-modal connection between the three new developments and the Englewood light rail station. CONCLUSION: Staff recommends approval of ZON2020-001 with the following conditions: 1. Administrative approval of a minor subdivision plat and filing with Arapahoe County. 2. Dedication of a 10-foot public trail easement for future construction of the Englewood Rail Trail and approval by City Council of a Memorandum of Understanding for future construction considerations. 3. Approval of the right-of-way vacation requests for a portion of W. Cornell Ave, S. Huron St., and a 16' public alley. 4. Removal and replacement of the existing sidewalk along Galapago St., including across properties located outside of the project which have frontage on Galapago. ATTACHMENTS: Council Bill #08 Applicant Response to Council Ordinance No. 4 Series of 2012/2013 WH PUD - Site Development Plan Right-of-Way Vacation: a portion of W. Cornell Avenue and a 16' Public Alley Right-of-Way Vacation: a portion of S. Huron Street Rail Trail Easement Graphic and Memorandum of Understanding DRAFT from January 2021 Lantz Associates Parking Reduction Study August 2020 Lantz Associates Trip Generation Analysis April 2020 Baseline Engineering Traffic Impact Study August 2012 Page 243 of 367 Site Development Plan Design Waiver Request June 2020 Material Board Neighborhood Meeting overview December 8, 2020 Planning and Zoning Commission Minutes December 8, 2020 Planning and Zoning Commission Findings of Facts Staff PowerPoint Presentation Applicant PowerPoint Presentation Page 244 of 367 1 BY AUTHORITY ORDINANCE NO. ____ COUNCIL BILL NO. 08 SERIES OF 2021 INTRODUCED BY COUNCIL MEMBER _______________ A BILL FOR AN ORDINANCE APPROVING THE SITE PLAN OF THE W H PLANNED UNIT DEVELOPMENT (PUD) LOCATED AT 3001 SOUTH GALAPAGO STREET IN THE CITY OF ENGLEWOOD, COLORADO. WHEREAS, the City Council of the City of Englewood approved the W H Planned Unit Development (PUD) District Plan by the passage of Ordinance No. 4, Series 2012/2013; WHEREAS, the W H Planned Unit Development (PUD) District approval required that before any residential development was to take place, a site plan for the residential development would need approval from Englewood P lanning and Zoning Commission and the Englewood City Council; WHEREAS, the W H parcel is a 6.12-acre site formerly occupied by Winslow Construction since 1954, and was zoned Industrial and R-2 since the first zoning was put in place in 1940; WHEREAS, the W H PUD District Plan changed the zoning from I-1 and R-2-B to PUD which permits low, medium, and high-density multi-family dwellings as approved uses; WHEREAS, the W H PUD District Plan further stipulated that all allowed industrial uses shall cease when a Certificate of Occupancy is issued for any residential use, and that any residential development must have the site plan reviewed and approved by the Englewood Planning and Zoning Commission and City Council; WHEREAS, the W H Investments submitted an application for the W H Site Plan of the W H PUD for the development of a 6.12-acre site located at 3001 South Galapago Street for the development of a multi-family residential development consisting of 203 units; WHEREAS, the Englewood Planning and Zoning Commission held a Public Hearing on December 8, 2020; and WHEREAS, the Planning and Zoning Commission recommended approval of the W H Site Plan of the W H PUD for the development of a 6.12-acre parcel located at 3001 South Galapago consisting of 203 units for multi-family residential development; Page 245 of 367 2 WHEREAS, the Englewood City Council held a public hearing on February 16, 2021 regarding the W H Site Plan of the W H PUD for the development of a 6.12 acre parcel located at 3001 South Galapago consisting of 203 units for multi -family residential development. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ENGLEWOOD, COLORADO, AS FOLLOWS: Section 1. The W H Site Plan of the W H Planned Unit Development (PUD) located at 3001 South Galapago in the City of Englewood, Colorado, attached hereto as Exhibit A, is hereby approved. Introduced, read in full, and passed on first reading on the 1st day of March, 2021. Published by Title as a Bill for an Ordinance in the City’s official newspaper on the 4th day of March, 2021. Published as a Bill for an Ordinance on the City’s official website beginning on the 3rd day of March, 2021 for thirty (30) days. Linda Olson, Mayor ATTEST: _________________________________ Stephanie Carlile, City Clerk I, Stephanie Carlile, City Clerk of the City of Englewood, Colorado, hereby certify that the above and foregoing is a true copy of a Bill for an Ordinance, introduced, read in full, and passed on first reading on the 1st day of March, 2021. Stephanie Carlile Page 246 of 367 Dartmouth MFP,LLC 3002 South Huron Street Englewood,CO 80110 Mr.Wade Burkholder,Planning Manager 1000 Englewood Parkway Englewood,CO 80110 RE:Applicant Response to City Council Questions/Requests from City CouncilHearing on February 16,2021 (ZON2020-001,SUB2021-004,and SUB2021-005) Members of the Englewood City Council, When the City approached the Winslow family in 2010 the objective was to establish an overlay zoning that allowed for the future redevelopment of the Vlflnslowand General Iron properties.At that time our shared vision was to establish a master plan that created a diverse mix of housing opportunities for North Englewood,including,for sale,for rent and affordable housing options.The goal was to attract and retain Englewood residents by creating housing options that met the demand of an evolving citizenry.Hence each phase of the master plan targeted a speci?c demographic,while acknowledging the challenges and physical limitations of the two properties.We believe that the completed phase(s) of the master plan have accomplished our original goal by bringing to market 136 for sale residences and 70 deed restricted affordable units.The ?nal phase of our plan anticipates an exceptional value and reasonably priced rental product,which targets the "missing middle”population.Throughout the design process the City's staff and experts have worked collaboratively with our team to meet the needs and expectations of the greater community and have collectively approved each phase,including the Winslow Crane Apartments.We’re proud of this project and I hope you willfind our responses to the Council questions acceptable. Affordability The Winslow Crane development team is focused on delivering a residential housing solution to provide for the unmet need within the Englewood community.As part of the master plan the area would provide for-rent and for-sale housing alternatives at pricing options considered both attainable and affordable with government-subsidized units.The Winslow Crane Apartments will provide a mix of affordable units ranging from studios to 2 bedroom units with projected monthly rent ranging from approximately $1,000 per month to over $2,000 per month. The proposed for-rent residential project willcater to residents in what has become an increasingly large “missing middle”—those residents that earn income beyond thresholds for subsidized housing, but insufficient income to comfortably afford homeownership or luxury rentals.A few notes regarding the need and attainability for this housing type: -The City approached Vwnslow ownership in 2010 with the desire to increase housing options within the City,which this project supports; -Across the Vwnslow and General Iron rentable properties,over 25%of the available units are subsidized deed-restricted affordable units; Page 247 of 367 -Based on a January 2021 homeownership analysis in the Denver market,the average cost to rent an apartment at the Winslow Crane project was 14%less expensive than home ownership (monthly costs including mortgage,taxes,insurance); -The “missing middle”housing gap is exacerbated by the down-payment requirements often exceeding $100k for an average home in the Denver metro area;and -The proposed three-story project provides a lower-cost alternative to new,larger mid-rise or high-rise apartment options recently developed in the Denver metro area. We strongly believe this project: -Supports a diverse housing stock in Englewood; -Provides rental opportunities for those who cannot afford or do not desire homeownership;and -Compliments the additional housing availability previously developed throughout the Winslow and General Iron properties. Sidewalk I TOD Rail Trail Please refer to Exhibit B for the previously provided memo outlining the design challenges and analysis of the TOD Trail and detached sidewalk. -The property cannot support both a TOD Trail and a detached sidewalk due to the design codes and the geometry of the site.The current design is supported by City Staff and Public Works. -The challenges of the site have been well known for many years and the PUD anticipated these challenges as noted in Exhibit B,attached.In addition,the PUD states in the General Notes,‘‘INTHE EVENT OF A CONFLICT BETWEENTHE SPECIFIC PROVISIONS OF THIS PUD AND TITLE 16 THE SPECIFIC PROVISIONS OF THIS PUD SHALL CONTROL.” -If compelled to provide for both the TOD Trail and detached sidewalk the project is unfeasible due to loss of units,parking,landscaping,and/or drive lanes. -lf compelled to provide for both,the site willremain heavy industrial and the ?nal residential opportunity will be lost for a generation. -Ifthe TOD Trail is eliminated and the design is pushed to the west,design challenges remain with underground infrastructure. -The current design allows for both a TOD Trail and a newly constructed 6-foot wide attached sidewalk,which creates two currently unavailable,safe circulation options for pedestrians. -We strongly believe this not only makes sense for the project,but the entire community. Additionally,the current plan satisfies other important City objectives and is noted in the following documents: o The Englewood Walk and Wheel Master Plan: Key bicycle recommendations:..RaiI trail along the LRT line between Oxford Ave,City Center LRT station,and Bates Ave to provide a low stress travel environment between major destinations in Englewood.This includes overpasses of Oxford Ave,US 285,and Dartmouth Ave.” o Englewood Light Rail Corridor Pan,Mobility Emphasis: 1.Rail Trail Bridge Congestions Bene?ts: “A multi-purpose rail trail featuring arterial road overpass bridge crossings will provide safe pedestrian and bicycle crossings,as well as improved vehicle mobility on roadways below.The separated bridge crossings willresult in a Page 248 of 367 reduction in the volume and frequency of at-grade pedestrian crossings at existing arterial intersection crosswalks,thereby providing more available green through time for automobile traffic on Hampden,Oxford and Dartmouth Avenues.” 2.Rail Trail Implementation: “Arecreation and station access loop primarily withinthe existing BNSF right of way adjacent to the RTD trackway.The location of the trail route would begin,on the north,at the General Iron Works site adjacent to Amherst Avenue and Elati Street intersection.It would then continue south along the existing LRT corridor and terminate at the Big Dry Creek Trail near Littleton.The trail would be completely separated from con?icts with automobile traffic through the construction of bridges over existing arterial roadways.Existing linkages to the South Platte Trail would be enhanced at Dartmouth and Layton Avenues.The mu/ti-use trail would accommodate both pedestrians and bicyclists exclusively. Excluding maintenance and emergency vehicles,no motorized vehicles would be permitted.The City willbe required to negotiate rail trail easements or rights-of- way acquisitions along the rail corridor and dedications or easements within future development proposals.” Infrastructure Improvements The Vl?nslowCrane Apartments will provide and/or construct the following infrastructure improvements which will be dedicated to the City of Englewood for the bene?t of the City: Replacement of the City owned four-inch water main with over two thousand feet of new eight inch water main including three connections to the existing Galapago Street mainline. Installation of over 1,000 feet of new sanitary sewer mainline.In addition,the new sanitary sewer main redirects all site ?ow to the 24-inch line on site.This was done to eliminate all flow from the site that was tributary to the alley sanitary mainline,which is tributary to an overburdened system to the east (east mainline).As such the east mainline will see a slight drop in ?ow with this development. Pave the existing gravel alley that is behind the single family home sites on the west side of Galapago Street. A widened public sidewalk and tree lawn separating the sidewalk along Galapago Street from residential buildings. Provide the land (approx.1/3 of an acre)for the rail trail corridor,plus an additional easement for maintenance and access,in addition to payment of a cash in lieu fee for City Parks. Although not dedicated to the City,the Winslow Crane Apartment will also provide water quality treatment and detention storage.This is currently non-existent on the 6.1-acre site.The addition of detention and release in accordance with City standard will reduce the flow rate leaving the site into the City system by over 70%.This will signi?cantly improve the capacity of the existing City system downstream of the project site.This storm infrastructure will be owned and maintained by the landowner. ProiectFinancial Benefits for City The Winslow Crane Apartments will provide numerous ?nancial bene?ts to the City as outlined below: Page 249 of 367 -The redevelopment of the site will generate an increase in property tax revenue for the City, county and school district of approx.$270,000 per year,which is approximately a 1,000% increase. -Collectively the project will pay the City over $1.5 million in development fees and use taxes. -The project will employ over 300 workers over the year and a half of construction,bringing new quality paying jobs to the City. -Private developer Will be paying for all required,planned,and designed infrastructure improvements. For all the aforementioned reasons,we believe we have created a fantastic product that will be an asset to the City and a lasting landmark to Nolth Englewood for many years.Together with the City staff and experts we have collectively created a project that ful?lls the needs of an Englewood demographic that is sorely underrepresented in the marketplace.We hope that you agree and will strongly consider approving the Winslow Crane Apartments. Thank you so much, /W /\ |ow Dartmouth MFP,LLC Manager EXHIBITS Exhibit A —Project Implications of Detached Sidewalk Exhibit B —Detached Sidewalk Memo Page 250 of 367 EXHIBIT A —Project Implications of Detached Sidewalk Add Detached Sidewalk,Remove Add Detached Sidewalk,Reduce Add Detached Sidewalk,Reduce As Designed Rail Trail Access Drive Parking Sidewalk Attached Detached Detached Detached Rail Trail Yes No Yes Yes Adequate Fire Yes Yes No Yes Access and Easement Width Necessary Parking Yes Yes No Page 251 of 367 EXHIBITB —Detached Sidewalk Memo Dartmouth MFP,LLC 3002 South Huron Street Englewood,CO 80110 Mr.Wade Burkholder Planning Manager 1000 Englewood Parkway Englewood,CO 80110 RE:Investigative Study into Detached Sidewalks adjacent to the proposed Vl?nslowCrane apartment project Mr.Burkholder, In response to the request by the City of Englewood Planning Commission for the VlnnslowCrane Apartments project to study the construction of a detached sidewalk along the west edge of Galapago Street,this letter outlines the constraints and potential impacts of that request. After a thorough review of the request,we have determined that not only is this condition not feasible from an engineering and design perspective,but it also diminishes the aesthetic of the project,future pedestrian experience along Galapago Street and the ability to provide multiple pedestrian pathways to Dartmouth.In our view,this is the best-case scenario.The worst-case scenario is that further pursuit of this condition has the potential to terminate an already strained project,which ultimately negatively impacts the Community by eliminating the potential redevelopment and leaving the site in its current industrial condition. The overarching problem lies in the site geometry and existing City right of way.The site narrows considerably to the north of Cornell Avenue and is constrained by utility easements,mandatory design requirements (both City and market driven),such as building massing,internal roadway widths, underground storm water detention,and sufficient parking requirements.Unfortunately,this is exacerbated by the proposed dedication of a ten-foot easement along the entirety of the western property line for a future transit-oriented pedestrian and bike rail trail (“TOD Trail”).While we support the construction of a future TOD trail and believe it will be a wonderful asset to the Community and City, it certainly added to the complexity of the site design. Further,we believe the PUD allows for the current design of an attached sidewalk and this was validated with Staff during our many discussions for the project and site design during each of our four DRT meetings and processes with the City.It is our belief that Staff understood the site challenges and were fully within their purview to approve the current design given the PUD language.The PUD states, “DIS TRICT PLAN:The terms,conditions.The adopted PUD District Plan and Documents may be changed and/or amended in whole or in part as follows:Minor modifications to the PUD District Plan:The City Manager or his/her designee may approve minor modi?cations in the location,sizing,and height of structures or facilities if required by engineering or other Page 252 of 367 circumstances not foreseen at the time the PUD District Plan was approved.”In addition the PUD also states,“SITE PLAN:Minor modi?cations to the PUD Site Plan:the City,through the Development Review Team,may authorize deviations from the PUD Site Plan when such deviations appear necessary in light of technical or engineering considerations.”The PUD Site Plan as previously approved by the City of Englewood on 5/9/2013 included an attached sidewalk.The Site Plans presented as part of four rounds of Design Review Team submittals all included attached sidewalks along Galapago. Below is a summary of the site constraints: EXISTING CITY RIGHT OF WAY: 1.North of Cornell Avenue the right of way behind the existing flowline,on the west side of the Galapago Street,is limited and approximately 6.5 feet.South of Cornell Street,the right of way on the west side of Galapago widens to approximately 12.4 feet behind the flowline, 2.The current plans show a 5.5-foot sidewalk with a 0.5-foot curb head.This was developed in concert with City of Englewood Staff early in the DRT process due to the limited right of way available for this project north of Cornell Avenue.The current design allows for a six-inch buffer behind the sidewalk to remain in the public right of way.This could be made into a monolithic sidewalk/curb and gutter to create a full 6-foot walk,or the walk can be constructed up to the property line. If as the Planning and Zoning Commission has requested the sidewalk needs to be detached from the existing curb head 6-feet,and a 6-foot sidewalk constructed,the following issues and problems will be created. NORTH OF CORNELL STREET: Following the City standards,the back of walk shall be 12-feet from the existing back of curb and on the project property.The closest point on the proposed buildings to the back of curb is 11.5 feet.As such the buildings in their current configuration and back of walk would be in conflict.In addition,the sidewalk abutting the building would preclude functional entrances with the required stairs and ramps that provide accessible entrances to the building at the sidewalk.Solutions:In order to resolve these issues one of the following would be required: 1)MOVE PROPOSED BUILDINGS 4,5 AND 6 APPROXIMATELY 5 to 6 FEET TO THE WEST.This would allow for the proper elevation above the street flowline to the building entrances and allow for access to the walk.However,moving the buildings to the west would: REDUCE THE INTERNALDRIVELANES BY 5 to 6 FEET.This does not comply with the ?re department requirements,utilityeasements or zoning for required drive lane widths (they are at the minimum width now of 24 feet and 26 feet depending on location.)Wehave had previous discussions with ?re about reducing drive lanes and this request was denied. OR ELIMINATEPARKING.The shift of Building 5 and 6 would eliminate approximately 34 parking spaces and 1 loading zone as the spaces are removed to make room for the newly located buildings.Not only would this create parking Page 253 of 367 issues,as the shape of the site narrows north of Cornell Avenue it disproportionately removes parking from the north side of the site.This creates a project parking issue and likely would push resident parking into Galapago Street and Bates Avenue, which we assume existing residents would not appreciate. OR ELIMINATETHE TOD RAILTRAIL.This would allow the entire north half of the project to move 5-6 feet to the west.This willrequire a complete site redesign including,revising grading,utility alignments,storm water design,easement alignments,and possible building footprint changes as well as a significant schedule delay.This also eliminates the neighborhood pedestrian/biker of any secondary option travel path around our project and to the eventual redevelopment of Englewood City Center.Even with the elimination of the TOD trail the ?nal condition will be a sidewalk immediately adjacent to the proposed building and a substantially less pleasurable pedestrian experience than the full width TOD trail and a newly created sidewalk appropriately separated from the building.Additionally,a sidewalk adjacent to the building creates the potential for resident and pedestrian conflicts. 2)ELIMINATEPROPOSED BUILDINGS4 5 AND OR 6.This solution is not an option as it creates a nonviable project. 3)REDUCE THE GALAPAGO STREET ROAD WIDTH BY 5 to 6 FEET.This option pushes the roadway ?owline to the east and,in our opinion,creates a non-viable section of public street roadway,or would necessitate the removal of on-street parking along the west side of Galapago Street.The existing roadway is approximately 34 feet from flowline to ?owline.We believe that a 6 reduction in the roadway width is unacceptable to the Community and City staff and that a reduction in the number of on-street parking spaces would be unacceptable to the neighborhood residents. SOUTH OF CORNELL STREET: The City of Englewood has required the project to extend the newly constructed sidewalk in front of the single-family detached homes on the west side of Galapago Street,which we do not own.These homeowners have landscaped and othenrvise enhanced their front yards up to the attached existing sidewalk.Much of this improvement is in the right of way and includes driveways,extensive landscaping,fencing retaining walls,and other improvements to their property.Constructing the detached walk would eliminate all of these improvements,replacing them with a sidewalk and traditional tree lawn in addition to a TBD design element to accommodate the change in grade from the home to the sidewalk.In some cases,the sidewalk would be within mere feet of existing front doors. Again,this creates an environment and experience that we believe is not acceptable to the homeowner and future pedestrian.Further,it detracts from the neighborhood aesthetic and creates the potential for resident and pedestrian conflicts. URBAN DESIGN CONSIDERATION: 1.We believe the separation of the attached sidewalk from the building as currently proposed with a landscape buffer between the sidewalk and the buildings is already a signi?cant improvement to the pedestrian experience for the frontage along Galapago Street.Further,at the east side of the street,the existing businesses are right on the sidewalk with no potential for a tree lawn of any sort,creating a visual imbalance to the roadway. Page 254 of 367 2.The TOD Trail offers an alternate path for both pedestrians and cyclists with a future overpass above Dartmouth Avenue,providing unobstructed views to the western horizon. 3.The attached sidewalk as currently proposed is buffered from vehicular traffic by the permitted on—street parking and residential neighborhood setting For all the noted conditions,we strongly believe that the current plan provides the greatest community bene?t by optimizing pedestrian circulation with both a TOD Trail as well as an improved,tree lined, sidewalk,providing a comfortable urban pedestrian experience,while minimizing the disruption to existing property owners.The current plan is also in compliance with the approved PUD which allows for minor modifications to the City's code based on engineering or technical considerations,both of which are influences on the Site Plan.it forced to pursue the detached sidewalk condition,without the elimination of the TOD Trail,the project becomes non-viable.While we do not believe that this was the intent of the Planning Commission comment(s),it is unfortunately the reality given the site constraints and building regulations.Acknowledging the City's strong desire for a future pedestrian bridge connection,and the overarching responsibility to be mindful of the safety and welfare of the community and future residents utilizing these improvements,we are convinced and have no doubt that the current design is the best and most appropriate for the Community. Thank you for your consideration. /\ Skgcerely, low \_/L/\Z L; Dartmouth MFP,LLC Manager Page 255 of 367 .HbI BY Al:I'HnIu'n' ORDINANCE NU‘12 COUNCIL BILL NO.as SHUES 01-‘1012/20:,INTRODUCED BY COUNCIL MEMBERWOODWARD AN ORDINANCE APPROVING nu:W H PLANNED UNIT DEVELOPMENT IPUD) LOCATEDA1 .1001SOUTHGALAPAGOSTREET INTHE CITYor ENGLEWOOD. COLORADO. WHEREAS,muprop:-nyli a 6.12 acresitt omlpird by wnuslaw cousmminn Company shut I95-1,xnd hu [man mned [-1 and 11-,m1 WHEREAS.w H lnveslmems xubminai an apphcuion farm:proposed Plannedunn Dcvzlapmelu In wablixh speu?:mmng and me pllnnmg r:n|I:ruI rm»dtrvclupmu-nlfor n nnnm unn Devalnpmml (PUD):and wmzmzas,WH PUD would nllnw sang:may Msidznuilma nmchnd mwn hm-nuan this silc as well as oonunumg uldu?nal uses;and wmuuzas.mePlnnnmg Ind Z4-Iningcm-nmusmnh:|d .Puhlu:Hunng m1N?VClIIbE|‘20. 2012.and WHEREAS.lhc Planmngand Znnmg Ccmmmxunmcc/mmcndndn deuinxof|I:I.'awhr.z(IDn In 1:10“:ampmpeny knmvn as 3001 South Galnpago Sueex :1 n1‘[mm LI and R443 In aPlrmn:d unnDtvtzlnpmml. Now.THEREFORE.BE IT ORDAINED BY THE CITY COUNCH.OF THE CITY or ENGLEWOOD.COLOR/mo,AS rounws: Sucu n I.Tn:w H Plan-mi Unit Drvelwprnzm(PUD)Iucnad ax sum sum:Gnlnpagn sum :1 :1 In umCuy uf Englewood.Cc-Iamio,attachedharm as ExlubhA,Is hc1:\>y approved‘ Soauvnz,The apvhcam,w H Flanmxl unuDcvclopmzm (rum wxsllcsIo tmaud II: npplicatian |u limit mg uss alluwad in LhisPUD I0 I11:following. um Allnwrd by mePUD Disu-IcIPlan gen enlxal Use: Gmup living many.largdxpncinl cm-p Iwmg facility.nmnu OM and MulIi~UmlDwu1Iin-.15ulluwedIII In:nu-3 me Dmriv. Lwuwnm dW=lhng mw,Medmm and H|g|:Deusxty Mum-umldwellings Mum-Fnnuly R=InIedAnmllary U55 suchas Lnsing DI'T:e,Prime Ruxuxiun Facilinas,cl: Page 256 of 367 uluum n hch Alhlnlic ?eld Cmnmnmny gnrduu ubmry Muxcum l‘.\r|<and om Spats Religious m¢uIn|iDm mmnmmmum.L'L'>wurv nws semi; l'vIa.x-nmxunIc.1\iwn1-’;my macc’/mp.”m7,“/-¢m....,.,....,.,m1..z,..."M./I-r»/¢.,,z,/r m mu.-:1guldzhnzs und.wnn-iurtlu,m mclud:nllunlmivc |nwa'sLrucmr:.Amcnnn umamwmxnlcmm.uwlanwl .~.m:|axnlmm.whmantenna)mud‘hvwcxslruuuu: Transit Ccnlvr Gruanhmvsn/nuusary.rl sing (xfplanu,?nwcm,m mu-<ery sunk Asscml?y mum‘nmlnlmmm.hall rental |'0r mrnlm Mlznhcrshuwnrg,:u1Imuun Inrlonr F.n|emImmenI/Amuszmenl An\useIncul oslxhlishrnL:nlu.~u (‘«n\dvImu::>Us: Phys.’u nmmcznlzr/sun 1mm and pcrfnnnnnxidtnncu?venue.mvl Imzlmlmp,mumnznlmwnmmcxll (ieucml uuldunr rbcnznnnn..5 a Cnndulnnnlus: cum uasl mug rm‘\?y Fmzlnuulim|i|u|mn,wixhurimmugnu scrvnze Fmancmlmsu||mm\.wu1xmIxd\'ivM.lu‘nug1Ixcrvmc Food and ummgc Survic:,h1:;]uding Hrcwpulz C alarm Mlcmhrzwery Rusllurlnl.bu.lzvum wnh or wullmuluuldom npA:ra|inns Restaurant,wuh anmmugb scrvwa Tm um and dclivrry only Mnducnland Suuenxi?n: m‘c Huspikul Lnbommry(mun.medial m npmcal) ()f?L:c,ly|1c I (gc:um:\) emu.type 2 (lim?ud) Dry r.lmnur,d.n7p<II1sIlr.mxly lrxxuucliannlsun/mt Pelsunal Car:Szrvice.lllcluding phmayaphysmdiu and pllmn lab,uphnlstcry,printer. lonksrruth.mm Repair shup (um i|u:lIul.ing nula) Reml Salas and Se-rviue(Sal:s),1nclua|lng: Anuquz star: An gallcry Page 257 of 367 Buy-bunk.Jazond-Ilan?.lIlriiLCarlslgtll?ml mm,mg: la.-y-luck.uwna-ll.-mu.l.hxx‘Ii,cul1.1lyJ|rlanIsl0lc5.Small Ccnvnliznc:sum omvcry/sn=cz.lly ml um lnlernal 5:15 lncatinn Llqumlme Ruuxl slles,genenl lzlglchxxldlse ‘rml:or busulgss sclluol Rzdin/mlevlsillnhmndczsllngslluim.recmdmy?lm .-mam Aulunlmlw eewwe slntiun lgllsoliue flwilily) cu wash.zluln detailing Padang Ilclllty.slnlclur:topmble vcluclcs),pnnclp?l m Parking area.surface (mull:lmhicles).principal us: Hale] Hotel,Exlznded Sm)’ lgllllwglgm llrmlmle Sales uld disu-lhulion lnduslnnl Sarvlce,li?“ Mlmlfaclunng (Inaludmg pmcnnllg,Eib?cllllin or us:-l-lblyl,llghl Manufnclunng (hlclllding pmctsslng.Tsbrimlmnor nssnvlbly).llmy Mm-mg and slang: Onldmr slorage Slorage yard for vchitlzs,eql-lpmml,malarial,and/Ln’supplics,including Cnnlraclur nfrlu and yud Warchuusing and/ur slongc,includingmim-slomgc rummzlclal slmge,?llcll Ind lrpnlr nflvpcrnhle V:hI¢:|cs and :quI'pm:nI All Cnmmzmlllland lndluuinl Um shall hw:a maximumlleiglll of one-llundlad feel U00’) And livemy and council llmtvy ncoepls Lhixmm-llllllall h:llx PUD Dilllntl Plan.The nllawad uses an hereby xncludadan Eh:PUD lmu-lcl Plan. _S_:c:|.ian3.The appllunnl,w ll Plnnnad UniID=vclopmr.n1(PUD)\II|:'11s m amend its appllcalion (D pmvldc umall allowed xndualrislum (um!nu|public/insllulliumland wmmmial use!)shall mas:and shall not ‘I:yalldfnlhared um mnsldcrad legpl,nun-wnf?mling um um ule lslualme on Czni?calc of Occupancy for ally rzsidmlhl m communal use willun marun‘ wh:|h=r or mu m:pmpmy conminzd within mg pun bnundzrlnshas hm.planed.And LII:City Cuu-lcllhereby actcpls lhls umranamenlH7lb:PUD DislriolPlan Trlisresll-lcuun ls llrreby lncllldadon [he PUD Disuicl Plan. Securm 4 nmlopmelu on my pnrllon of wepub for any lesldmtlal us:(and um publi nsl lltiunal,cumnwmilcl,or uldlmrial usas)shill be subject m sll:plan rtview by m: lvllmlllngand Znning Commlsslanand rcl/new and approval by clry Cuuwml lltmy sile plan ls m.lhlI\i(|=d fcrpublic/imllluLionn1,ccl:lmenvinlLlrindustrialms 'wlll hr pm.-m-ell rldminlstrnllvcly.5 Allowedby anUnl?od Dnvcloymenlcm '3 mq.mm»nl L9 lmay imlndlqi in 1112run Damn Pm Page 258 of 367 Iiilimliiued and considered on the 17"‘day of December,2012 and continued until the 22""day 0|‘.Ir'muzii'y,2013. Reiiilmduced,rend in full,and passed on first reading on the 22nd day o?anuary,2013. Puhlislied by Title as a Bill rurzm Ordinance in the Cily‘s of?cial newspaper on the 25"‘dziy mi‘ Liinixiry,2013. Ptiblished as a Bill for an Oi*din:mee ml the Cilyis i>lliei£1l website beginning on the 23'“1ir.yof .l.'1iiuui'y,2013 fort}iii1y(30)days. A Public Ileziring was held on the 4'“day of February,2013. Reiitl un siicnild i'uu(iiiigand amended on February 19'“,2013 |’uhlished us nineiided by title in the Ciiy’s official newspaper on the 22nd day oI'Febmaiy, 2013. Published as amended on second reading by title on the City‘s official website beginning on the 301"day oi'l~'ebi*uary,20 l3 for thirty (30)days Read hy title and passed as amended on ?nal reading on the 4"‘day oi'March,2013. i Published by title as amended in the City's official newspaper as Ordinance No._:Z_,Series of 2013,on the 8th day 0fM2ireli,2013. Published by title as amended on the RangP.Penn,Mayor AT'X‘F§7'/J C//LoucéshiaA.Ellis,City Clerk 1,Loucrishia A.Ellis,City Clerk of the City of Englewood,Colorado,hereby certify that the above and foregoing is a true copy of e amended Ordinance passed on final reading and published by title as Ordinance No.,Series of 2013. /--LoucrishiaA.Ellis Page 259 of 367 PROJECT SITE W BATES AVE W DARTMOUTH AVE S BROADWAY STREETS SANTA FE DRWH PLANNED UNIT DEVELOPMENT LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO PUD SITE DEVELOPMENT PLAN VICINITY MAP SCALE 1" = 1000' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS S00°02'12"W ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 34 BETWEEN THE FOUND MONUMENTS AS SHOWN HEREON. THIS BEARING IS AS PER THE LEGAL DESCRIPTIONS OF THE SUBJECT PROPERTY PARCELS.File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\1 - COVER SHEET.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 12:44 PMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANCOVER SHEETDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20201 N of1 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: LEGAL DESCRIPTION: PARCEL 2A (SURVEYOR'S DESIGNATION): LOTS 1 TO 24, INCLUSIVE, AND THE RESERVED STRIP LYING SOUTH OF LOT 19, AND LOTS 46 THROUGH 49, INCLUSIVE, BLOCK 1, TAYLORS ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, TOGETHER WITH THAT PORTION OF VACATED HURON STREET LYING NORTH OF THE NORTH LINE OF DARTMOUTH AVENUE AND SOUTH THE NORTH LINE AND NORTH LINE EXTENDED OF CORNELL STREET AND ALL OF THAT PORTION OF VACATED CORNELL STREET LYING WEST OF THE WEST LINE OF THE ALLEY IN SAID BLOCK 1, AS VACATED BY ORDINANCE NO. 14, SERIES OF 1971, RECORDED MAY 25, 1971 IN BOOK 1928 AT PAGE 396, EXCEPTING FROM SAID LOTS 20, 21, 22, 23, 24 AND VACATED HURON STREET THAT PARCEL OF LAND CONVEYED TO THE STATE DEPARTMENT OF HIGHWAYS BY THE DEED RECORDED MAY 10, 1991 IN BOOK 6153 AT PAGE 567; AND EXCEPT THAT PORTION OF VACATED HURON STREET CONVEYED TO REGIONAL TRANSPORTATION DISTRICT BY THE DEED RECORDED JANUARY 26, 2004 UNDER RECEPTION NO. B4016217; PARCEL 2B (SURVEYOR'S DESIGNATION): TOGETHER WITH A PARCEL OF LAND LOCATED IN THE SE 1/4 OF NE 1/4 OF SECTION 33, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH P.M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: COMMENCING AT THE SOUTHEAST CORNER OF SAID SE 1/4 OF NE 1/4; THENCE NORTH ALONG THE EAST LINE OF SAID SE 1/4 OF NE 1/4, A DISTANCE OF 540.0 FEET, MORE OR LESS, TO A POINT 50.0 FEET SOUTHEASTERLY, AT RIGHT ANGLES FROM THE CENTER LINE OF THE MAIN TRACK OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY; THENCE SOUTHWESTERLY PARALLEL WITH AND 50.0 FEET SOUTHEASTERLY AT RIGHT ANGLES FROM THE CENTER LINE OF THE MAIN TRACK OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY COMPANY, A DISTANCE OF 573.0 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF SAID SE 1/4 OF NE 1/4; THENCE EAST ALONG THE SOUTH LINE OF SAID SE 1/4 OF NE 1/4, A DISTANCE OF 180.0 FEET, MORE OR LESS, TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THE EAST 30 FEET AND THE SOUTH 30 FEET FOR HIGHWAYS PURPOSES, AND EXCEPT THAT PORTION CONVEYED TO THE STATE DEPARTMENT OF HIGHWAYS BY THE DEED RECORDED MAY 10, 1991 IN BOOK 6153 AT PAGE 567; PARCEL 2C (SURVEYOR'S DESIGNATION): TOGETHER WITH A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SW 1/4 OF NW 1/4 OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, ARAPAHOE COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: COMMENCING AT A POINT ON THE SOUTH LINE OF SAID NW 1/4 OF SW 1/4 OF NW 1/4 WHICH IS 200.0 FEET EAST OF THE SOUTHWEST CORNER OF SAID NW 1/4 OF SW 1/4 OF NW 1/4; THENCE NORTH, PARALLEL WITH THE WEST LINE OF SAID NW 1/4 OF SW 1/4 OF NW 1/4, A DISTANCE OF 540.0 FEET MORE OR LESS TO A POINT 50.0 FEET SOUTHEASTERLY, AT RIGHT ANGLES FROM, THE CENTER LINE OF THE MAIN TRACK OF THE ATCHISON TOPEKA AND SANTA FE RAILWAY COMPANY. THENCE SOUTHWESTERLY ON A CURVE TO THE RIGHT, PARALLEL WITH AND 50.0 FEET SOUTHEASTERLY AT RIGHT ANGLES FROM, THE CENTER LINE OF THE MAIN TRACK OF THE ATCHISON TOPEKA AND SANTA FE RAILWAY COMPANY, A DISTANCE OF 563.0 FEET MORE OR LESS TO A POINT ON THE SOUTH LINE OF SAID NW 1/4 OF SW 1/4 OF NW 1/4; THENCE EAST, ALONG THE SOUTH LINE OF SAID NW 1/4 OF SW 1/4 OF NW 1/4, A DISTANCE OF 162.0 FEET, MORE OR LESS, TO THE POINT OF BEGINNING AND EXCEPTING THEREFROM THE SOUTH 30.0 FEET FOR HIGHWAY PURPOSES; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF ENGLEWOOD BY THE DEED RECORDED JUNE 19, 1989 IN BOOK 5712 AT PAGE 490. COUNTY OF ARAPAHOE, STATE OF COLORADO. PARCEL 3A (SURVEYOR'S DESIGNATION): A PARCEL OF LAND LYING IN THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF ARAPAHOE, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 34 AS BEARING SOUTH 89 DEGREES 48 MINUTES 51 SECONDS WEST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 34; THENCE ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 34 SOUTH 00 DEGREES 02 MINUTES 12 SECONDS WEST 1318.86 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 34; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 34 NORTH 89 DEGREES 42 MINUTES 38 SECONDS EAST 226.46 FEET TO THE TRUE POINT OF BEGINNING; SAID TRUE POINT OF BEGINNING BEING A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD; SAID POINT ALSO BEING A POINT ON A CURVE CONCAVE TO THE NORTHWEST HAVING A PARTIAL CENTRAL ANGLE OF 01 DEGREES 01 MINUTES 47 SECONDS AND A RADIUS OF 5779.65 FEET (IT IS SUBTENDED BY A CHORD THAT BEARS SOUTH 14 DEGREES 47 MINUTES 36 SECONDS WEST 103.87 FEET); THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 103.87 FEET TO THE END OF SAID CURVE, SAID END OF CURVE ALSO BEING A POINT ON THE EASTERLY LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED, RECORDED MARCH 19, 1881 IN BOOK A33 AT PAGE 13, RECORDS OF SAID COUNTY; THENCE ALONG SAID EASTERLY LINE SOUTH 00 DEGREES 02 MINUTES 12 SECONDS WEST 558.96 FEET TO A POINT ON THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 34; THENCE ALONG SAID SOUTH LINE NORTH 89 DEGREES 39 MINUTES 32 SECONDS EAST 100.98 FEET TO A POINT ON THE WEST LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED, RECORDED IN BOOK 2222 AT PAGE 485; THENCE DEPARTING SAID SOUTH LINE AND ALONG SAID WEST LINE NORTH 00 DEGREES 02 MINUTES 12 SECONDS EAST 659.16 FEET TO THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 34; THENCE ALONG SAID NORTH LINE SOUTH 89 DEGREES 42 MINUTES 38 SECONDS WEST 74.65 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF ENGLEWOOD BY INSTRUMENT RECORDED JUNE 19, 1989 IN BOOK 5712 AT PAGE 490. PARCEL 3B (SURVEYOR'S DESIGNATION): TOGETHER WITH A PORTION OF A PARCEL OF LAND IN THE WEST 1/2 OF THE NORTHWEST 1/4 OF SOUTHWEST 1/4 OF NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, DESCRIBED IN QUIT CLAIM DEED RECORDED JANUARY 20, 1989 IN BOOK 5618 AT PAGE 65 AND CORRECTION THERETO RECORDED AUGUST 3, 1989 IN BOOK 5744 AT PAGE 191 OF THE RECORDS OF THE CLERK AND RECORDER OF ARAPAHOE COUNTY, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 34 AS BEARING SOUTH 89 DEGREES 48 MINUTES 51 SECONDS WEST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 34; THENCE ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 34 SOUTH 00 DEGREES 02 MINUTES 12 SECONDS WEST 1318.86 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF NORTHWEST 1/4 OF SAID SECTION 34; THENCE ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF NORTHWEST 1/4 OF SAID SECTION 34 NORTH 89 DEGREES 42 MINUTES 38 SECONDS EAST 301.11 FEET TO THE TRUE POINT OF BEGINNING, SAID TRUE POINT OF BEGINNING BEING THE NORTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED IN BOOK 5618 AT PAGE 65 AND CORRECTION THERETO RECORDED IN BOOK 5744 AT PAGE 191; THENCE SOUTH 00 DEGREES 02 MINUTES 12 SECONDS WEST ALONG THE WEST LINE OF SAID PARCEL 638.56 FEET TO A POINT; THENCE NORTH 89 DEGREES 39 MINUTES 32 SECONDS EAST 4.37 FEET; THENCE NORTH 45 DEGREES 11 MINUTES 26 SECONDS EAST 14.19 FEET; THENCE NORTH 00 DEGREES 01 MINUTES 27 SECONDS WEST 628.60 FEET TO THE NORTH LINE OF THE SOUTHWEST 1/4 OF NORTHWEST 1/4 OF SAID SECTION 34; THENCE ALONG SAID NORTH LINE SOUTH 89 DEGREES 42 MINUTES 38 SECONDS WEST 13.76 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF ARAPAHOE, STATE OF COLORADO. PARCEL 4A (SURVEYOR'S DESIGNATION): A REMAINDER PARCEL OF LAND NO. 23R OF THE STATE DEPARTMENT OF' HIGHWAYS, DIVISION OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. FCU 085-2(51), IN LOTS 25 AND 26, BLOCK 1 TAYLOR'S ADDITION, A SUBDIVISION IN THE SW 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, IN ARAPAHOE COUNTY, COLORADO, SAID REMAINDER PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF LOT 26, BLOCK 1, TAYLOR'S ADDITION, FOR WHICH THE W 1/4 CORNER OF SECTION 34 BEARS S. 64° 47' 19" W. 228.97 FEET; 1. THENCE N. 00° 02' 12" E. ALONG SAID EAST LOT LINE, A DISTANCE OF 46.21 FEET; 2. THENCE N. 89° 23' 26" W. A DISTANCE OF 50.00 FEET, TO THE WEST LINE OF LOT 25 OF SAID BLOCK; 3. THENCE S. 0° 02' 12" W. ALONG SAID WEST LOT LINE, A DISTANCE OF 45.20 FEET; 4. THENCE S. 88° 13' 31" E. A DISTANCE OF 50.02 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. BEARINGS ARE BASED ON A POLARIS OBSERVATION OF THE EAST LINE OF THE NE 1/4 OF SECTION 33 PREPARED BY GINGERY ASSOC. AT J.N.: D-1633.001, DATED SEPT. 1980, PREPARED FOR THE CITY OF ENGLEWOOD.(N. 00 02' 12" E.) PARCEL 4B (SURVEYOR'S DESIGNATION): TOGETHER WITH A REMAINDER PARCEL OF LAND NO. 24R OF THE STATE DEPARTMENT OF HIGHWAYS, DIVISION OF' HIGHWAYS, STATE OF COLORADO, PROJECT NO. FCU 085-2(51)., MORE OR LESS, IN LOTS 27, 28, 29 AND 30 BLOCK 1, TAYLOR'S ADDITION, A SUBDIVISION IN THE SW 1/4 OF THE NW 1/4 SECTION 34, TOWNSHIP 4 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, IN ARAPAHOE COUNTY, COLORADO, SAID REMAINDER PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF LOT 27, BLOCK 1, TAYLOR'S ADDITION, FROM WHICH THE W 1/4 CONER OF SECTION 34 BEARS S. 64° 47' 19" W. A DISTANCE OF 228.97 FEET; 1. THENCE N. 0° 02' 12" E. ALONG SAID WEST LOT LINE, A DISTANCE OF 46.21 FEET; 2. THENCE S. 89° 23' 26" E. A DISTANCE OF 48.29 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 39.50 FEET, A DISTANCE OF 62.05 FEET (THE CHORD OF THIS ARC BEARS S. 44° 23' 26" E. A DISTANCE OF 55.86 FEET); 4. THENCE S. 0° 36' 34" W. A DISTANCE OF 8.49 FEET; 5. THENCE N. 88° 13' 31" W. A DISTANCE OF 87.35 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. BEARINGS ARE BASED ON A POLARIS OBSERVATION OF THE EAST LINE OF THE NE 1/4 OF SECTION 33 PREPARED BY GINGERY ASSOC. AT J.N.: D-1633.001, DATED 1980, PREPARED FOR THE CITY OF ENGLEWOOD. (N. 00° 02' 12"). PARCEL 5: LOTS 42 AND 43, BLOCK 1, TAYLORS ADDITION, COUNTY OF ARAPAHOE, STATE OF COLORADO. PARCEL 6: PARCEL 6: LOTS 44 AND 45, BLOCK 1, TAYLORS ADDITION, COUNTY OF ARAPAHOE, STATE OF COLORADO. CONTACTS: APPLICANT/DEVELOPER SAUNDERS DEVELOPMENT AND WH INVESTMENTS C/O WH INVESTMENTS 3002 S. HURON ST ENGLEWOOD, CO 80110 OWNER DARTMOUTH MFP, LLC C/O WH INVESTMENTS 3002 S. HURON ST ENGLEWOOD, CO 80110 CIVIL ENGINEER ROTH LANG ENGINEERING GROUP, LLC 7853 EAST ARAPAHOE COURT, SUITE 2500 CENTENNIAL, CO 80112 PH: 303-841-9365 CONTACT: KEVIN S. ROTH, P.E, LEED AP EMAIL: KROTH@ROTHLANG.COM ARCHITECT KTGY ARCHITECTURE AND PLANNING 820 16TH STREET, SUITE 500 DENVER, CO 80202 PH: 303-825-6400 CONTACT: JAMES RONCZY EMAIL: JRONCZY@KTGY.COM LANDSCAPE ARCHITECT RUSSELL-MILLS STUDIOS 141 SOUTH COLLEGE AVENUE, SUITE 104 FORT COLLINS, CO 80524 PH: 970-484-8855 CONTACT: NATHAN STARCK, RLA NSTARCK@RUSSELLMILLSSTUDIOS.COM SURVEYOR ESI LAND SURVEYING, LLC 3531 SOUTH LOGAN STREET, UNIT D-324 ENGLEWOOD, CO 80113 EMAIL: 303-340-0113 CONTACT: DON LAMBERT, PLS EMAIL: DON@ESILAND.COM PROPERTY OWNER DARTMOUTH MFP, LLC, ACOLORADO LIMITED LIABILITY COMPANY _________________________________________ BY: BRYANT WINSLOW, MANAGER STATE OF COLORADO } } S.S. COUNTY OF ARAPAHOE } THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS___ DAY OF _______________ A.D., 20___, BY_______________________ AS _______________________ (NAME) (TITLE) OF _____________________ AN AUTHORIZED SIGNATORY. (ENTITY) BY_______________________________ WITNESS MY HAND AND SEAL NOTARY PUBLIC MY COMMISSION EXPIRES: __________________ __________________________________________ ADDRESS __________________________________________ CITY, STATE AND ZIP CODE APPROVED FOR THE CITY OF ENGLEWOOD PLANNING AND ZONING COMMISSION CHAIRPERSON DATE PLANNING AND ZONING COMNISSION SECRETARY DATE MAYOR OF ENGLEWOOD DATE ATTESTED THE FOREGOING APPROVALS WREE ACKNOWLEDGED BEFORE ME THIS ______DAY OF ____________________, 20___ BY ___________________________________, ___________________________________, ___________________________________, AND ___________________________________. ATTEST:CITY CLERK CLERK AND RECORDER THIS PLANNED UNIT DEVELOPMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF ARAPAHOE COUNTY AT ________ O'CLOCK __M. ON THIS _________DAY OF ___________________ A.D., 20___ . BOOK ______, PAGE ______, MAP ______, RECEPTION NO.__________________, BY: COUNTY CLERK AND RECORDER BY: DEPUTY SHEET INDEX 1 COVER SHEET 2 PUD DISTRICT PLAN 3 PUD DISTRICT PLAN 4 SITE DEVELOPMENT PLAN - NORTH 5 SITE DEVELOPMENT PLAN - SOUTH 6 PARCEL & EASEMENT DISPOSITION PLAN 7 OVERALL GRADING & UTILTY PLAN - NORTH 8 OVERALL GRADING & UTILTY PLAN- SOUTH 9 LANDSCAPE PLAN 10 LANDSCAPE PLAN 11 LANDSCAPE DETAILS 12 SHADOW STUDIES 13 LAYOUT A ELEVATIONS 14 LAYOUT B ELEVATIONS 15 LAYOUT C ELEVATIONS 16 LAYOUT D ELEVATIONS 17 LAYOUT E ELEVATIONS 18 CLUBHOUSE ELEVATIONS 19 OVERALL SITE PHOTOMETRIC PLAN 20 SITE PHOTOMETRIC PLAN – SECTOR A 21 SITE PHOTOMETRIC PLAN – SECTOR B 22 LIGHT FIXTURE SPECIFICATIONS 23 LIGHT FIXTURE SPECIFICATIONS 24 LIGHT FIXTURE SPECIFICATIONS 25 ALTA 1 26 ALTA 2 27 ALTA 3 28 ATLA 4 29 ALTA 5 30 ALTA 6 31 ALTA 7 32 ALTA 8 SITE DATA:Page 260 of 367 WH PLANNED UNIT DEVELOPMENT LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\2-3 - PUD DISTRICT PLAN.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 10:15 AMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANPUD DISTRICT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20202 of2 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER:Page 261 of 367 WH PLANNED UNIT DEVELOPMENT LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\2-3 - PUD DISTRICT PLAN.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 10:15 AMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANPUD DISTRICT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20203 of3 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER:Page 262 of 367 4 7 56 R=3880.71L=170.27Δ=002°30'50"N00° 04' 28"W 12.19' R=5779.65 L=101.70 Δ=001°00'29" N89° 42' 45"E 88.62' S00° 01' 27"E 628.60' S45° 11' 26"W 14.19' S89° 39' 19"W 3.21' S00° 01' 10"E 249.53' N18° 2 3 ' 1 4 " E 9 8 8 . 4 1 ' 5' SETBACK 15' UE A - PARKING STALL DETAIL 1" = 10' 8' 17' 8'8' 9' STANDARD STALL NOTE: IF OVERHANG NOT AVAILABLE ALL HEAD TO HEAD PARKING STALLS TO BE 19' DEEP SEE PLAN FOR LOCATIONS 8' 2' OVERHANG (MIN) W DARTMOUTH AVE W CORNELL AVE W BATES AVE S GALAPAGO STBNSF RAILWAYWH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\2 - SITE DEVELOPMENT PLAN.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 10:15 AMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANSITE DEVELOPMENT PLAN - NORTHDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20204NKnow what'sCallR CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. below.before you dig. of4 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO 2' SETBACK 10' TRAIL ESMT 5' SETBACK 25.5' UE 25' UE 25' UE 25' UE NOTES: 1. COE STANDS FOR CITY OF ENGLEWOOD 2. ALL SIDEWALKS ARE CONCRETE. 3. ALL DRIVING SURFACES ARE ASPHALT. 4. ALL EXISTING EASEMENTS ARE PROPOSED TO BE RELINQUISHED AND THE NEW EASEMENTS AS INDICATED TO BE DEDICATED. 5. ALL INFRASTRUCTURE TO BE REMOVED HAS BEEN TURNED OFF IN THE SITE PLAN EXHIBITS. SEE ALTA SHEETS 24 -31 FOR EXISTING CONDITIONS. 6. ALL PUD SETBACKS FOR THE PROJECT ARE 2'-0'' FROM THE PROPERTY BOUNDARY LINE WITH THE EXCEPTION OF: THE EASTERN SITE BOUNDARY ALONG SOUTH GALAPAGO STREET FROM WEST BATES AVENUE TO WEST CORNELL AVE IS 5'-0''. THE EASTERN SITE BOUNDARY ALONG SOUTH GALAPAGO STREET FROM WEST CORNELL AVENUE TO WEST DARTMOUTH AVENUE IS 10'-0''. THE WESTERN SITE BOUNDARY IS 5'-0''. EXISTING 30' COE SEWER ESMT BOOK 3562 PAGE 533 5' SWLK 7' SWLK 5.5' SWLK 5' SWLK LINETYPE LEGEND PROPOSED EXISTING CENTERLINE OF ROAD HANDRAIL PROPERTY BOUNDARY RETAINING WALL RIGHT-OF-WAY LINE ADA ROUTE SYMBOLS LEGEND BUILDING NUMBER CROSSWALK DOOR STREET SIGN HATCHING LEGEND ADA RAMP CONCRETE PAVING ROOF / OVERHANG SIDEWALK CHASE TRUNCATED DOMES SNOW STORAGE # 7' SWLK 5.5' SWLK KEYMAP 1"=300' N MATCHLINE -5SEE SHEET24' DRIVE LANE 5' SWLK 26' FIRE LANE 24' DRIVE LANE 26' FIRE LANE 26' FIRE LANE 24' DRIVE LANE 7' SWLK 31.2' FIRE LANE 26' FIRE LANE 26' FIRE LANE 26' FIRE LANE S GALAPAGO ST (ROW VARIES)W CORNELL AVE(60' ROW )W BATES AVE(60' ROW )24' DRIVE LANE 7' SWLK TRASH ENCLOSURE TRASH ENCLOSUREBNSF R A I L W A Y SECTION LINE 42.5' UE (VARIABLE WIDTH ESMT) 27.5' UE 7' SWLK 28.6' 11' 5.5' BLDG-PL 5.5'5.5' 52.7' 12.2' 26' CURB CUT 26' CURB CUT 26' FIRE LANE SITE TRIANGLE (TYP)SITE TRIANGLE (TYP) R20' R20'R20' CROSSPAN (TYP) CROSSPAN (TYP) R20' 25' UE 5' SWLK 21 DWELLING UNITS 31 DWELLING UNITS 21 DWELLING UNITS 31 DWELLING UNITS LOADING STALL LOADING STALL PROPERTY LINE PROPERTY LINE PROPERTY LINE ELECTRIC CAR CHARGING STATION ZONING: I-1 USE: RAIL LINES ZONING: PUD USE: RESIDENTIAL ZONING: I-1 USE: LIGHT INDUSTRIAL/COMMERCIAL 17' RTD ROW LINE CROSSPAN MAIL KIOSK SIDEWALK CHASE (TYP) HORIZONTAL SCALE: 1" = 3030 30' 0 PR ADA ROUTE (TYP) BIKE RACK (TYP)Page 263 of 367 3 1 8 9 10 11 12 2 N18° 2 3 ' 1 4 " E 9 8 8 . 4 1 ' S00° 01' 10"E 249.53'S89° 37' 08"W 143.02'S44° 49' 08"W 8.87' S00° 01' 36"W 12.51'S89° 23' 21"E 98.29'R=39.50 L=62.05 Δ=090°00'08" N89° 36' 38"E 4.23' S01° 28' 17"W 11.90'N88° 13' 28"W 455.84'W DARTMOUTH AVE W CORNELL AVE W BATES AVE S GALAPAGO STBNSF RAILWAYNKnow what'sCallR CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. below.before you dig. of5 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO HORIZONTAL SCALE: 1" = 3030 30' 0 2' SETBACK 10' TRAIL ESMT 2' SETBACK 2' SETBACK 10' SETBACK 5' SWLK 7' SWLK 7' SWLK TRASH ENCLOSURE 5' SWLK WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\2 - SITE DEVELOPMENT PLAN.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 10:16 AMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANSITE DEVELOPMENT PLAN - SOUTHDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20205 TRASH ENCLOSURE ABOVE GROUND DETENTION POND KEYMAP 1"=300' N POOL MATCHLINE -4SEE SHEET24' DRIVE LANE 26' FIRE LANE 28.5' FIRELANE 26' FIRE LANE 24' DRIVE LANE 24' DRIVE LANE 19' 19' 24' DRIVE LANE 24' DRIVE LANE EX 16' ALLEY 5' SWLK 39.6' FL-FL 5' SWLK 5' SWLK RETAINING WALL W/ GUARDRAIL (TYP) S GALAPAGO ST (ROW VARIES)W DARTMOUTH AVE5.5' SWLK RETAINING WALL W/ GUARDRAIL SECTION LINE BNSF R A I L W A Y EX 16' UE 50.4' UE EX 12.5' ROW 12.2' 12.2' 26.9' 26' 16.5' 23.6' 12.1' 59.3' 11.1' LINETYPE LEGEND PROPOSED EXISTING CENTERLINE OF ROAD HANDRAIL PROPERTY BOUNDARY RETAINING WALL RIGHT-OF-WAY LINE ADA ROUTE SYMBOLS LEGEND BUILDING NUMBER CROSSWALK DOOR STREET SIGN HATCHING LEGEND ADA RAMP CONCRETE PAVING ROOF / OVERHANG SIDEWALK CHASE TRUNCATED DOMES SNOW STORAGE # 24' DRIVEWAY CURB CUT SIGHT DISTANCE TRIANGLE (TYP) SIGHT DISTANCE TRIANGLE (TYP) RETAINING WALL 49.5' UE 5' SETBACK ALLEY TO BE REPAVED WITH THIS PROJECTTREE TO BE REMOVED VARIABLE WIDTH UE 25' UE CLUBHOUSE 21 DWELLING UNITS 21 DWELLING UNITS 21 DWELLING UNITS 30 DWELLING UNITS LOADING STALL LOADING STALL 2' VALLEY PAN PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE ELECTRIC CAR CHARGING STATION ZONING: PUD USE: R-2-B ZONING: M-U-R-3A USE: COMMERCIAL ZONING: R-2-B USE: RESIDENTIAL ZONING: I-1 USE: RAIL LINES DARTMOUTH RIW USE TRANSPORTATION/ CORRIDOR 24' ACCESS ESMT RTD ROW LINE 2 DWELLING UNITS 2 DWELLING UNITS 2 DWELLING UNITS RIPRAP POND OVERFLOW EX TRAIL CONCRETE LANDING (TYP) LIGHTPOLE (TYP)ADA RAMP (TYP) POND MAINTENANCE ACCESS PATH NOTES: 1. COE STANDS FOR CITY OF ENGLEWOOD 2. ALL SIDEWALKS ARE CONCRETE. 3. ALL DRIVING SURFACES ARE ASPHALT. 4. ALL EXISTING EASEMENTS ARE PROPOSED TO BE RELINQUISHED AND THE NEW EASEMENTS AS INDICATED TO BE DEDICATED. 5. ALL INFRASTRUCTURE TO BE REMOVED HAS BEEN TURNED OFF IN THE SITE PLAN EXHIBITS. SEE ALTA SHEETS 24 -31 FOR EXISTING CONDITIONS. 6. ALL PUD SETBACKS FOR THE PROJECT ARE 2'-0'' FROM THE PROPERTY BOUNDARY LINE WITH THE EXCEPTION OF: THE EASTERN SITE BOUNDARY ALONG SOUTH GALAPAGO STREET FROM WEST BATES AVENUE TO WEST CORNELL AVE IS 5'-0''. THE EASTERN SITE BOUNDARY ALONG SOUTH GALAPAGO STREET FROM WEST CORNELL AVENUE TO WEST DARTMOUTH AVENUE IS 10'-0''. THE WESTERN SITE BOUNDARY IS 5'-0''. 2' SETBACK 10' SETBACK PROJECT SIGN MATCH FLOWLINE. CONNECT TO EX C&G. PR ADA ROUTE (TYP) BIKE RACK (TYP) PR FENCE EX 40' CURB CUT LIMITS OF REDEVELOPMENT PR SWALE (TYP) 24' ACCESS ESMT Page 264 of 367 4 7 5 3 1 8 9 10 11 12 6 2 S GALAPAGO ST (ROW VARIES)W CORNELL AVE(60' ROW)BNSF R A I L W A Y (WIDT H V A R I E S )W BATES AVE(60' ROW)VARIABLE WIDTH PUBLIC ROW 16' PUBLIC ALLEY (TO BE VACATED)NHORIZONTAL SCALE: 1" = 4040 40' 0 LEGEND: CDOT PROPERTY PUBLIC ROW TO REMAIN PUBLIC ROW TO BE VACATED UTILITY EASEMENT 10' TRAIL EASEMENT 24' ACCESS EASEMENT EXISTING UTILITY EASEMENT TO REMAIN EXISTING EASEMENT TO BE VACATED BUILDING NUMBERS ## WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\6 - PARCEL & EASEMENT DISPOSITION PLAN.dwg Plotted by: Kevin Roth Date: 9/25/2020 2:57 PMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANPARCEL & EASEMENT DISPOSITION PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20206 of6 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO NOTE: ALL RIGHT OF WAY AND EASEMENT LIMITS ARE APPROXIMATE. CONFIRMATION OF EXISTING CONDITIONS WITH THE ALTA SURVEY AND TITLE WORK, ALONG WITH A COORDIANTED EFFORT WITH THE CITY DURING THE PLAT PROCESS WILL CREATE THE FINAL LIMITS.Page 265 of 367 UP UP DN UNIT 0A.0 1 /A5-010 UNIT 1B.1 2 /A5-120 STAIR 1STAIR 2STAIR 3 COMM. WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A) 2 /A5-220 UNIT 1B.0 1 /A5-120 UNIT 1B.0 1 /A5-120 UNIT 1B.0 1 /A5-120 UP FDCUNIT 2B.0 1 /A5-220 UNIT 1B.1 2 /A5-120 UNIT 1C.0 1 /A5-130 STAIR 1STAIR 2 UNIT 1B.0 1 /A5-120 WATER ENTRY COMM.8.33% DNUNIT 1B.0 1 /A5-120 3.19% DNUPFDCUNIT 2B.01 /A5-220UNIT 1B.12 /A5-120UNIT 1C.01 /A5-130STAIR 1STAIR 2UNIT 1B.01 /A5-120WATER ENTRYCOMM.8.33% DNUNIT 1B.01 /A5-1203.19% DNUPUPDNUNIT 0A.01 /A5-010UNIT 1B.12 /A5-120STAIR 1STAIR 2STAIR 3COMM.WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A)2 /A5-220UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 1B.01 /A5-1204 7 56 F F 0.664' DIA MH 4' DIA MH 4' DIA MH 4' DIA MH 4' DIA MH 4' DIA MH 4' DIA MH 8" PVC 8" PVC8" PVC 6" PVC6" PVC6" PVC8" PVC 8" PVC 8 " PVC 8" PVC 8" PVC 8" PVC8" PVC8" PVC4' DIA MH8" PVCFH 6" DIP 8 " PVC 8" PVC 8" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" FIRE SVC 2" WAT SVC 6" FIRE SVC FH6" DIP8" GV 8" GV FDC FDC FDC 2" WAT SVC 2" WAT SVC 6" FIRE SVC 6" FIRE SVC 2" WAT SVC FDC ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) POND A STORMTECH UNDERGROUND DETENTION CHAMBER (SEE CONSTRUCTION PLANS) ROOF DRAIN (SEE SHEET C9.70) INLET TYPE 13 SINGLE COMBO 5' TYPE R INLET 6' DIA WQ MH BARRACUDA STRCT 4' DIA MH 5' TYPE R INLET (PUBLIC)15" RCP EX 4' DIA MH EX 18" RCP CONNECT TO EX 8" WAT 4' DIA MH 15" RCP 12" PVC TYPE C INLET 12" PVC4' DIA MH 12" PVC 4' DIA MH 6' DIA MH BAYSAVER BARRACUDA 5' TYPE R INLET INLET TYPE 13 SINGLE COMBO 15" RCP 4' DIA MH 6' DIA MH BAYSAVER BARRACUDA 18" RCP 5' TYPE R INLET 15" RCP5' TYPE R INLET 12" PVC 12" INLET LS 4' DIA MH 42.54' UE 27.61' UE 15' UE 8" GV 25' UE 25' UE 15' UE 25' UE 15' UE 25' UE 8" GV 8" GV R=3880.71L=170.27Δ=002°30'50" R=5779.65L=101.70Δ=001°00'29" N00° 04' 28"W 12.19'N89° 42' 45"E 88.62'EX 30' UE S GALAPAGO STW BATES AVE5302 53025303 53 0 2 5303 5302 5302530253 0 2 530353035302 5303 5303 5 3 0 2 53025303530453045304 5 304 5304 53025302 530 2 5302 5304 5303 5304 5303 POND B STORMTECH UNDERGROUND DETENTION CHAMBER (SEE CONSTRUCTION PLANS) CHARGE STATION 12" INLET LS 8" PVC 12" INLET LS 8" PVC 12" INLET LS 8" PVC 8" PVC 8" PVC 8" PVC 12" INLET LS 12" INLET LS 8" PVC8" PVC 8" PVC 8" PVC 8" PVC 12" INLET LS 12" INLET LS 15" RCP 8" PVC 4' DIA MH 15" RC P SINGLE No. 16 VALLEY INLET 8" PVC 8" PVC 8" PVC 5' TYPE R INLET 15" RCP 8'' PVC 18" RCP 15" RCP 6" PVC 8" PVC 8" PVC 8" PVC 8" P V C 12" INLET LS 18" RCP8'' PVC8'' PVC8'' PVC15" RCP 8" PVC TYPE C INLET 8" P V C 5' TYPE R INLET 12" INLET LS 8'' PVC 8'' PVC 8'' PVC 8'' PVC 8'' PVC 12'' PVC 2'' PVC FORCE MAIN (TYP) 53035302 5302 5301 5302 5302 5303530353025303 5302 5303 5303 5303 5302 5303 5302 5302 5303 53 0 3 530 3 6" PVC UNDERDRAIN 4'' PVC UNDERDRAIN 12" INLET LS 8'' PVC 12" INLET LS 8'' PVC 12" INLET LS 12'' PVC 12" PVCSINGLE No. 16 VALLEY INLET 8'' PVC 8'' PVC 2'' PVC FORCE MAIN 53025 3 0 2 5302 W DARTMOUTH AVE W CORNELL AVE W BATES AVE S GALAPAGO STBNSF RAILWAYHORIZONTAL SCALE: 1" = 3030 30' 0MATCHLINE -8SEE SHEETNKEYMAP 1"=300' N LINETYPE LEGEND PROPOSED EXISTING FIRE SERVICE GAS LINE OVERHEAD POWER SANITARY SEWER STORM SEWER WATER LINE SYMBOLS LEGEND CLEANOUT CURB STOP/ CORP STOP ELECTRIC METER FIRE DEPARTMENT CONNECTION FIRE HYDRANT GAS METER GATE VALVE LIGHT POLE ROOF DRAIN SANITARY MANHOLE STORM INLET STORM MANHOLE TRANSFORMER F F F F F F F EM EM GM GM RD T WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\6-7 - OVERALL GRADING & UTILTY PLAN.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 10:17 AMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANOVERALL GRADING & UTILTY PLAN - NORTHDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20207 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: BENCHMARK: THE BENCHMARK USED FOR THIS SURVEY IS CITY OF DENVER BENCHMARK 46. A CCD BRASS CAP AT THE NORTHEAST CORNER OF SOUTH BROADWAY AND EAST YALE AVENUE. ELEV=5296.86 NAVD 88 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO of7 32 Page 266 of 367 W DARTMOUTH AVE W CORNELL AVE W BATES AVE S GALAPAGO STBNSF RAILWAYEM UPFDCDNDNSTAIR 3MAINTENANCECOMM. ROOMSTAIR 2STAIR 1WATER ENTRYCOMM. ROOMUNIT 0A.0UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 0A.0 (TYPE A)2 /A5-0108.11% DN6.90% DN8.33% DN8.33% DNUP FDCUNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 UNIT 2C.0 1 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUP FDCUNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 UNIT 2C.0 1 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUPFDCUNIT 2B.01 /A5-220UNIT 1C.01 /A5-130UNIT 2C.01 /A5-230STAIR 1STAIR 2UNIT 1B.2 (TYPE A)1 /A5-121WATER ENTRYCOMM.6.25% DN8.33% DN8.33% DNUNIT 2B.0 (TYPE A)2 /A5-220C CUP FDCUNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 UNIT 2C.0 1 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUP UP 12344321FILING 3 1 8 9 10 11 12 2 F FFFFFFFFFFFFFF°115458" CO 4' DIA MH EX 4' DIA MH 8" CO 4' DIA MH 4' DIA MH 4' DIA MH DEEP MH W/ PLATFORM 4' DIA MH DEEP MH W/ PLATFORM EX 4' DIA MH 4' DIA MH 6" CO 8" CO EX 4' DIA MH 6" PVC8" PVC8" PVC8" PVC 6" PVC 6" PVC 6" PVC 8" PVC 6" PVC8" PVC6" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC 8" PVC EX 24"EX 24"EX 24"EX 24" 8" PVC 8" PVC 8" PVC 8" PVC 6" DIP FH 8" PVC8" PVC 8" PVC 8" PVC 8" PVC 2" WAT SVC 6" FIRE SVC6" FIRE SVC 2" WAT SVC 6" DIP FH 2" WAT SVC 6" FIRE SVC 8" PVC8" PVC1 1/4" WAT SVC 1 1/4" WAT SVC 1 1/4" WAT SVC 6" FIRE SVC2" WAT SVC FDC 6" GV 6" GV 6" GV6" GV FH 6" DIP 2" WAT SVC 6" FIRE SVC FH 6" DIPROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) ROOF DRAIN (SEE SHEET C9.70) FDC INLET TYPE 13 15" RCP5' DIA MH 18" RCP 5' DIA MH 18" RCP INLET TYPE 13 15" RCP 4' DIA MH12" PVC18" RCP 5' TYPE R INLET 4' DIA MH 18" RCP 6' DIA MH 36" RCP 36" RCP 5' TYPE R INLET 36" RCP6' DIA MH 36" RC P 4' DIA MH (PUBLIC) 15" RCP POND OUTLET (SEE SHEET C11.10 FOR DETAIL)15" RCP15" RCP 4' DIA MH (PUBLIC) EX TYPE CEX 18" RCP24" RCP 5' TYPE R INLET 24" RCPDOUBLE No. 16 VALLEY INLET 18" RCP 5' DIA MH 18" RCP INLET TYPE 13 SINGLE COMBO 8'' X 12'' TEE WITH 8'' CO 4' DIA MH 6' DIA MH 4' DIA MH EX 15" RCP EX 4' DIA MH EX 1 5 " R C P 4' DIA MH EX 15" RCPEX 4' DIA MH 5' TYPE R INLET EX 15" RCP EX 4' DIA MH EX GAS LINE FDC 42.54' UE GAS LINE EX GAS LINE 27.61' UE 25' UE 10 TRAIL ESMT 25' UE 12" INLET LS 12" INLET LS 8" GV 8" GV 8" GV 36.5' UE S00° 01' 10"E 249.53'S89° 37' 08"W 143.02'N00° 01' 36"E 167.23' S44° 49' 08"W 8.87' S00° 01' 36"W 12.51' N89° 36' 38"E 4.23' S01° 28' 17"W 11.90'S89° 23' 21"E 98.29'R=39.50L=62.05Δ=090°00'0 8 " S00° 35' 00"W 8.48'N88° 13' 28"W 455.84'N18° 2 3 ' 1 4 " E 9 8 8 . 4 1 ' EX 4' DIA MH EX GAS LINE 49.4' UE50.1' UE S89° 39' 19"W 3.21' S45° 11' 26"W 14.19'W CORNELL AVES GALAPAGO ST W DARTMOUTH AVE53 0 2 53015301 5299 529852975 2 9 6 52 9 5 52945300 5300 5299 5300 5302 5302 5 3 0 3 530353 0 0 5299 530253025301 53005 3 0 0 5302 5301529952975296529552955296 529052945292528852955295529752995299529852975300 53035302 5302 5302 5302 5302 52965295POND C (SEE CONSTRUCTION PLANS) CHARGE STATION CHARGE STATION SINGLE No. 16 VALLEY INLET 5302 15" RCP 5303 5302 5303 5 3 0 3 5303 5304 5 3 0 2 5302 5302 5303 5302530253035302 5301 5 3 0 2 5302 5302 530 2 530153005303 5302 5301 53035302 530253015300 53005301 5301 53005300530253015300 5299 5300 5 3 0 1 52985300 5296529552945293529252915290528952895289 5288 5301 5301 530153015301 5301 53 0 3 5302 5301 530 1 53025301530053008'' PVC 8'' PVC8'' PVC 12'' PVCINLET TYPE 13 8'' PVC8'' PVC8'' PVC8" PVC 8" PVC 12" INLET LS 8" PVC 6" PVC 12" INLET LS 12" INLET LS 12'' PVCEX 8" PVC 8'' PVC 8'' PVC 8'' PVC 8'' PVC8'' PVC15" RCP 5' DIA MH 24" RCP 15" RCP 18" RCP8" PVC8'' PVC8'' PVC8'' PVC 8'' PVC HORIZONTAL SCALE: 1" = 3030 30' 0NKEYMAP 1"=300' N MATCHLINE -7SEE SHEETLINETYPE LEGEND PROPOSED EXISTING FIRE SERVICE GAS LINE OVERHEAD POWER SANITARY SEWER STORM SEWER WATER LINE SYMBOLS LEGEND CLEANOUT CURB STOP/ CORP STOP ELECTRIC METER FIRE DEPARTMENT CONNECTION FIRE HYDRANT GAS METER GATE VALVE LIGHT POLE ROOF DRAIN SANITARY MANHOLE STORM INLET STORM MANHOLE TRANSFORMER F F F F F F F EM EM GM GM RD T WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN File Name: S:\_Projects\181201 - Winslow Crane\CADD\Sheet Sets\PUD SDP\6-7 - OVERALL GRADING & UTILTY PLAN.dwg Plotted by: Jeff Falzarano Date: 9/25/2020 10:18 AMWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANOVERALL GRADING & UTILTY PLAN- SOUTHDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/21/20208 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:7853 E. ARAPAHOE COURT, SUITE 2500CENTENNIAL, CO 80112PHONE: 303-841-9365DESIGNED BY: DRAWN BY: JOB NUMBER: BENCHMARK: THE BENCHMARK USED FOR THIS SURVEY IS CITY OF DENVER BENCHMARK 46. A CCD BRASS CAP AT THE NORTHEAST CORNER OF SOUTH BROADWAY AND EAST YALE AVENUE. ELEV=5296.86 NAVD 88 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO of8 32 Page 267 of 367 FFFFFFFFF TTTTUPUPDNUPUPUPUPDNGALAPAGO STREETRAIL LINES &SANTA FE DRIVE1 JSC15 SAJ15 SAJ1 UAL1 ACM10 HEM10 HRC15 SAJDIRECTIONALSIGN(8) BIKE PARKING STALLS(8) BIKE PARKING STALLS(8) BIKE PARKING STALLS(8) BIKE PARKINGSTALLS(8) BIKE PARKINGSTALLSFUTURE TRAILEASEMENT3 PAS2 PAS1 MAD1 ZGV1 ACM1 ARM1 QUB1 GTS2 GTS1 GTS2 GDE2 GDE4 JSSTYPE 1SECURITY FENCESHT. 10BTYP. OF 4TRASH ENCLOSURESHT. 10ATYP. OF 4TRASH ENCLOSURESHT. 10ABIKE RACKSSHT. 10CPLANTINGDECIDUOUS TREESHT.10DPLANTINGEVERGREEN TREESHT.10E3 ARMBUILDING 7BUILDING 4BUILDING 5BUILDING 6MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 8Total Site Area 288,842 sfRequired RLA = 72,210Provided RLA = 62,975 s.f.Non-Living material = 21,663 s.f.Street Frontage 914 l.f.Total Required Trees (TRT) = 116Total Required Shrubs (TRS) = 722TRT Between Principal Structure and Curb = 58TRS Between Principal Structure and Curb = 217IRRIGATED SOD(3 TYPE BLUEGRASS HYBRID BLEND W/20% TEXAS BLUEGRASS)9,315 S.F.GRAVEL MULCHCOLOR: WHITE COBBLESTONESIZE RANGE: 2-4"35,990 S.F.STEEL EDGER (6" ht. / 7gauge min.)NATIVE SEED15, 225 S.F.ARTIFICIAL TURFGRASSSYNLAWN BLUEGRASS OR EQUAL665 S.F.C.I.P. CONCRETE SCREEN WALLBOARDFORM FINISHSECURITY FENCETYPE 1: 8 FT. HEIGHTTYPE 2: 5 FT. HEIGHTPROPERTY LINE8 FT. FIXED BENCH ON CONCRETE PADTRASH & RECYCLING RECEPTACLEPET TRASH BAG DISPENSERC.I.P. CONCRETE MONUMENT SIGNBY OTHERSDECOMPOSED GRANITE PAVING4" DEPTH1,780 S.F.INTEGRAL COLORED CONCRETEPAVING3,125 S.F.BIKE RACKTABLE AND UMBRELLADIRECTIONAL SIGNAGE, BY OTHERSPLANTING POTLANDSCAPE LEGENDMATERIALS LEGENDLANDSCAPE DATACRANE RELICSEVERGREEN SHRUB LISTQTY = 24836 JHW JUNIPERUS HOR.WILTON CARPET 5 GAL. 4-6"6-10' 'WILTONI'JUNIPER70 JHB JUNIPERUS HOR.BUFFALO JUNIPER5 GAL 1-2'5-6''BUFFALO'43 JCC JUNIPERUS SABINA CALGARY CARPET5 GAL 1.5-2' 3-4''CALGARY CARPET' JUNIPER81 LVL LIGUSTRUM VUL.LODENSE PRIVET5 GAL. 2-3'3-4''LODENSE'18 PMM PINUS MUGO'MOPS' MOPS MUGO PINE5 GAL. 2.5-3' 2.5-3'ORNAMENTAL TREESQTY = 18 TOTAL4 ARM ACER GRANDIDENTATUM ROCKY MOUNTAIN 2.5" CAL. 20-25' 12-15''ROCKY MOUNTAIN GLOW' BIGTOOTH GLOW MAPLE5 MAD MALUS 'ADIRONDACK' ADIRONDACK CRABAPPLE 2.5" CAL. 12'6'5 PCC PRUNUS CERASIFERA CRIMSON POINT PLUM 2.5" CAL. 20-30' 8-10''CIPRIOZAM'4 PYC PYRUS CALLERYANA CHANTICLEER PEAR 2.5" CAL. 40'15''CHANTICLEER'QTYSYMBOTANIC NAMECOMMON NAMESIZEHEIGHTWIDTHDECIDUOUS TREESQTY = 39 TOTAL5 ACF ACER FREEMANIIAUTUMN BLAZE MAPLE 3" CAL. / B&B 40-50' 20-30'2 ACM ACER MIYABEISTATE STREET MAPLE 3" CAL 40-50' 20-30''MORTONS'4 GTS GLEDITSIA TRIACANTHOS SKYLINE HONEYLOCUST 3" CAL./B&B 40-50' 35-45'INERMIS 'SKYCOLE'7 GDE GYMNOCLADUS DIOICA ESPRESSO KENTUCKY 3" CAL./B&B 50-60' 30-35''ESPRESSO'COFFEETREE4 PLO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3" CAL./B&B 50-60' 30-35'4 QUB QUERCUS BUCKLEYI TEXAS RED OAK3" CAL./B&B 40-50'' 25-30'6 QUR QUERCUS MACROCARPA CHINKAPIN OAK3" CAL./B&B 40-50' 40-50'5 ULA ULMUS 'ACCOLADE' ACCOLADE ELM3" CAL./B&B 50-60' 30-35'2 ZVG ZELKOVA SERRATA VILLAGE GREEN ZELKOVA 3" CAL / B&B XX-XX' XX-XX''VILLAGE GREEN'EVERGREEN TREESQTY = 20 TOTAL3 JSC JUNIPERUS SCOPULORUM COLORGREEN JUNIPER 6' HT. 16-20' 8-12''COLOGREEN'7 JSS JUNIPERUS SCOPULORUM SKYROCKET JUNIPER 6' HT. 15-20' 3-4''SKYROCKET'3 PPF PICEA PUNGENS COLUMNAR SPRUCE 6' HT. 40'10' 'FASTIGIATA'7 PAS PINUS NIGRAARNOLD'S SENTINEL 6' HT. 25'7''ARNOLD'S SENTINEL' COLUMNAR AUSTRIAN PINEQTY = 745DECIDUOUS SHRUBS9 ARC ARCTOSTAPHYLUS MOCK BEARBERRY 5 GAL. 1-2'3-4'X COLORADENSISMANZANITA25 ABR ARONIA ARBUTIFOLIA RED BRILLIANT 5 GAL. 6-10' 4-6''BRILLIANTISSIMA'CHOKEBERRY9 BMM BUDDLEIA 'MISS MOLLY' MISS MOLLY BUTTERFLY 5 GAL. 5'5'BUSH28 CAI CARYOPTERIS X INCANA BLUE MIST SPIREA5 GAL. 3-4'2-3'14 CPB CERASUS PUMILA BESSEYI SANDCHERRY5 GAL. 5-6'5-682 CSF CORNUS STOLONIFERA ARCTIC FIRE DOGWOOD 5 GAL. 3-4'3-4''FARROW'59 CYP CYTISUS PURGANS SPANISH GOLD BROOM 5 GAL. 3-4'5-6'49 EAC EUONYMUS ALTA DWARF BURNING BUSH 5 GAL. 5-6'5-6''COMPACTUS'14 FON FORESTIERA NEOMEXICANA NEW MEXICO PRIVET 5 GAL. 12-18' 8-12'30 MAR MAHONIA REPENSCREEPING OREGON 5 GAL 1-2'2-3'GRAPE HOLLY27 PEA PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE5 GAL. 4-5'4-5'16 PHM PHYSOCARPUS MONO. MOUNTAIN NINEBARK 5 GAL. 3-4'3-4'113 PPB PRUNUS BESSEYIPAWNEE BUTTES WESTERN 5 GAL. 1-2'5-6''PAWNEE BUTTES'SAND CHERRY13 PRG PRUNUS GLANDULOSA PINK FLOWERING ALMOND 5 GAL. 4-6'4-6'52 RGL RHUS AROMATICA GRO-LOW SUMAC5 GAL. 2-3'6-8''GROW-LOW'30 RHT RHUS TRILOBATAAUTUMN AMBER SUMAC 5 GAL. 10-14" 6-8'33 RIA RIBES ALPINUMALPINE CURRANT5 GAL. 3-5'3-5'107 SPG SPIREA X BUMALDA GOLDFLAME SPIREA 5 GAL. 3-4'4-5''GOLDFLAME'19 SMK SYRINGA PUBESCENS MISS KIM LILAC5 GAL. 4-6'5-7''MISS KIM'30 VMM VIBURNUM BUREJAETICUM MINI MAN DWARF 5 GAL. 4-6'4-6'VIBURNUMORNAMENTAL GRASSESQTY = 711154 BBA BOUTELOUA GRACILIS BLOND AMBITION1 GAL. 20-24" 20-24"'BLOND AMBITION'BLUE GRAMA157 CAB CALAMAGROSTIS KOREAN FEATHER1 GAL. 3-4'3'BRACHYTRICHAREED GRASS30 HES HELICTOTRICHON BLUE OAT GRASS1 GAL. 20-24" 2-4'SEMPERVIRENS14 MSG MISCANTHUS SINENIS MAIDEN GRASS1 GAL. 5-6'5-6''GRACILLIMUS'77 MSD MISCANTHUS SINENIS DWARF VARIEGATED 1 GAL. 2-3'3-4''DIXIELAND'MAIDEN GRASS30 MUR MUHLENBERGIA UNDAUNTED1 GAL. 15-18" 18-24"REVERCHONIIMUHLY GRASS123 PAH PENNISETUM ALOP. DWARF FOUNTAIN 1 GAL. 2-3'2-3''HAMELN'GRASS40 SCS SCHIZACHYRIUMLITTLE BLUESTEM1 GAL. 2-3'2'SCOPARIUM99 SPH SPOROBOLUS PRAIRIE DROP SEED 1 GAL. 1.5-2' 18-24"HETEROLEPISPERENNIALSQTY = 2376 AMO ACHILLEA X 'MOONSHINE'MOONSHINE YARROW 1 GAL. 18"-24" 12" 6 APO ACHILLEA X 'POMEGRANATE' TUTTI FRUTTI YARROW 1 GAL. 18"-24" 18-24"8 ACS ARABIS CAUCASICA 'SNOWCAP' WHITE ALPINE ROCKCRESS 1 GAL.5 DME DELASPERMA 'KELAIDIS'MESA VERDE ICEPLANT 1 GAL.18 HEM HEMEROCALLISJOLYENE NICHOLE DAYLILY 1 GAL. 13-14" 18-24"'JOLYENE NICHOLE'9 HRC HEMEROCALIS 'ROCKET CITY' ROCKET CITY DAYLILY 1 GAL. 24-36" 24-30"9 HHY HEMEROCALLIS X 'HYPERION' HYPERION DAYLILY 1 GAL. 18"24-30"6 ISI IRIS SIBERICASIBERIAN IRIS1 GAL.32 LXI LAVANDULA X INTERMEDIA PHENOMENAL LAVENDER 1 GAL. 24-36" 24-30"PHENOMENAL12 LXS LEUCHANTHEMUM X SHASTA DAISY1 GAL. 2-3'2'SUPERBUM32 RHI RUDBECKIA HIRTABLACK-EYED SUSAN 1 GAL. 24-36" 12-24"16 SOF SALVIA OFFICINALISPURPLE SAGE1 GAL. 12-24" 12-18"'PURPURASCENS'30 SAJ SEDUM 'AUTUMN JOY'AUTUMN JOY STONECROP 1 GAL. 18-24" 18-24"32 VIN VINCA MINOR 'BOWLES'BOWLES BLUE VINCA 1 GAL. 6"-8" 12"-24"LANDSCAPE SCHEDULEGENERAL LANDSCAPE NOTES:1. ALL LANDSCAPING AND PLANTS TO BE LOCATED NOT TO INTERFERE WITH EXISTING OR PROPOSED UTILITIES CONTRACTOR SHALL VERIFY LOCATION OF ALLUNDERGROUND UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE TO THESE UTILITIES SHALL BE REPAIRED BY THECONTRACTOR AT NO COST TO THE OWNER OR LANDSCAPE ARCHITECT.2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN (AMERICAN ASSOCIATION OF NURSERYMEN) SPECIFICATIONS FOR NUMBER ONE GRADE.3. PLANT QUANTITIES SHOWN FOR INFORMATION PURPOSES ONLY, CONTRACTOR TO VERIFY ALL QUANTITIES.4. ALL TREE AND SHRUB LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED BY LANDSCAPE ARCHITECT.5. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT.6. PLANTS SHALL BE INSTALLED IMMEDIATELY UPON DELIVERY TO SITE, IF THIS IS NOT POSSIBLE, PLANTS SHALL BE HEELED IN AND WATERED TO PREVENTDEHYDRATION.7.SOIL AMENDMENT:SOD AREAS - 4 C.Y. PER 1,000 S.F. OF COMPOST TILLED INTO 4" OF EXISTING SOIL. APPLY DIAMONIUM PHOSPHATE (18-46-0) AT ONE HUNDRED (100) POUNDSNITROGEN PER ACRE.SHRUB AND PLANTING BEDS - 4" OF COMPOST TILLED INTO 6" OF EXISTING SOIL.ACCEPTABLE PRODUCT: CLASS I COMPOST. COMPOSTED MATERIAL SHALL CONSIST OF AGED ORGANIC MATTER, FREE OF WEED OR OTHER NOXIOUS PLANTSEEDS, LUMPS, STONES, OR OTHER FOREIGN CONTAMINANTS HARMFUL TO PLANT LIFE, AND HAVING THE FOLLOWING CHARACTERISTICS BASED ON ANUTRIENT TEST PERFORMED NO LONGER THAN 3 MONTHS PRIOR TO ITS INCORPORATION INTO THE PROJECT:A. ORGANIC MATTER: 25% MINIMUM.B. SALT CONTENT: 5.0 MMHOS/CM MAXIMUMC. PH: 7.5 MAXIMUM.D. CARBON TO NITROGEN RATIO OF 10:1 TO 20:18. SOD TO BE REPLACED OVER ALL TRENCHED IRRIGATION LINES.9. INSTALL 4" OF ORGANIC WOOD MULCH IN EXISTING PLANTING BEDS AND TREE PLANTING PITS THAT HAVE BEEN DISTURBED OR ENLARGED. MULCH TO MATCHEXISTING.10. ALL DAMAGED OR DEAD PLANT MATERIAL TO BE REPLACED. CONTRACTOR TO PROVIDE WATER THROUGHOUT CONSTRUCTION PERIOD.830SHEET NUMBER:ISSUE DATE: DATE REVISIONS BY PREPARED FOR:DESIGNED BY:DRAWN BY:JOB NUMBER:LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADOWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANWH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN LANDSCAPE PLAN DARTMOUTH MFP, LLC3002 SOUTH HURON STREET ENGLEWOOD, CO 80110NMSNMS18120109/25/20 82245 CURTIS STREET,SUITE100 DENVER, COLORADO 80238 TEL: 303.709.07040 15'30'30'60'N O R T HScale:LANDSCAPE PLAN1" = 30'-0"A99 of 32Page 268 of 367 TT FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF F F F F F F F F F F F F F F FFFFFFFFFT T T TTEMGMGMGMEMEMUPUPDNDNUPUPUPUPUPCCWCRAIL LINES & SANTA FE DRIVEGALAPAGO STREET2 PPF1 QUR2 MAD1 QUR1 PLO32 VIN1 QUB1 ZGV2 UAL8 HEM8 HRC1 UAL2 POL2 GDE1 GDE3 ACF2 ACF1 UAL4 AMO5 DMEMONUMENT SIGNDIRECTIONALSIGN(8) BIKE PARKINGSTALLS(8) BIKE PARKINGSTALLS(4) BIKE PARKINGSTALLS(8) BIKE PARKING STALLS(4) BIKE PARKINGSTALLS(4) BIKE PARKINGSTALLSDOGPARKDIRECTIONALSIGNDETENTIONPONDFUTURE TRAILEASEMENT1 PYC1 PYC1 PCC1 PCC1 MAD1 PYC5 HEM5 HRC1 PAS2 QUR2 QUB1 GTS1 MAD1 PAS3 JSS1 POL2 QURBIKE RACKSSHT.10CTYP. OF 4TRASH ENCLOSURESHT.10ATYPE 1FENCESECURITYSHT.10BTYP. OF 4TRASH ENCLOSURESHT.10APLANTINGDECIDUOUS TREESHT.10DPLANTINGEVERGREEN TREESHT.10ETYPE 2FENCESECURITYSHT.10BTYPE 2FENCESECURITYSHT.10BBUILDING 8BUILDING 9BUILDING 12BUILDING 11BUILDING 10 BUILDING 2CLUBHOUSEBUILDING 3MATCHLINE SEE SHEET 9MATCHLINE SEE SHEET 8 STEEL EDGER (6" ht. / 7gauge min.)C.I.P. CONCRETE SCREEN WALLBOARDFORM FINISHSECURITY FENCETYPE 1: 8 FT. HEIGHTTYPE 2: 5 FT. HEIGHTPROPERTY LINE8 FT. FIXED BENCH ON CONCRETE PADTRASH & RECYCLING RECEPTACLEPET TRASH BAG DISPENSERC.I.P. CONCRETE MONUMENT SIGNBY OTHERSBIKE RACKTABLE AND UMBRELLADIRECTIONAL SIGNAGE, BY OTHERSPLANTING POTLANDSCAPE LEGENDCRANE RELICSEVERGREEN SHRUB LISTQTY = 24836 JHW JUNIPERUS HOR.WILTON CARPET 5 GAL. 4-6"6-10' 'WILTONI'JUNIPER70 JHB JUNIPERUS HOR.BUFFALO JUNIPER5 GAL 1-2'5-6''BUFFALO'43 JCC JUNIPERUS SABINA CALGARY CARPET5 GAL 1.5-2' 3-4''CALGARY CARPET' JUNIPER81 LVL LIGUSTRUM VUL.LODENSE PRIVET5 GAL. 2-3'3-4''LODENSE'18 PMM PINUS MUGO'MOPS' MOPS MUGO PINE5 GAL. 2.5-3' 2.5-3'ORNAMENTAL TREESQTY = 18 TOTAL4 ARM ACER GRANDIDENTATUM ROCKY MOUNTAIN 2.5" CAL. 20-25' 12-15''ROCKY MOUNTAIN GLOW' BIGTOOTH GLOW MAPLE5 MAD MALUS 'ADIRONDACK' ADIRONDACK CRABAPPLE 2.5" CAL. 12'6'5 PCC PRUNUS CERASIFERA CRIMSON POINT PLUM 2.5" CAL. 20-30' 8-10''CIPRIOZAM'4 PYC PYRUS CALLERYANA CHANTICLEER PEAR 2.5" CAL. 40'15''CHANTICLEER'QTYSYMBOTANIC NAMECOMMON NAMESIZEHEIGHTWIDTHDECIDUOUS TREESQTY = 39 TOTAL5 ACF ACER FREEMANIIAUTUMN BLAZE MAPLE 3" CAL. / B&B 40-50' 20-30'2 ACM ACER MIYABEISTATE STREET MAPLE 3" CAL 40-50' 20-30''MORTONS'4 GTS GLEDITSIA TRIACANTHOS SKYLINE HONEYLOCUST 3" CAL./B&B 40-50' 35-45'INERMIS 'SKYCOLE'7 GDE GYMNOCLADUS DIOICA ESPRESSO KENTUCKY 3" CAL./B&B 50-60' 30-35''ESPRESSO'COFFEETREE4 PLO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3" CAL./B&B 50-60' 30-35'4 QUB QUERCUS BUCKLEYI TEXAS RED OAK3" CAL./B&B 40-50'' 25-30'6 QUR QUERCUS MACROCARPA CHINKAPIN OAK3" CAL./B&B 40-50' 40-50'5 ULA ULMUS 'ACCOLADE' ACCOLADE ELM3" CAL./B&B 50-60' 30-35'2 ZVG ZELKOVA SERRATA VILLAGE GREEN ZELKOVA 3" CAL / B&B XX-XX' XX-XX''VILLAGE GREEN'EVERGREEN TREESQTY = 20 TOTAL3 JSC JUNIPERUS SCOPULORUM COLORGREEN JUNIPER 6' HT. 16-20' 8-12''COLOGREEN'7 JSS JUNIPERUS SCOPULORUM SKYROCKET JUNIPER 6' HT. 15-20' 3-4''SKYROCKET'3 PPF PICEA PUNGENS COLUMNAR SPRUCE 6' HT. 40'10' 'FASTIGIATA'7 PAS PINUS NIGRAARNOLD'S SENTINEL 6' HT. 25'7''ARNOLD'S SENTINEL' COLUMNAR AUSTRIAN PINEQTY = 745DECIDUOUS SHRUBS9 ARC ARCTOSTAPHYLUS MOCK BEARBERRY 5 GAL. 1-2'3-4'X COLORADENSISMANZANITA25 ABR ARONIA ARBUTIFOLIA RED BRILLIANT 5 GAL. 6-10' 4-6''BRILLIANTISSIMA'CHOKEBERRY9 BMM BUDDLEIA 'MISS MOLLY' MISS MOLLY BUTTERFLY 5 GAL. 5'5'BUSH28 CAI CARYOPTERIS X INCANA BLUE MIST SPIREA5 GAL. 3-4'2-3'14 CPB CERASUS PUMILA BESSEYI SANDCHERRY5 GAL. 5-6'5-682 CSF CORNUS STOLONIFERA ARCTIC FIRE DOGWOOD 5 GAL. 3-4'3-4''FARROW'59 CYP CYTISUS PURGANS SPANISH GOLD BROOM 5 GAL. 3-4'5-6'49 EAC EUONYMUS ALTA DWARF BURNING BUSH 5 GAL. 5-6'5-6''COMPACTUS'14 FON FORESTIERA NEOMEXICANA NEW MEXICO PRIVET 5 GAL. 12-18' 8-12'30 MAR MAHONIA REPENSCREEPING OREGON 5 GAL 1-2'2-3'GRAPE HOLLY27 PEA PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE5 GAL. 4-5'4-5'16 PHM PHYSOCARPUS MONO. MOUNTAIN NINEBARK 5 GAL. 3-4'3-4'113 PPB PRUNUS BESSEYIPAWNEE BUTTES WESTERN 5 GAL. 1-2'5-6''PAWNEE BUTTES'SAND CHERRY13 PRG PRUNUS GLANDULOSA PINK FLOWERING ALMOND 5 GAL. 4-6'4-6'52 RGL RHUS AROMATICA GRO-LOW SUMAC5 GAL. 2-3'6-8''GROW-LOW'30 RHT RHUS TRILOBATAAUTUMN AMBER SUMAC 5 GAL. 10-14" 6-8'33 RIA RIBES ALPINUMALPINE CURRANT5 GAL. 3-5'3-5'107 SPG SPIREA X BUMALDA GOLDFLAME SPIREA 5 GAL. 3-4'4-5''GOLDFLAME'19 SMK SYRINGA PUBESCENS MISS KIM LILAC5 GAL. 4-6'5-7''MISS KIM'30 VMM VIBURNUM BUREJAETICUM MINI MAN DWARF 5 GAL. 4-6'4-6'VIBURNUMORNAMENTAL GRASSESQTY = 711154 BBA BOUTELOUA GRACILIS BLOND AMBITION1 GAL. 20-24" 20-24"'BLOND AMBITION'BLUE GRAMA157 CAB CALAMAGROSTIS KOREAN FEATHER1 GAL. 3-4'3'BRACHYTRICHAREED GRASS30 HES HELICTOTRICHON BLUE OAT GRASS1 GAL. 20-24" 2-4'SEMPERVIRENS14 MSG MISCANTHUS SINENIS MAIDEN GRASS1 GAL. 5-6'5-6''GRACILLIMUS'77 MSD MISCANTHUS SINENIS DWARF VARIEGATED 1 GAL. 2-3'3-4''DIXIELAND'MAIDEN GRASS30 MUR MUHLENBERGIA UNDAUNTED1 GAL. 15-18" 18-24"REVERCHONIIMUHLY GRASS123 PAH PENNISETUM ALOP. DWARF FOUNTAIN 1 GAL. 2-3'2-3''HAMELN'GRASS40 SCS SCHIZACHYRIUMLITTLE BLUESTEM1 GAL. 2-3'2'SCOPARIUM99 SPH SPOROBOLUS PRAIRIE DROP SEED 1 GAL. 1.5-2' 18-24"HETEROLEPISPERENNIALSQTY = 2376 AMO ACHILLEA X 'MOONSHINE'MOONSHINE YARROW 1 GAL. 18"-24" 12" 6 APO ACHILLEA X 'POMEGRANATE' TUTTI FRUTTI YARROW 1 GAL. 18"-24" 18-24"8 ACS ARABIS CAUCASICA 'SNOWCAP' WHITE ALPINE ROCKCRESS 1 GAL.5 DME DELASPERMA 'KELAIDIS'MESA VERDE ICEPLANT 1 GAL.18 HEM HEMEROCALLISJOLYENE NICHOLE DAYLILY 1 GAL. 13-14" 18-24"'JOLYENE NICHOLE'9 HRC HEMEROCALIS 'ROCKET CITY' ROCKET CITY DAYLILY 1 GAL. 24-36" 24-30"9 HHY HEMEROCALLIS X 'HYPERION' HYPERION DAYLILY 1 GAL. 18"24-30"6 ISI IRIS SIBERICASIBERIAN IRIS1 GAL.32 LXI LAVANDULA X INTERMEDIA PHENOMENAL LAVENDER 1 GAL. 24-36" 24-30"PHENOMENAL12 LXS LEUCHANTHEMUM X SHASTA DAISY1 GAL. 2-3'2'SUPERBUM32 RHI RUDBECKIA HIRTABLACK-EYED SUSAN 1 GAL. 24-36" 12-24"16 SOF SALVIA OFFICINALISPURPLE SAGE1 GAL. 12-24" 12-18"'PURPURASCENS'30 SAJ SEDUM 'AUTUMN JOY'AUTUMN JOY STONECROP 1 GAL. 18-24" 18-24"32 VIN VINCA MINOR 'BOWLES'BOWLES BLUE VINCA 1 GAL. 6"-8" 12"-24"LANDSCAPE SCHEDULETotal Site Area 288,842 sfRequired RLA = 72,210Provided RLA = 62,975 s.f.Non-Living material = 21,663 s.f.Street Frontage 914 l.f.Total Required Trees (TRT) = 116Total Required Shrubs (TRS) = 722TRT Between Principal Structure and Curb = 58TRS Between Principal Structure and Curb = 217IRRIGATED SOD(3 TYPE BLUEGRASS HYBRID BLEND W/20% TEXAS BLUEGRASS)9,315 S.F.GRAVEL MULCHCOLOR: WHITE COBBLESTONESIZE RANGE: 2-4"35,990 S.F.NATIVE SEED15, 225 S.F.ARTIFICIAL TURFGRASSSYNLAWN BLUEGRASS OR EQUAL665 S.F.DECOMPOSED GRANITE PAVING4" DEPTH1,780 S.F.INTEGRAL COLORED CONCRETEPAVING3,125 S.F.MATERIALS LEGENDLANDSCAPE DATA0 15'30'30'60'N O R T H930SHEET NUMBER:ISSUE DATE: DATE REVISIONS BY PREPARED FOR:DESIGNED BY:DRAWN BY:JOB NUMBER:LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADOWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANWH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN LANDSCAPE PLAN DARTMOUTH MFP, LLC3002 SOUTH HURON STREET ENGLEWOOD, CO 80110NMSNMS18120109/25/20 92245 CURTIS STREET,SUITE100 DENVER, COLORADO 80238 TEL: 303.709.0704Scale:LANDSCAPE PLAN1" = 30'-0"A1010 of 32Page 269 of 367 2X ROOTBALL DIA.SCARIFY ALL SIDESROOT CROWN 2" ABOVE GRADEMULCHPLANT PIT BACKFILL MATERIALSUBGRADECOMPLETELY REMOVE WIRE AND TWINE FROM ROOTBALL.REMOVE BURLAP FROM TOP 2/3 OF ROOTBALLFINISH GRADE4" MAX FROMPLANTING PITTREE WRAPWEBBING AT HALF TREE HEIGHT(2) 6'-0" WOOD POSTSScale:DECIDUOUS TREE PLANTINGNTS112 X ROOTBALL DIA.SCARIFY ALL SIDES1/2 O.C. SPACINGMIN. TO WALLS, CONC HEADEROR TREE TRUNKS OFLC PLANT PITPLANT PIT BACKFILL MATERIAL - 12 COMPOST/EX.SOIL MIXEDMULCHSUBGRADEScale:SHRUB PLANTINGNTSWEBBING AT 12 HEIGHT OF TREE2X ROOTBALL DIA.SCARIFY ALL SIDESROOT CROWN 2" ABOVE GRADEMULCHPLANT PIT BACKFILL MATERIALSUBGRADEFINISH GRADE4" MAX FROMPLANTING PITCOMPLETELY REMOVE WIRE AND TWINE FROM ROOTBALL.REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL(2) 6'-0" WOOD POSTSScale:EVERGREEN TREE PLANTINGNTSEQ.EQ.8" MIN.LIGHTLY SCARIFY SIDES OF ROOTBALLPLANT PIT BACKFILL 12 COMPOST/EX. SOIL MIXED PLANT PITWIDTH TO BE 1.5X ROOTBALL WIDTHSUBGRADEMULCHPLANTS SHALL BE EQUAL DISTANCE APART (SEE PLANTSCHEDULE FOR WIDTH)Scale:PERENNIAL / GRASS PLANTINGNTSSOD RE: LANDSCAPE PLANNEW TOPSOILRE: LANDSCAPE NOTESTILLED SOILSUBGRADE6"6"Scale:SOD PLANTINGNTSScale:TYPICAL STEEL EDGING1" = 1'-0"LANDSCAPE FABRIC MIRAFI 140N OR EQUAL.TURN DOWN ON ALL EDGES TYP.3" DEPTH OF MINERAL MULCHFINISH SURFACE OF MULCH TYP.FINISH SURFACE SUBGRADE TYP.18" x 6" COLD ROLLED STEEL EDGING, OVERLAP JOINTS 24" TYP.LINE STAKES (2) AT OVERLAP TYP.SLOPE Scale:BIKE RACK1" = 1'-0"ALTERNATE EACH SIZENOTE:1. POWDERCOAT COLOR: TO BE SELECTED2. SURFACE MOUNT TO CONCRETE PAVING WITH SUPPLIED VANDALRESISTANT SCREWSScale:TRASH ENCLOSURE1/4" = 1'-0"FRONT ELEVATIONSIDE ELEVATIONARCHITECTURAL CMU BLOCKSIZE: 8 x 8 x 16FINISH: GROUND FACECOLOR: TO MATCH ARCHITECTURAL PANEL FINISHSTEEL PANEL GATE W/ HIGH PERFORMANCE PAINT FINISHCONCRETE PAVING, SLOPE TO GATE OPENING6'17'-4"12'6'6' 6'12'2'-8"2'-8"2'-8"2'-8"Scale:SECURITY FENCING1" = 1'-0"FENCING TYPE 1LOCATION: WEST AND SOUTH PROPERTY LINECOMPANY: AMERI STAR FENCINGMODEL: WIRE WORKS PLUSSTYLE: ARCHITECTURAL WELDED WIRE FENCECOLOR: BLACK POWDERCOATHEIGHT: 6'-0"CONTACT: 1.888.333.3422WWW. AMERISTARFENCE.COMINSTALL PER MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONSFENCING TYPE 2LOCATION: CLUBHOUSE SWIMMING POOLCOMPANY: AMERI STAR FENCINGMODEL:ECHELON II, POOL PET & PLAYSTYLE: GENISISCOLOR: BLACK POWDERCOATHEIGHT: 5'-0"CONTACT: 1.888.333.3422WWW. AMERISTARFENCE.COMINSTALL PER MANUFACTURER RECOMMENDATIONS AND SPECIFICATIONSADGHEFICB10 30SHEET NUMBER:ISSUE DATE: DATE REVISIONS BY PREPARED FOR:DESIGNED BY:DRAWN BY:JOB NUMBER:LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADOWH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANWH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN LANDSCAPE DETAILS DARTMOUTH MFP, LLC3002 SOUTH HURON STREET ENGLEWOOD, CO 80110NMSNMS18120109/25/20 102245 CURTIS STREET,SUITE100 DENVER, COLORADO 80238 TEL: 303.709.07041111 of 32Page 270 of 367 12 12 OF 32 Page 271 of 367 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1" 910 23 2215 13811418128931138229110232 28931522131102141812231414141014 14 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1" 15 9 810120233 315123 AWNING9'-1"14 14 ELEVATION LEGEND ELEVATION NOTES 1. ALL CONDENSERS WILL BE ROOF MOUNTED, AS ALLOWED BY CODE, AND WILL BE SCREENED FROM VIEW. 2. LOCATIONS OF VENTS, SIGNAGE, AND LIGHTS SUBJECT TO CHANGE BASED ON FURTHER DESIGN DEVELOPMENT AND COORDINATION. 3. REFER TO FINISH MATERIAL LEGEND AND MATERIAL BOARDS FOR KEYNOTE MATERIAL COLOR. ASPHALT ROOF SHINGLES COLOR: NOIR BLACK COLOR 1 -PANEL SMOOTH SW SNOW COLOR 3 -LAP SIDING SW OLIVE COLOR 5 -FACIA, TRIM SW 6991 BLACK MAGIC COLOR 2 -PANEL TRADITIONAL SW STERLING GREY COLOR 4 -TRESPA METEON ITALIAN WALNUT COLOR 6 -PANEL SMOOTH SW KNIGHTS ARMOR T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT39'-1"1'-1"6'-1"10'-6 1/4"10'-9"10'-7 3/4"1423 91510313 1 9 1 23 9 15 2 9 31710 8 89151 23 17 3 8 92 1032318124114184141414 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1"2'-0"891032313151192232313153101411414 14 of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31LAYOUT A -ELEVATIONS12 12 SCALE: 3/32" = 1'-0"1LAYOUT A -ELEVATION SCALE: 3/32" = 1'-0"2LAYOUT A -ELEVATION SCALE: 3/32" = 1'-0"4LAYOUT A -ELEVATION SCALE: 3/32" = 1'-0"3LAYOUT A -ELEVATION #KEYNOTES - PUD 1 PANEL - COLOR 1 2 PANEL - COLOR 2 3 LAPPED SIDING - COLOR 3 4 PANEL - COLOR 4 5 FAUX WOOD PANEL - COLOR 4 6 FIBER CEMENT PANEL - COLOR 5 7 LAPPED SIDING - COLOR 5 8 FIBER CEMENT PANEL - COLOR 6 9 FIBER CEMEN TRIM - COLOR 5 10 ASPHALT ROOF SHINGLES 11 COLUMN - PAINT COLOR 5 12 METAL AWNING 13 METAL HANDRAIL 14 DOWNSPOUT 15 VINYL WINDOW 16 STOREFRONT 17 OVERHEAD GARAGE DOOR 18 BUILDING ENTRY 20 GAS/ELECTRIC/TELECOM EQUIPMENT, PAINT TO MATCHADJACENT ELEVATION 21 EXTERIOR MECHANICAL VENTS - PAINT TO MATCH ADJACENT ELEVATION 22 EXTERIOR WALL MOUNT LIGHT SCONCE 23 REVEAL 24 GLASS HANDRAIL SITE KEY PLAN 06/22/2009/25/202013 13 OF 32 Page 272 of 367 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 89151 23 17 31239152931710819 BUILDING HEIGHT39'-1"1'-1"6'-1"10'-6 1/4"10'-9"10'-7 3/4"15 10117233218124 VARIES1423 91510313114 184 14 14 14 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 11 922 323131531014 BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1"AWNING9'-1"8910323131511414 14 ELEVATION LEGEND ELEVATION NOTES 1. ALL CONDENSERS WILL BE ROOF MOUNTED, AS ALLOWED BY CODE, AND WILL BE SCREENED FROM VIEW. 2. LOCATIONS OF VENTS, SIGNAGE, AND LIGHTS SUBJECT TO CHANGE BASED ON FURTHER DESIGN DEVELOPMENT AND COORDINATION. 3. REFER TO FINISH MATERIAL LEGEND AND MATERIAL BOARDS FOR KEYNOTE MATERIAL COLOR. ASPHALT ROOF SHINGLES COLOR: NOIR BLACK COLOR 1 -PANEL SMOOTH SW SNOW COLOR 3 -LAP SIDING SW OLIVE COLOR 5 -FACIA, TRIM SW 6991 BLACK MAGIC COLOR 2 -PANEL TRADITIONAL SW STERLING GREY COLOR 4 -TRESPA METEON ITALIAN WALNUT COLOR 6 -PANEL SMOOTH SW KNIGHTS ARMOR T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 981020233 8 215 23132 BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1"AWNING9'-1"14 14 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 910 23 2215 1381 28931138222144181289311323222 BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1" 91 1023 141812823 1014 1411414 of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31LAYOUT B -ELEVATIONS13 13 SCALE: 3/32" = 1'-0"4LAYOUT B -ELEVATION SCALE: 3/32" = 1'-0"3LAYOUT B -ELEVATION SCALE: 3/32" = 1'-0"2LAYOUT B -ELEVATION SCALE: 3/32" = 1'-0"1LAYOUT B -ELEVATION #KEYNOTES - PUD 1 PANEL - COLOR 1 2 PANEL - COLOR 2 3 LAPPED SIDING - COLOR 3 4 PANEL - COLOR 4 5 FAUX WOOD PANEL - COLOR 4 6 FIBER CEMENT PANEL - COLOR 5 7 LAPPED SIDING - COLOR 5 8 FIBER CEMENT PANEL - COLOR 6 9 FIBER CEMEN TRIM - COLOR 5 10 ASPHALT ROOF SHINGLES 11 COLUMN - PAINT COLOR 5 12 METAL AWNING 13 METAL HANDRAIL 14 DOWNSPOUT 15 VINYL WINDOW 16 STOREFRONT 17 OVERHEAD GARAGE DOOR 18 BUILDING ENTRY 20 GAS/ELECTRIC/TELECOM EQUIPMENT, PAINT TO MATCHADJACENT ELEVATION 21 EXTERIOR MECHANICAL VENTS - PAINT TO MATCH ADJACENT ELEVATION 22 EXTERIOR WALL MOUNT LIGHT SCONCE 23 REVEAL 24 GLASS HANDRAIL SITE KEY PLAN 09/25/202014 14 OF 32 Page 273 of 367 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" T.O. ROOF (C)40' -0"T.O. ROOF (C)40' -0"BUILDING HEIGHT40'-0"2'-0"6'-1"10'-6 1/4"10'-9"10'-7 3/4"8 9151 23 17 3 10 89 15 123173108915123319152171489151233181241915217142381023810 1812418124 14 143 3 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" T.O. ROOF (C)40' -0"T.O. ROOF (C)40' -0"BUILDING HEIGHT40'-0"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 2'-0" 820 23139822311014 ELEVATION LEGEND ELEVATION NOTES 1. ALL CONDENSERS WILL BE ROOF MOUNTED, AS ALLOWED BY CODE, AND WILL BE SCREENED FROM VIEW. 2. LOCATIONS OF VENTS, SIGNAGE, AND LIGHTS SUBJECT TO CHANGE BASED ON FURTHER DESIGN DEVELOPMENT AND COORDINATION. 3. REFER TO FINISH MATERIAL LEGEND AND MATERIAL BOARDS FOR KEYNOTE MATERIAL COLOR. ASPHALT ROOF SHINGLES COLOR: NOIR BLACK COLOR 1 -PANEL SMOOTH SW SNOW COLOR 3 -LAP SIDING SW OLIVE COLOR 5 -FACIA, TRIM SW 6991 BLACK MAGIC COLOR 2 -PANEL TRADITIONAL SW STERLING GREY COLOR 4 -TRESPA METEON ITALIAN WALNUT COLOR 6 -PANEL SMOOTH SW KNIGHTS ARMOR T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 14 1 13 232298932113232289321132322 9 2 83 1928312321322831418121418121418128881414143 1414 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" T.O. ROOF (C)40' -0"T.O. ROOF (C)40' -0"BUILDING HEIGHT40'-0"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 2'-0" 9 8 223 110820231314 of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31LAYOUT C -ELEVATIONS14 14 SCALE: 3/32" = 1'-0"4LAYOUT C -ELEVATION SCALE: 3/32" = 1'-0"3LAYOUT C -ELEVATION SCALE: 3/32" = 1'-0"1LAYOUT C -ELEVATION SCALE: 3/32" = 1'-0"2LAYOUT C -ELEVATION #KEYNOTES - PUD 1 PANEL - COLOR 1 2 PANEL - COLOR 2 3 LAPPED SIDING - COLOR 3 4 PANEL - COLOR 4 5 FAUX WOOD PANEL - COLOR 4 6 FIBER CEMENT PANEL - COLOR 5 7 LAPPED SIDING - COLOR 5 8 FIBER CEMENT PANEL - COLOR 6 9 FIBER CEMEN TRIM - COLOR 5 10 ASPHALT ROOF SHINGLES 11 COLUMN - PAINT COLOR 5 12 METAL AWNING 13 METAL HANDRAIL 14 DOWNSPOUT 15 VINYL WINDOW 16 STOREFRONT 17 OVERHEAD GARAGE DOOR 18 BUILDING ENTRY 20 GAS/ELECTRIC/TELECOM EQUIPMENT, PAINT TO MATCHADJACENT ELEVATION 21 EXTERIOR MECHANICAL VENTS - PAINT TO MATCH ADJACENT ELEVATION 22 EXTERIOR WALL MOUNT LIGHT SCONCE 23 REVEAL 24 GLASS HANDRAIL SITE KEY PLAN 09/25/202015 15 OF 32 Page 274 of 367 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 1 9 BUILDING HEIGHT39'-1"1'-1"6'-1"10'-6 1/4"10'-9"10'-7 3/4"2'-4 3/4"5'-1"5'-1"1 2315 2 9 317 8 89151 23 17 314 982 89 15 12317 982 1231015 143 1 2 17 23 91149151031318414231414 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1" 291032313151192232313153101411414 ELEVATION LEGEND ELEVATION NOTES 1. ALL CONDENSERS WILL BE ROOF MOUNTED, AS ALLOWED BY CODE, AND WILL BE SCREENED FROM VIEW. 2. LOCATIONS OF VENTS, SIGNAGE, AND LIGHTS SUBJECT TO CHANGE BASED ON FURTHER DESIGN DEVELOPMENT AND COORDINATION. 3. REFER TO FINISH MATERIAL LEGEND AND MATERIAL BOARDS FOR KEYNOTE MATERIAL COLOR. ASPHALT ROOF SHINGLES COLOR: NOIR BLACK COLOR 1 -PANEL SMOOTH SW SNOW COLOR 3 -LAP SIDING SW OLIVE COLOR 5 -FACIA, TRIM SW 6991 BLACK MAGIC COLOR 2 -PANEL TRADITIONAL SW STERLING GREY COLOR 4 -TRESPA METEON ITALIAN WALNUT COLOR 6 -PANEL SMOOTH SW KNIGHTS ARMOR T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 89 3 113 23222 141812 141812 BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1" 23 21322 8 3141812911023 910 23 2215 1381 21411323229889311382222310 1414314141414 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" T.O. ROOF39' -1"T.O. ROOF39' -1" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11" 93 8 215 23141223920 BUILDING HEIGHT39'-1"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 1'-1"AWNING8'-4"14 of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31LAYOUT D -ELEVATIONS15 15 SCALE: 3/32" = 1'-0"4LAYOUT D -ELEVATION SCALE: 3/32" = 1'-0"3LAYOUT D -ELEVATION #KEYNOTES - PUD 1 PANEL - COLOR 1 2 PANEL - COLOR 2 3 LAPPED SIDING - COLOR 3 4 PANEL - COLOR 4 5 FAUX WOOD PANEL - COLOR 4 6 FIBER CEMENT PANEL - COLOR 5 7 LAPPED SIDING - COLOR 5 8 FIBER CEMENT PANEL - COLOR 6 9 FIBER CEMEN TRIM - COLOR 5 10 ASPHALT ROOF SHINGLES 11 COLUMN - PAINT COLOR 5 12 METAL AWNING 13 METAL HANDRAIL 14 DOWNSPOUT 15 VINYL WINDOW 16 STOREFRONT 17 OVERHEAD GARAGE DOOR 18 BUILDING ENTRY 20 GAS/ELECTRIC/TELECOM EQUIPMENT, PAINT TO MATCHADJACENT ELEVATION 21 EXTERIOR MECHANICAL VENTS - PAINT TO MATCH ADJACENT ELEVATION 22 EXTERIOR WALL MOUNT LIGHT SCONCE 23 REVEAL 24 GLASS HANDRAIL SITE KEY PLAN SCALE: 3/32" = 1'-0"1LAYOUT D -ELEVATION SCALE: 3/32" = 1'-0"2LAYOUT D -ELEVATION 09/25/202016 16 OF 32 Page 275 of 367 ELEVATION LEGEND ELEVATION NOTES 1. ALL CONDENSERS WILL BE ROOF MOUNTED, AS ALLOWED BY CODE, AND WILL BE SCREENED FROM VIEW. 2. LOCATIONS OF VENTS, SIGNAGE, AND LIGHTS SUBJECT TO CHANGE BASED ON FURTHER DESIGN DEVELOPMENT AND COORDINATION. 3. REFER TO FINISH MATERIAL LEGEND AND MATERIAL BOARDS FOR KEYNOTE MATERIAL COLOR. ASPHALT ROOF SHINGLES COLOR: NOIR BLACK COLOR 1 -PANEL SMOOTH SW SNOW COLOR 3 -LAP SIDING SW OLIVE COLOR 5 -FACIA, TRIM SW 6991 BLACK MAGIC COLOR 2 -PANEL TRADITIONAL SW STERLING GREY COLOR 4 -TRESPA METEON ITALIAN WALNUT COLOR 6 -PANEL SMOOTH SW KNIGHTS ARMOR T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT38'-0"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 4 9821103131815 2 1 10313 151 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT38'-0"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 9210315123 4 AWNING7'-0"T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT38'-0"10'-7 3/4"10'-9"10'-6 1/4" 6'-1" 9 210315 1234 AWNING7'-0"T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" T.O. PARAPET38' -0"T.O. PARAPET38' -0" LEVEL 2 T.O.S.10' -7 3/4"LEVEL 2 T.O.S.10' -7 3/4" LEVEL 3 T.O.S.21' -4 3/4"LEVEL 3 T.O.S.21' -4 3/4" T.O. EAVE31' -11"T.O. EAVE31' -11"BUILDING HEIGHT38'-0"6'-1"10'-6 1/4"10'-9"10'-7 3/4"4 82110312151723 48 2 1 10312151723 of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31LAYOUT E -ELEVATIONS16 16 #KEYNOTES - PUD 1 PANEL - COLOR 1 2 PANEL - COLOR 2 3 LAPPED SIDING - COLOR 3 4 PANEL - COLOR 4 5 FAUX WOOD PANEL - COLOR 4 6 FIBER CEMENT PANEL - COLOR 5 7 LAPPED SIDING - COLOR 5 8 FIBER CEMENT PANEL - COLOR 6 9 FIBER CEMEN TRIM - COLOR 5 10 ASPHALT ROOF SHINGLES 11 COLUMN - PAINT COLOR 5 12 METAL AWNING 13 METAL HANDRAIL 14 DOWNSPOUT 15 VINYL WINDOW 16 STOREFRONT 17 OVERHEAD GARAGE DOOR 18 BUILDING ENTRY 20 GAS/ELECTRIC/TELECOM EQUIPMENT, PAINT TO MATCHADJACENT ELEVATION 21 EXTERIOR MECHANICAL VENTS - PAINT TO MATCH ADJACENT ELEVATION 22 EXTERIOR WALL MOUNT LIGHT SCONCE 23 REVEAL 24 GLASS HANDRAIL SITE KEY PLAN SCALE: 3/32" = 1'-0"1LAYOUT E -ELEVATION SCALE: 3/32" = 1'-0"2LAYOUT E -ELEVATIONSCALE: 3/32" = 1'-0"3LAYOUT E -ELEVATION SCALE: 3/32" = 1'-0"4LAYOUT E -ELEVATION 09/25/202017 17 OF 32 Page 276 of 367 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" LEVEL 2 T.O.S (CLUB)13' -9 1/2"LEVEL 2 T.O.S (CLUB)13' -9 1/2" T.O. LOW PARAPET (CLUB)31' -0"T.O. LOW PARAPET (CLUB)31' -0" T.O. HIGH PARAPET (CLUB)34' -0"T.O. HIGH PARAPET (CLUB)34' -0"BUILDING HEIGHT34'-0"13'-9 1/2"17'-2 1/2"3'-0"523 263 9 20 923 1 1613 5 9122423 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" LEVEL 2 T.O.S (CLUB)13' -9 1/2"LEVEL 2 T.O.S (CLUB)13' -9 1/2" T.O. LOW PARAPET (CLUB)31' -0"T.O. LOW PARAPET (CLUB)31' -0" T.O. HIGH PARAPET (CLUB)34' -0"T.O. HIGH PARAPET (CLUB)34' -0"BUILDING HEIGHT34'-0"13'-9 1/2"17'-2 1/2"3'-0"AWNING12'-11 1/2"5239 6 393 241372 2 313 20 1 16 9 23523 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" LEVEL 2 T.O.S (CLUB)13' -9 1/2"LEVEL 2 T.O.S (CLUB)13' -9 1/2" T.O. LOW PARAPET (CLUB)31' -0"T.O. LOW PARAPET (CLUB)31' -0" T.O. HIGH PARAPET (CLUB)34' -0"T.O. HIGH PARAPET (CLUB)34' -0"BUILDING HEIGHT34'-0"3'-0"17'-2 1/2"13'-9 1/2"5 23 96161397169321 T.O.C. LEVEL 10' -0"T.O.C. LEVEL 10' -0" LEVEL 2 T.O.S (CLUB)13' -9 1/2"LEVEL 2 T.O.S (CLUB)13' -9 1/2" T.O. LOW PARAPET (CLUB)31' -0"T.O. LOW PARAPET (CLUB)31' -0" T.O. HIGH PARAPET (CLUB)34' -0"T.O. HIGH PARAPET (CLUB)34' -0"BUILDING HEIGHT34'-0"13'-9 1/2"17'-2 1/2"3'-0"AWNING12'-11 1/2"5 23 9616 1 9323216122323917162418 7 13 ELEVATION LEGEND ELEVATION NOTES 1. ALL CONDENSERS WILL BE ROOF MOUNTED, AS ALLOWED BY CODE, AND WILL BE SCREENED FROM VIEW. 2. LOCATIONS OF VENTS, SIGNAGE, AND LIGHTS SUBJECT TO CHANGE BASED ON FURTHER DESIGN DEVELOPMENT AND COORDINATION. 3. REFER TO FINISH MATERIAL LEGEND AND MATERIAL BOARDS FOR KEYNOTE MATERIAL COLOR. ASPHALT ROOF SHINGLES COLOR: NOIR BLACK COLOR 1 -PANEL SMOOTH SW SNOW COLOR 3 -LAP SIDING SW OLIVE COLOR 5 -FACIA, TRIM SW 6991 BLACK MAGIC COLOR 2 -PANEL TRADITIONAL SW STERLING GREY COLOR 4 -TRESPA METEON ITALIAN WALNUT COLOR 6 -PANEL SMOOTH SW KNIGHTS ARMOR of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31CLUBHOUSE -ELEVATIONS17 17 SCALE: 3/32" = 1'-0"3CLUBHOUSE -ELEVATION SCALE: 3/32" = 1'-0"4CLUBHOUSE -ELEVATION SCALE: 3/32" = 1'-0"2CLUBHOUSE -ELEVATION SCALE: 3/32" = 1'-0"1CLUBHOUSE -ELEVATION #KEYNOTES - PUD 1 PANEL - COLOR 1 2 PANEL - COLOR 2 3 LAPPED SIDING - COLOR 3 4 PANEL - COLOR 4 5 FAUX WOOD PANEL - COLOR 4 6 FIBER CEMENT PANEL - COLOR 5 7 LAPPED SIDING - COLOR 5 8 FIBER CEMENT PANEL - COLOR 6 9 FIBER CEMEN TRIM - COLOR 5 10 ASPHALT ROOF SHINGLES 11 COLUMN - PAINT COLOR 5 12 METAL AWNING 13 METAL HANDRAIL 14 DOWNSPOUT 15 VINYL WINDOW 16 STOREFRONT 17 OVERHEAD GARAGE DOOR 18 BUILDING ENTRY 20 GAS/ELECTRIC/TELECOM EQUIPMENT, PAINT TO MATCHADJACENT ELEVATION 21 EXTERIOR MECHANICAL VENTS - PAINT TO MATCH ADJACENT ELEVATION 22 EXTERIOR WALL MOUNT LIGHT SCONCE 23 REVEAL 24 GLASS HANDRAIL SITE KEY PLAN 09/25/202018 18 OF 32 Page 277 of 367 T TTTTTTTT T T UP UP DN UNIT 0A.01 /A5-010 UNIT 1B.12 /A5-120 STAIR 1STAIR 2STAIR 3 COMM. 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SECTOR ASECTOR BSECTOR ASECTOR B0.0 0.0 0.0 0.0 0.0 3.4 D1 @6'D1 @6' D1 @6'D1 @6' C2 @15'D2 @6' C2 @15' D1 @6'D1 @6'D1@ 6'D1@ 6' C1 @15' D2 @6' C2 @15' D2 @6'C2 @15' D2 @6' C2 @15' D1 @6'D1 @6' C1 @15' D2 @6'C2 @15'D2 @6' D1 @6'D1 @6'D1 @6'D1 @6' B1 @20' B1 @20' B1 @20' B1 @20' B2 @20'B2 @20' C2 @15' C2 @15' D2 @6' D2 @6' C2 @15' D1 @6'D1 @6' D1 @6'D1 @6' D1 @6'D1 @6'C2 @15' D2 @6' C1 @15' A1 @20' C2 @15' C2 @15' D1 @6' C1 @15' D1 @6'D1 @6'D1 @6' C2 @15' D2 @6'D2 @6' C1 @15' C2 @15' B2 @20' C2 @15'C2 @15' D1 @6' D1 @6'C2 @15' D2 @6' D2 @6' D2 @6' C2 @15' C2 @15' C2 @15' D2 @6'D2 @6' C2 @15' D1 @6'D1 @6'C2 @15' D1 @6'D1 @6' C2 @15' C2 @15' C2 @15' C2 @15'D2 @6' C2 @15' D2 @6' C2 @15' C2 @15' B1 @20' D1 @6'D1 @6'C2 @15' D1 @6' D1 @6' B1 @20' B1 @20' A1 @20'B1 @20' C2 @15' C2 @15' C2 @15'C2 @15' C2 @15' C2 @15'D2 @6'D2 @6'D2 @6' D1 @6'D1 @6'D1 @6'D1 @6' D1 @6'D1 @6' A1 @20' C2 @15' C2 @15' D2 @6' D2 @6' C2 @15'C2 @15' D2 @6' D2 @6' C3 @15' C3 @15' C3 @15' D2 @6' D2 @6' PROPERTY LINE BUILDING 6 BUILDING 5 BUILDING 4 BUILDING 3 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 9 BUILDING 8 BUILDING 10BUILDING 11BUILDING 12PROPERTY LINE C2 @15' D2 @6' 19 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/25/2020Jordan & Skala Engineers Project Number: Drawn By:Checked By: 555 17th Street, Suite 700 Denver, CO 80202 p:303-586-2375 f: 303-586-2376 SLEJ 2080093 of SCALE:1 OVERALL SITE PHOTOMETRIC PLAN 1" = 50'-0"NORTH 19OVERALL SITE PHOTOMETRIC PLANPage 278 of 367 TTT T T UP UP DN UNIT 0A.0 1 /A5-010 UNIT 1B.1 2 /A5-120 STAIR 1STAIR 2STAIR 3 COMM. WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A) 2 /A5-220 UNIT 1B.0 1 /A5-120 UNIT 1B.0 1 /A5-120 UNIT 1B.0 1 /A5-120 UP FDCUNIT 2B.0 1 /A5-220 UNIT 1B.1 2 /A5-120 UNIT 1C.0 1 /A5-130 STAIR 1STAIR 2 UNIT 1B.0 1 /A5-120 WATER ENTRY COMM.8.33% DNUNIT 1B.0 1 /A5-120 3.19% DNUPFDCUNIT 2B.01 /A5-220UNIT 1B.12 /A5-120UNIT 1C.01 /A5-130STAIR 1STAIR 2UNIT 1B.01 /A5-120WATER ENTRYCOMM.8.33% DNUNIT 1B.01 /A5-1203.19% DNUP UNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-1218.33% DNUPUPDNUNIT 0A.01 /A5-010UNIT 1B.12 /A5-120STAIR 1STAIR 2STAIR 3COMM.WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A)2 /A5-220UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UP FDC C UP UNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-1218.33% DN0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.8 0.8 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.4 1.1 2.6 2.3 2.1 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.3 0.3 0.6 1.3 2.4 2.1 3.1 2.7 1.9 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.8 1.0 0.9 0.6 0.3 0.1 0.1 0.6 0.7 0.6 0.8 1.5 2.4 2.3 2.1 2.4 3.0 2.6 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.5 0.7 1.1 1.4 1.7 1.5 1.2 0.9 0.4 0.2 0.3 1.4 1.2 1.1 1.3 1.8 2.2 2.0 1.9 2.5 2.5 2.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.3 0.7 1.1 1.6 2.5 2.8 1.8 1.7 1.3 0.5 0.3 0.5 2.2 1.7 1.6 1.8 2.2 2.5 2.4 1.6 1.7 1.5 1.2 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0.4 0.2 0.1 0.3 0.7 1.2 1.6 1.8 3.3 1.9 0.1 0.1 0.2 0.5 1.1 2.8 2.6 2.5 2.2 2.6 2.9 3.4 1.2 1.0 5.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.1 1.2 1.0 0.7 0.3 0.1 0.2 0.5 1.4 2.3 0.0 0.8 2.1 2.7 3.6 3.0 2.5 3.0 3.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 1.0 1.4 1.9 2.2 1.7 1.3 0.9 0.3 0.2 0.1 0.2 0.8 2.2 2.9 3.7 3.0 2.5 3.4 3.4 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 1.1 1.5 2.3 2.3 1.8 2.0 1.3 1.1 2.8 2.9 2.6 2.3 3.2 3.3 7.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.7 1.1 1.6 2.9 1.3 1.8 2.0 3.3 1.6 0.8 0.5 2.3 1.7 1.7 2.0 2.7 2.5 11.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.8 1.3 1.7 2.2 1.1 0.4 1.6 1.3 1.2 1.7 2.0 2.1 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.6 1.4 2.4 2.2 2.3 1.7 0.2 0.7 1.0 0.9 1.2 1.4 1.4 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.4 1.2 2.3 2.2 1.9 2.1 2.7 2.1 1.8 1.3 0.9 2.7 2.1 1.3 0.7 0.7 0.7 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.8 0.6 0.3 0.3 0.4 0.3 0.4 0.9 1.7 1.7 2.1 1.6 1.4 1.8 1.8 2.4 2.8 2.1 1.4 2.8 3.0 2.9 3.0 1.6 1.0 0.6 0.4 0.6 1.3 1.7 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.5 0.8 1.7 2.6 1.9 2.4 2.4 1.5 0.7 0.5 0.8 1.3 1.3 1.6 3.2 2.2 2.0 1.7 1.5 1.6 1.6 2.0 1.8 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GALAPAGO STREET Page 279 of 367 T TTTTTTUPFDCDNDNSTAIR 3MAINTENANCECOMM. ROOMSTAIR 2STAIR 1WATER ENTRYCOMM. 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SECTOR ASECTOR BSECTOR ASECTOR B0.0 0.0 0.0 0.0 C2 @15' D1 @6' C1 @15' D1 @6'D1 @6' D1 @6' C2 @15' D2 @6' D2 @6' C1 @15' C2 @15' B2 @20' C2 @15'C2 @15' D1 @6' D1 @6'C2 @15' D2 @6' D2 @6' D2 @6' C2 @15' C2 @15' C2 @15' D2 @6'D2 @6' C2 @15' D1 @6'D1 @6'C2 @15' D1 @6'D1 @6' C2 @15' C2 @15' C2 @15' C2 @15'D2 @6' C2 @15' D2 @6' C2 @15' C2 @15' B1 @20' D1 @6'D1 @6'C2 @15' D1 @6' D1 @6' B1 @20' B1 @20' A1 @20'B1 @20' C2 @15' C2 @15' C2 @15'C2 @15' C2 @15' C2 @15'D2 @6'D2 @6'D2 @6' D1 @6'D1 @6'D1 @6'D1 @6' D1 @6'D1 @6' A1 @20' C2 @15' C2 @15' D2 @6' D2 @6' C2 @15'C2 @15' D2 @6' D2 @6' C3 @15' C3 @15' C3 @15' D2 @6' D2 @6' BUILDING 3 BUILDING 1 BUILDING 2 BUILDING 9 BUILDING 10BUILDING 11BUILDING 12T TTTTTTTT T T UP UP DN UNIT 0A.01 /A5-010 UNIT 1B.12 /A5-120 STAIR 1STAIR 2STAIR 3 COMM. WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A)2 /A5-220 UNIT 1B.01 /A5-120 UNIT 1B.01 /A5-120 UNIT 1B.01 /A5-120 UP FDC UNIT 2B.01 /A5-220 UNIT 1B.12 /A5-120 UNIT 1C.01 /A5-130 STAIR 1STAIR 2 UNIT 1B.01 /A5-120 WATER ENTRY COMM.8.33% DNUNIT 1B.01 /A5-120 3.19% DNUPFDC UNIT 2B.01 /A5-220UNIT 1B.12 /A5-120UNIT 1C.01 /A5-130STAIR 1STAIR 2UNIT 1B.01 /A5-120WATER ENTRYCOMM.8.33% DNUNIT 1B.01 /A5-1203.19% DNUPFDC DNDNSTAIR 3MAINTENANCECOMM. ROOMSTAIR 2STAIR 1WATER ENTRYCOMM. ROOMUNIT 0A.0UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 0A.0 (TYPE A)2 /A5-0108.11% D N 6.90% D N8.33% D N 8.33% DN UP FDC UNIT 2B.01 /A5-220 UNIT 1C.01 /A5-130 UNIT 2C.01 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A)1 /A5-121 WATER ENTRY COMM. 6.25% DN 8.33% D N 8.33% D N UP FDCUNIT 2B.01 /A5-220 UNIT 1C.01 /A5-130 UNIT 2C.01 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A)1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUPFDC UNIT 2B.01 /A5-220UNIT 1C.01 /A5-130UNIT 2C.01 /A5-230STAIR 1STAIR 2UNIT 1B.2 (TYPE A)1 /A5-121WATER ENTRYCOMM.6.25% DN 8.33% D N8.33% D NUPUPDNUNIT 0A.01 /A5-010UNIT 1B.12 /A5-120 STAIR 1STAIR 2STAIR 3COMM.WATER ENTRY8.33% DN5.79% DN 4.49% DN4.69% DNUNIT 2B.0 (TYPE A)2 /A5-220UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120 UP UP FDC C C UP FDCUNIT 2B.01 /A5-220 UNIT 1C.01 /A5-130 UNIT 2C.01 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A)1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNKEY PLAN B 21 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/25/2020Jordan & Skala Engineers Project Number: Drawn By:Checked By: 555 17th Street, Suite 700 Denver, CO 80202 p:303-586-2375 f: 303-586-2376 SLEJ 2080093 of 21SITE PHOTOMETRIC PLAN - SECTOR BSCALE:1 SITE PHOTOMETRIC PLAN - SECTOR B 1" = 30'-0"NORTH PROPERTY LINE PROPERTY LINE S. GALAPAGO STREET Page 280 of 367 22 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/25/2020Jordan & Skala Engineers Project Number: Drawn By:Checked By: 555 17th Street, Suite 700 Denver, CO 80202 p:303-586-2375 f: 303-586-2376 SLEJ 2080093 of 22LIGHT FIXTURE SPECIFICATIONSTYPE: A1 TYPE: B1 TYPE: B2 Page 281 of 367 23 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/25/2020Jordan & Skala Engineers Project Number: Drawn By:Checked By: 555 17th Street, Suite 700 Denver, CO 80202 p:303-586-2375 f: 303-586-2376 SLEJ 2080093 of 23LIGHT FIXTURE SPECIFICATIONSTYPE: C1 TYPE: C2 TYPE: C3 Page 282 of 367 24 32 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120109/25/2020Jordan & Skala Engineers Project Number: Drawn By:Checked By: 555 17th Street, Suite 700 Denver, CO 80202 p:303-586-2375 f: 303-586-2376 SLEJ 2080093 of 24LIGHT FIXTURE SPECIFICATIONSTYPE: D1 TYPE: D2 Page 283 of 367 of24 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2024 7500 1500 · Page 284 of 367 of25 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2025 Page 285 of 367 PARCEL 3A PARCEL 2C PARCEL 3B D D PARCEL 2A N00°02'12"E2637.76 BASIS OF BEARINGS D of26 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2026 GRAPHIC SCALE ( IN FEET ) 1 inch = ft.30 MATCHLINEBOUNDARY & PARCELSHEET #2Page 286 of 367 PARCEL 2B PARCEL 2A D PARCEL 2A N00°02'12"E 2637.76BASIS OF BEARINGS PARCEL 4APARCEL 4BPARCEL 6PARCEL 5of27 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2027 GRAPHIC SCALE ( IN FEET ) 1 inch = ft.30 MATCHLINEBOUNDARY & PARCELSHEET #1Page 287 of 367 PARCEL 3A PARCEL 3B L=170.27'R=3880.41' D=2°30'51"CH=N17°07'49"E170.25'PARCEL 2C N00°04'28"W12.19N89°42'45"E88.62S00°01'27"E628.60 N18°23 ' 1 4 " E 376.46 L=101.70'R=5779.65' D=1°00'29"CH=N14°56'05"E101.70' of28 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2028 GRAPHIC SCALE ( IN FEET ) 1 inch = ft.20 MATCHLINETOPOGRAPHICSHEET #2Page 288 of 367 PARCEL 2APARCEL 5PARCEL 6PARCEL 2A S00°01'10"E200.13 N00°01'36"E200.14N89°37'29"E126.85S89°37'08"W127.02 S45°11'26"W14.19 S89°39'19"W105.35 N00°02'12"E9.40 S89°39'32"W168.57S00°01'36"W486.59 S44°49'08"W8.87 N00°02'13"E490.97 N18°23 ' 2 3 " E 69.25N89°37'29"E137.52of29 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2029 GRAPHIC SCALE ( IN FEET ) 1 inch = ft.20 MATCHLINETOPOGRAPHICSHEET #1MATCHLINE TOPOGRAPHIC SHEET #3 MATCHLINETOPOGRAPHICSHEET #4Page 289 of 367 PARCEL 2B S00°02'12"W399.59 N18°23 ' 1 4 " E 416.80 N88°13'32"W131.28N00°02'13"E490.97 of30 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2030 MATCHLINE TOPOGRAPHIC SHEET #2 MATCHLINE TOPOGRAPHIC SHEET #4 GRAPHIC SCALE ( IN FEET ) 1 inch = ft.20 Page 290 of 367 PARCEL 4APARCEL 4BL=62.05'R=39.50' D=90°00'19"CH=S44°23'17"E55.86' S44°49'08"W8.87 S00°01'36"W12.51S89°23'21"E98.29S00°35'00"W8.48 N88°13'30"W294.54of31 31 SHEET NUMBER:ISSUE DATE: DATEREVISIONSBYPREPAREDFOR:DESIGNED BY: DRAWN BY: JOB NUMBER: LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANALTA/NSPS LAND TITLE SURVEYDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/2031MATCHLINETOPOGRAPHICSHEET #2MATCHLINE TOPOGRAPHIC SHEET #3 GRAPHIC SCALE ( IN FEET ) 1 inch = ft.20 Page 291 of 367 EXHIBIT A A PARCEL OF LAND BEING A PORTION OF WEST CORNELL AVENUE, THE SIXTEEN (16) FOOT WIDE ALLEY IN BLOCK 1 OF TAYLOR'S ADDITION, AND ALL OF PARCEL 2 AND PARCEL 3 AS DESCRIBED AT BOOK 5712, PAGE 490, ALL DOCUMENTS AS FILED IN THE ARAPAHOE CLERK AND RECORDER'S OFFICE; SITUATED IN THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF ARAPAHOE, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID BLOCK 1; THENCE S89"37'29nW, ALONG THE NORTH LINE OF LOT 49 OF SAID BLOCK 1, A DISTANCE OF 126.85 FEET TO THE NORTHWEST CORNER OF SAID LOT 49; THENCE soo·o1'36"W, ALONG THE WEST LINE OF LOTS 42 THROUGH 49, INCLUSIVE, OF SAID BLOCK 1, A DISTANCE OF 200.14 FEET TO THE SOUTHWEST CORNER OF SAID LOT 42; THENCE S89"37'08n W A DISTANCE OF 16.00 FEET TO THE SOUTHEAST CORNER OF LOT 8 OF SAID BLOCK 1; THENCE N00"01 '36n E, ALONG THE EAST LINE OF LOTS 1 THROUGH 5, INCLUSIVE, OF SAID BLOCK 1, AND THE WEST LINE OF PARCEL 3 OF SAID BOOK 5712, PAGE 490, A DISTANCE OF 249.63 FEET TO THE NORTHWEST CORNER OF SAID PARCEL 3; THENCE N89"39'32nE, ALONG THE NORTH LINE OF SAID PARCEL 3 AND SAID PARCEL 2, A DISTANCE OF 142.81 FEET TO A POINT ON THE EAST LINE OF SAID BLOCK 1 EXTENDED NORTHERLY; THENCE S00"01 '1 O n E, ALONG THE EAST LINE OF SAID BLOCK 1 EXTENDED NORTHERLY, A DISTANCE OF 49.40 FEET TO THE POINT OF BEGINNING; CONTAINING: 10,263 SQUARE FEET, 0.236 ACRES, MORE OR LESS. THIS LEGAL DESCRIPTION WAS PREPARED BY: DON LAMBERT, PLS 30830 FOR AND ON BEHALF OF Esi land surveying, lie �;�USERS\D0N l.AMBERT\ESI 1EAM DROPBOX\ESI PROJEClS\DARlMOUTH & GALAPAG0\ESI ENGLEWOOD APARlMENlS SUBDIVISION Pl.AT 101820.DWG 11/24/2020 2:00 SHEET 1 OF 2 Esi land surveying, lie 3531 S. Logan St. D-324 Englewood, CO 80113 Ph: 303-340-0113 DAlE 10/28/20 PROJECT NO. 20-009 Page 292 of 367 PARCEL 3A20040EXHIBIT APage 293 of 367 Page 294 of 367 PARCEL 6PARCEL 540080Page 295 of 367 UPFDCDNDNSTAIR 3MAINTENANCECOMM. ROOMSTAIR 2STAIR 1WATER ENTRYCOMM. ROOMUNIT 0A.0UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 0A.0 (TYPE A)2 /A5-0108.11% DN6.90% DN8.33% DN8.33% DNUP UP DN UNIT 0A.0 1 /A5-010 UNIT 1B.1 2 /A5-120 STAIR 1STAIR 2STAIR 3 COMM. WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A) 2 /A5-220 UNIT 1B.0 1 /A5-120 UNIT 1B.0 1 /A5-120 UNIT 1B.0 1 /A5-120 UP FDCUNIT 2B.0 1 /A5-220 UNIT 1B.1 2 /A5-120 UNIT 1C.0 1 /A5-130 STAIR 1STAIR 2 UNIT 1B.0 1 /A5-120 WATER ENTRY COMM.8.33% DNUNIT 1B.0 1 /A5-120 3.19% DNUPFDCUNIT 2B.01 /A5-220UNIT 1B.12 /A5-120UNIT 1C.01 /A5-130STAIR 1STAIR 2UNIT 1B.01 /A5-120WATER ENTRYCOMM.8.33% DNUNIT 1B.01 /A5-1203.19% DNUP FDCUNIT 2B.01 /A5-220 UNIT 1C.01 /A5-130 UNIT 2C.0 1 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUP FDCUNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 UNIT 2C.0 1 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUPFDCUNIT 2B.01 /A5-220UNIT 1C.01 /A5-130UNIT 2C.01 /A5-230STAIR 1STAIR 2UNIT 1B.2 (TYPE A)1 /A5-121WATER ENTRYCOMM.6.25% DN8.33% DN8.33% DNUPUPDNUNIT 0A.01 /A5-010UNIT 1B.12 /A5-120STAIR 1STAIR 2STAIR 3COMM.WATER ENTRY8.33% DN5.79% DN4.49% DN4.69% DNUNIT 2B.0 (TYPE A)2 /A5-220UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120UNIT 1B.01 /A5-120C CUP FDCUNIT 2B.0 1 /A5-220 UNIT 1C.0 1 /A5-130 UNIT 2C.0 1 /A5-230 STAIR 1STAIR 2 UNIT 1B.2 (TYPE A) 1 /A5-121 WATER ENTRY COMM.6.25% DN8.33% DN8.33% DNUP UP 12344321FILING EM S GALAPAGO ST (ROW VARIES)W DARTMOUTH AVE(ROW VARIES)RAILR O A D 645' OF SECTION A 193' OF SECTION B 438' OF SECTION A W CORNELL AVEW BATES AVE1.8%1.8%1.8%1.8%1.8%1.8%1.8%1.8%1.8%1.8%1.8%1.8%EXISTING GROUND PROPERTY LINE 10' 2'' MAX DROP 1.8%EXISTING GROUND PROPERTY LINE 10' 2'' MAX DROP 1.8% WINSLOW CRANERAILROAD WINSLOW CRANERAILROAD 8'' 6'' 8'' 6'' HORIZONTAL SCALE: 1" = 5050 50' 0 1 OF 1 RLEG PROJ NO. 181201 WINSLOW CRANE TRAIL EASEMENT EXHIBIT NSHEET NUMBER: 7853 E. ARAPAHOE COURT, SUITE 2500 CENTENNIAL, CO 80112 PHONE: 303-841-9365 PROPERTY LINE 10' TRAIL EASEMENT RAILROAD ROW LINE SECTION A DETAIL: SLOPE TOWARDS PROJECT SCALE: 1" = 2' SECTION B DETAIL: SLOPE TOWARDS RAILROAD SCALE: 1" = 2' A A AB KEY: 10' WIDE CONCRETE TRAIL TRAIL / GRADE CROSSING TO BE DETERMINED BY CITY 10' WIDE CONCRETE TRAIL PROPERTY LINE PROPERTY LINE EX RAILROAD BRIDGE OVERPASS EX 30' CITY UE ALIGN TRAIL WITH GRADE CROSSING BY CITY RADIUS = 25' A 93' OF SECTION A TRAIL ALIGNMENT TO BATES TO BE DETERMINED AND COORDINATED WITH CITY ONCE PROJECT INFRASTRUCTURE REQUIREMENTS ARE KNOWN. PROJECT SITE Page 296 of 367 1 MEMORANDUM OF UNDERSTANDING Between The City of Englewood and W H Investments, Inc. This Memorandum of Understanding ("MOU") is entered into between the City of Englewood ("City"), whose address is 1000 Englewood Parkway, Englewood, Colorado 80110 and W H Investments, Inc., a Colorado corporation ("Owner/Developer"), whose address is , collectively referred to as the "Parties". RECITALS WHEREAS, the City of Englewood, is a home rule municipality organized under Article XX, Section 6 of the Colorado Constitution; WHEREAS, the Owner/Developer is creating a Planned Unit Development ("PUD") for the former Winslow Crane site bordered by West Dartmouth Avenue on the South, South Galapago Street on the East, South Santa Fe Drive on the West, and West Bates Avenue on the North; WHEREAS, the City of Englewood has requested of the Owner/Developer a dedication of a ten- foot (10') wide trail easement along the western edge of proposed development property, as depicted on the PUD Site Development Plan; WHEREAS, the City of Englewood has requested that the Owner/Developer allow temporary access five feet (5’) outside of the ten-foot (10’) wide trail easement, unless obstructed by a building or other architectural feature, in order to provide adequate access for the construction of the rail trail and for any maintenance, including removal and replacement, required after the rail trail has been constructed; WHEREAS, the construction of the proposed pedestrian trail will take place sometime after construction of the development; THEREFORE, in consideration of the mutual promises, covenant and considerations contained herein, the sufficiency of which are acknowledged and confessed, the Parties agree as follows: PURPOSE This MOU shall define the framework for facilitating the construction of the proposed ten-foot trail by the City along the Western edge of the property as set forth on Exhibit A, attached hereto. During the construction of the trail, accessible access, compliance with the Fair Housing Act and building codes, shall be maintained to all building doors fronting the trail. Fencing of the construction site shall not block the accessible route as shown on the PUD drawings. OWNER/DEVELOPER RESPONSIBILITIES 1. The Owner/Developer will grant a temporary, revocable license for temporary construction access to the pedestrian trail through the Winslow Crane Apartments site. Such access shall Page 297 of 367 2 be provided to City employees, contractors, subcontractors, consultants and design professionals ("Agents") in a defined area, as agreed to with Owner/Developer or their agents a minimum of thirty-days (30) prior to any activities taking place. 2. The Owner/Developer agrees to construct permanent fall protection around any hazards such as a detention pond adjacent to the pedestrian trail. The Owner/Developer agrees to allow pedestrian trail signage to be placed outside of the trail easement in for a clear ten-foot (10') wide trail to be constructed. The signage posted along trail shall direct users of the trail to stay on the trail and not navigate through the Winslow Crane Apartments. 3. Maintenance of the sidewalk and landscaping within the trail easement will be the responsibility of the Owner/Developer until such time that construction begins on the public trail. Upon the start of construction, the City will be responsible for the maintenance and condition of the trail easement and trail infrastructure. CITY RESPONSIBLITIES 4. Construction of the proposed trail is the responsibility of the City, all construction site safety and security, including temporary staging, is the responsibility of the City during construction. The defined work areas shall be graphic in nature and shall indicate in detail the nature of the impact to the apartment development. 5. The City shall endeavor to use the RTD property to the west of the trail easement for construction activities in order to limit the disturbance to residents at the Winslow Crane Apartments. 6. Placement of any signage shall not conflict with existing easements, underground sprinklers or utilities, and the sign face shall not be closer than three feet to any pedestrian sidewalk. Maintenance and repair of the trail signs is the responsibility of the City. 7. The City shall relocate any irrigation facilities, as necessary to ensure no loss of irrigation to landscape outside of the trail easement. 8. The City or its Agents shall repair or replace any damage to grading, landscaping, paving, flatwork, fences, structures or improvements at the Winslow Crane Apartments within thirty (30) days of the date that the damage occurred. 9. The City shall not permit any party other than the City's agents to enter upon or use the Winslow Crane Apartments property during the temporary construction access. The City's use of the temporary construction access shall not interfere with the reasonable use and enjoyment of the Winslow Crane Apartments property. 10. The City shall not permit or suffer any liens or claims for non-payment for labor, services, materials, goods, tools or equipment furnished at the request of the City ("Lien Claims"). The City shall indemnify, defend and hold Owner/Developer harmless from and against all Lien Claims. 11. The City shall require its Agents to defend, indemnify and hold harmless the Owner/Developer and the tenants and occupants of the Winslow Crane Apartments from and against all claims, damages, losses, liabilities, penalties, fines, costs and expenses (including attorney's fees and expenses), for personal injury, bodily injury, death, damage to property, environmental damage or environmental response costs arising out of or in any way connected with the construction, maintenance Page 298 of 367 3 or repair of the pedestrian trail or the use of the temporary construction access. The City of Englewood’s covenant to indemnify hereunder (a) shall not be deemed a waiver of sovereign immunity under the Colorado Governmental Immunity Act (the “Act”), (b) shall only be effective to the extent of the limits of the Act as set forth in C.R.S. Section 24-10-114, as those may be amended from time to time, and (c) shall only be effective if City’s obligation to indemnify is insured by the Colorado Intergovernmental Risk Sharing Agency (“CIRSA”) or CIRSA’s successor as City’s general liability carrier. The parties acknowledge that a purported indemnification by City may violate the state constitution and be an ultra vires act. 12. The City and its Agents will obtain and maintain during the entire trail construction and use of the temporary construction access, worker's compensation and employers' liability insurance, auto liability insurance, and primary commercial general liability insurance, written on a broad form occurrence basis including ongoing and completed operations and contractual coverage for the indemnity agreement above in Paragraph 11, and with no exclusions for any of the work to be performed for the trail construction, with per occurrence and aggregate limits of at least $2,000,000, with defense outside the limits, and excess or umbrella liability insurance written on a following basis with limits of at least $10,000,000. All policies of primary and excess liability insurance shall name the Owner/Developer, its managers, members, agents and employees, and all tenants and/or occupants of Winslow Crane Apartments, as additional insureds on a primary and noncontributory basis, with no exclusions not contained in the primary and excess liability insurance policies, for both ongoing and completed operations coverages, and shall waive the right of subrogation against any additional insured. Each auto, primary and excessive liability insurance policy shall provide that it will not be canceled without thirty days' (30) prior written notice to Owner/Developer. MISCELLANEOUS PROVISIONS 13. The duration for the construction of the pedestrian trail and use of the temporary construction access shall not exceed one hundred eighty (180) days from the beginning of actual construction. 14. The temporary construction access shall terminate within one-hundred (100) days after completion of the trail construction or one-hundred (100) days after the first entry upon the Winslow Crane Apartments property, whichever occurs first. 15. Work hours for construction of the pedestrian trail are 7:00 a.m. to 7:00 p.m. Monday through Friday. No work shall be performed on Saturday or Sunday. 16. Staging of materials, equipment, parking and crews ("temporary staging area") shall be limited to ten parking spaces and the location shall be agreed upon by the Owner/Developer and City, thirty (30) days prior to construction. No fire lanes shall be obstructed at any time. 17. No materials or equipment shall be left outside of the boundary of the trail easement or temporary staging area overnight. The temporary staging area shall be fenced at the end of each workday. Areas shall be cleaned daily and left in a usable condition at the end of each workday. 18. The City shall ensure that all units and onsite amenities remain accessible to residents during the construction of the rail trail and during any future trail maintenance work. 19. Upon completion of the work, the City and its Agents shall restore the temporary construction access to the condition it occupied immediately before the City and its Agents had access to the sites. Page 299 of 367 4 20. Upon completion of the work, any future repair or maintenance projects shall not exceed thirty (30) days from the beginning of any maintenance project. 21. The City's use of the temporary construction access shall not interfere with the reasonable use and enjoyment of the Winslow Crane Apartments property. 22. This MOU may be revoked by Owner/Developer for non-compliance by the City or its Agents upon thirty (30) days prior written notice. 23. The MOU shall begin upon the final signature on the document and shall expire upon the completion of the pedestrian trail, and all clean-up and restoration, if any, of the temporary staging area has been completed. 24. Any amendments to this MOU shall be in writing and executed by the parties. No oral modifications shall be enforceable by either party unless reduced to writing and signed by the parties. 25. This MOU may not be assigned without the express written approval of the other party. The Parties hereto have executed this MOU this day of 20 . CITY OF ENGLEWOOD By: Title: W H INVESTMENTS, INC., a Colorado corporation By: Title: ATTEST: By: Stephanie Carlile, City Clerk Page 300 of 367 LANTZ ASSOCIATES June 2020 Revised August 2020 Parking Reduction Study Winslow Crane Site Galapago St at Dartmouth Ave Englewood, CO Prepared for: Dartmouth MFP, LLC Introduction The proposed development of the Winslow Crane Site is requesting that the development be allowed to use parking requirements for Transit Oriented Developments (TOD) as part of their development. A TOD is a development that is near a Transit station. The Institute of Transportation Engineers (ITE) recommends a development should be within 0.25 miles of a station to be a TOD. The Regional Transportation District (RTD) recommends a development should be within 0.5 miles of a station to be a TOD. The Winslow Crane Site is between .3 miles and .4 miles from the Englewood Light Rail Station. TOD’s typically allow a 20% reduction in the required parking when developments are near Rail Transit stations. Many of the Cities in the Metro area are decreasing the amount of parking required for new developments. Comparing Englewood’s requirements to Lone Tree’s and Lakewood requirements will also show that parking requirements can be reduced. Englewood’s requirements call for 345 parking spaces for the Winslow Crane Site. As presently proposed, the number of parking spaces on the Winslow Crane Site is 305. This represents a reduction of only 12% from the requirements. In addition, there will be 4 loading zones that will accommodate a 35’ vehicle. A 20% TOD reduction would require only 276 spaces. The previously approved PUD included the statement “Reduction of parking may be proposed for multi-unit dwellings.” The owners feel comfortable that the proposed parking resulting from the proposed reduction is more than adequate for the development. Page 301 of 367 Parking Reduction Study Winslow Crane Site Page 2 LANTZ ASSOCIATES June 2020 Revised August 2020 2 Reduced Parking Examples Lone Tree The City of Lone Tree recently conducted a Parking Standards Study for multi-family developments. As part of the study the City Staff conducted a review of parking standards at 16 locations throughout the metropolitan area. The study recommended that 1 space per 1 bedroom unit, 2 spaces for 2 and 3 bedroom units, and .25 spaces for guest parking be the standard for the City. This was in the middle of the requirements from the 16 locations that were studied. For TOD developments, the Community Development Director can reduce the required parking by 20%. The light rail line along I-25 has been in operation for several years now, so the City has some experience with TOD requirements. The City of Lone Tree’s review of projects showed that parking was reported to be adequate for the developments studied except where special conditions exist such as in Broomfield where residents don’t like patrons of the event center taking up the on- street parking instead of paying for parking in the provided parking garages. Using the Lone Tree Standards, the Winslow Crane Site would have to provide: Studio & One Bedroom 158 units 140 parking spaces Two Bedroom 45 units 90 parking spaces Guest Spaces 203 units 51 parking spaces Total Residential 281 parking spaces Total spaces required 281 Total spaces w/-20% 225 Total spaces provided 305 (80 extra spaces) Lakewood The City of Lakewood recently updated their parking standards. The West Corridor light rail has been in operation for over two years now, so the City has some experience with parking for TOD’s. The residential standards are a minimum of 1 space per unit and a maximum of 2 spaces per unit. The maximum in TOD areas are 1 space per unit. Page 302 of 367 Parking Reduction Study Winslow Crane Site Page 3 LANTZ ASSOCIATES June 2020 Revised August 2020 3 Using Lakewood’s minimum requirements, the Winslow Crane Site would have to provide: Multifamily units 203 units 203 parking spaces Minimum spaces required 203 Total spaces w/-20% 162 Total spaces provided 305 (143 extra spaces) Thus the proposed number of spaces for the Winslow Crane Site far exceeds the Lakewood requirements. Conclusion The parking spaces proposed for the Winslow Crane Site development were compared to parking standards for the City of Lone Tree and the City of Lakewood and in both cases the number of spaces provided exceeded the number that would be required. Both of these jurisdictions have light rail lines and thus have experience with TOD developments. Both allow a reduction in parking spaces in TOD areas. The spaces required in these jurisdictions were calculated using the normal standards and were reduced 20% for TOD. The Winslow Crane Site is a TOD site as it is within the 0.5 mile distance recommended by RTD and very close to the 0.25 mile distance recommended by ITE. The Site has internal and external sidewalks and is providing trail easements within the site. This allows pedestrians and bicyclists to have convenient access to the Englewood Light Rail Station. In examining the above information it is clear that the number of parking spaces proposed for the Winslow Crane Site exceed the requirements of other jurisdictions that have successful parking standards. The number of parking spaces as proposed appears to be reasonable for the project even if it is not a TOD due to the vicinity of the Englewood Light Rail Station the easy access to the Station via sidewalk or bicycle trails and other mitigation factors. In my professional opinion, the number of parking spaces proposed exceeds what I believe to be adequate parking for a successful project. Page 303 of 367 Page 304 of 367 Trip Generation Analysis Winslow Crane Site Galapago St at Dartmouth Ave Prepared For: Dartmouth MFP, LLC Prepared By: Fred Lantz LANTZ ASSOCIATES 13335 W 72nd Cir Arvada CO 80005 303-887-3714 fredlantz@comcast.net April 2020 Page 305 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 1 LANTZ ASSOCIATES April 2020 Table of Contents Table of Contents ............................................................................................................... 1 Introduction ........................................................................................................................ 2 Figure 1 – Site Location ............................................................................................... 2 Existing Conditions ............................................................................................................. 3 Proposed Development ...................................................................................................... 3 Figure 2 – Site Plan ..................................................................................................... 4 Trip Generation .............................................................................................................. 5 Table 1 – Trip Generation Rates ................................................................................. 5 General Iron Site ............................................................................................................. 5 Table 2 – Trips Generated at Iron Works Compared to 2012 Projections .................. 5 Winslow Crane Site ......................................................................................................... 6 Table 3 – Trips Generated at Winslow Crane Site Compared to 2012 Projection ...... 6 Trip Reductions ............................................................................................................... 6 Table 4 – Reduced Trips for Transit Oriented Design ................................................. 7 Table 5 – Difference in Study Trips for Transit Oriented Design ................................ 7 Trip Distribution .............................................................................................................. 8 LOS Analysis ........................................................................................................................ 8 Conclusions and Recommendations ................................................................................... 8 Appendix ............................................................................................................................. 9 Page 306 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 2 LANTZ ASSOCIATES April 2020 Introduction This Trip Generation Analysis addresses the amount of traffic that will be generated by the redevelopment of the Winslow Crane Site on the northwest corner of Galapago St and Dartmouth Ave. The Analysis will compare the presently proposed development to the development proposed in the 2012 Traffic Impact Study. Figure 1 shows the site location. Figure 1 – Site Location © 2020 Google © 2020 Google © 2020 Google N Inca StBates Ave Dartmouth AveGalapago StFox StSanta Fe DrSITE Page 307 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 3 LANTZ ASSOCIATES April 2020 Existing Conditions The property is presently used for Industrial Uses with the Winslow Crane business. All the streets in the area of the proposed development are local streets. Many of the streets to the east of the industrial site are signed to prohibit trucks from using those streets. Galapago St, Fox St, Bates Ave and Elati St form the truck route in the area. Traffic counts in 2012 indicate Galapago north of Dartmouth has 33% trucks and Elati north of Bates has 52% trucks. As the area redevelops away from Industrial, the truck traffic will decrease. To the south of the site is Dartmouth Ave the major Arterial street in the area that handles most of the traffic to and from the site. Proposed Development The proposed development will consist of 203 multifamily units. The development will access Galapago St at 4 full turn accesses. The single family houses on the south end of Galapago St near Dartmouth will remain and are not a part of this development. This site was a part of the W.H. PUD & Sand Creek PUD that was proposed in 2012. At that time a Traffic Impact Study was prepared for the development. The Winslow Crane Site is the portion of the previous study that was called the South Area. The North Area of the 2012 is presently under development as the General Iron Site. A copy of the 2012 Traffic Impact Study is included in the appendix. The proposed Site Plan for the Winslow Crane Site is shown in Figure 2. Page 308 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 4 LANTZ ASSOCIATES April 2020 Figure 2 – Site Plan BIOSWALECLUB &LEASING2 LEVELS@8,000 SFPOOL& SPADETENTION.23 ACRESBIOSWALEBIOSWALEBIOSWALEHHHHHHHHHHDOG PARKBIOSWALETRTRH5' SETBACK2' SETBACK 2' SETBACK 5' SETBACK10'' SETBACKHBUILDING ABUILDING ABUILDING ABUILDING BBUILDING BBUILDING BBUILDING CBUILDING EBLDG DBLDG DBLDG DArchitecture + Planning820 16th Street, Suite 535Denver, CO 80202303.825.6400ktgy.comMetropolitan Residential Advisors2019 S. Galapago StDenver, CO 80223ENGLEWOOD, COLORADO # 2018-0060WINSLOW CRANE SITESITE PLANDECEMBER 2, 2019010020050A1.0FEASIBILITY STUDYGalapago StreetRail Lines & Santa Fe DriveW Dartmouth Avenue W Cornell Avenue W Bates Avenue Page 309 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 5 LANTZ ASSOCIATES April 2020 Trip Generation The proposed development on the Winslow Crane Site will be 203 multifamily units. Since this site was combined with the General Iron site to the north in the 2012 Traffic Impact Study, trips will be estimated for both sites. Table 1 below shows the trip generation rates from the Institute of Transportation Engineers Trip Generation Manual 10th Edition for the land uses that are proposed. Trip Generation Rates - Weekday ITE Code Land Use Unit Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 210 Single Family du 9.44 0.18 0.56 0.74 0.62 0.37 0.99 220 Multifamily (Low-Rise) du 7.32 0.11 0.35 0.46 0.35 0.21 0.56 Du = Dwelling Unit Table 1 – Trip Generation Rates General Iron Site Table 2 indicates the the number of trips that the General Iron Site will generate for daily and peak hour periods. These trips are compared to the trips projected in the 2012 Traffic Impact Study Trips Generated - Weekday ITE Code Land Use Size Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 210 Single Family 31 du 293 6 17 23 19 12 31 220 Multifamily (Low-Rise) 175 du 1281 19 61 80 61 37 98 Total General Iron Trips 1574 25 78 103 80 49 129 221 Apartments (2012) 350 2328 35 144 179 140 77 217 Difference in General Iron Trips -754 -10 -66 -76 -60 -28 -88 Table 2 – Trips Generated at Iron Works Compared to 2012 Projections As the above table indicates, the development of the Iron Works north of the Winslow Crane Site is expected to generate 754 fewer trips daily, 76 fewer trips in the AM peak Page 310 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 6 LANTZ ASSOCIATES April 2020 hour and 88 fewer trips in the PM peak hour than was predicted in the 2012 Traffic Impact Study. Winslow Crane Site Table 3 indicates the he number of trips that the Winslow Crane Site will generate for daily and peak hour periods. These trips are compared to the trips projected in the 2012 Traffic Impact Study Trips Generated - Weekday ITE Code Land Use Size Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 220 Multifamily (Low-Rise) 203 du 1486 22 71 93 71 43 114 220 Apartments (2012) 210 1396 21 86 107 84 46 130 Difference in Winslow Crane Site +90 +1 -15 -14 -13 -3 -16 Table 3 – Trips Generated at Winslow Crane Site Compared to 2012 Projection As the above table indicates, the development of the Winslow Crane Site is expected to generate 90 more trips daily, 14 less trips in the AM peak hour and 16 less trips in the PM peak hour than was predicted in the previous traffic impact study. Thus the Winslow Crane site generates slightly more daily trips, but generates fewer peak hour trips. Trip Reductions The Iron Works and the Winslow Crane developments are located near the light rail station, which makes these transit oriented developments. Some of the vehicular trips will be replaced by people walking and riding bicycles to the light rail station. ITE recommends that in the case of a transit oriented development that the number of vehicle trips be reduced. In this study, the number of trips will be decreased by 20% to reflect the transit oriented development. Table 4 shows the reduced number of trips for both developments combined. Page 311 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 7 LANTZ ASSOCIATES April 2020 Trips Generated - Weekday ITE Code Land Use Size Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 220 Iron Works Site 206 du 1574 25 78 103 80 49 129 220 Winslow Crane Site 203 du 1486 22 71 93 71 43 114 Total Iron Works & Winslow Crane 3060 47 149 196 151 92 243 Total with 20% Reduction for TOD 2448 38 119 157 121 74 195 Table 4 – Reduced Trips for Transit Oriented Design (20% Reduction in Trips) As the above table indicates, the development of the combination of the Iron Works Site and the Winslow Crane Site is expected to generate 2448 trips daily, 157 trips during the AM peak hour and 195 trips during the PM peak hour after a 20% reduction to reflect the Transit Oriented Design. The Transit Oriented Design trips calculated for both the Iron Works and Winslow Crane Site with this traffic analysis will be compared to the trips projected for the North Site and the South Site in the 2012 Traffic Impact Study. This is summarized in Table 5. Trips Generated - Weekday Studies Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Previous Study (2012) 2971 45 184 229 179 99 278 This study (General Iron & Winslow) 2448 38 119 157 121 74 195 Difference Study Trips -523 -7 -27 -72 -58 -25 -83 Table 5 – Difference in Study Trips for Transit Oriented Design (20% Reduction in Trips) As the above table indicates, the development of the Winslow Crane Site and the General Iron Site is expected to generate 523 fewer trips daily, 72 fewer trips in the AM peak hour and 83 fewer trips in the PM peak hour when compared to the 2012 traffic Page 312 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 8 LANTZ ASSOCIATES April 2020 impact study. Thus the Winslow Crane site and the General Iron site will generate less daily trips, and less peak hour trips. Trip Distribution Using the existing traffic patterns and the patterns that will occur with the proposed development, the trips generated by the Winslow Crane site will be the same as the trip distribution in the 2012 Study. Because of the decrease in trips cause by Covid-19, traffic counts cannot be updated at this time. LOS Analysis The 2012 study indicated that LOS at the intersections in the area would change very little with the addition of the north and south developments. Since the Iron Works development is predicted to generate fewer peak hour vehicles and the Winslow Crane site will also generate fewer peak hour vehicles, it is expected that the LOS at the adjacent intersections will be better or remain as predicted in the 2012 study. The Dartmouth and Inca signalized intersection is expected to operate at LOS B or better in the short term and the long term (2032). The intersection of Galapago and Dartmouth is expected to have all directions operating at LOS B or better in the short and long term (2032). Conclusions and Recommendations This Trip Generation Analysis examines the impact of the proposed multifamily development at the northwest corner of Galapago St and Dartmouth Ave. Access to the development will be from 4 full accesses along Galapago St. The single family homes on Galapago St near Dartmouth are to remain and are not a part of this development. The development is expected to generate 1486 weekday trips, 93 AM peak hour trips and 114 PM peak hour trips. The trips from the proposed Winslow Crane Site and the adjacent Iron Works site are quite a bit less than the trips predicted in the 2012 Traffic Impact Study of these sites. Since the 2012 study showed that the development would have little if any impact on the adjacent roadways, this development will also have little if any impact as the number of generated trips are less than those in the 2012 study. Page 313 of 367 Winslow Crane Site Galapago St at Dartmouth Ave 9 LANTZ ASSOCIATES April 2020 This Trip Generation Analysis indicates that the findings of the 2012 Traffic Impact Study are still valid. The development will have little or no impact and the roadways in the area can easily accommodate the additional traffic. Appendix 2012 Traffic Impact Study Page 314 of 367 County Rd 10 County Rd 31 ! ! ! ! ! Traffic!Impact!Study! ! W.H.!PUD!&!Sand!Creek!PUD!! Englewood,!Colorado! ! ! ! ! ! ! ! ! Prepared!By:!! Baseline!Engineering!Corporation! 700!12th!Street!#!220! Golden,!Colorado!80401! Fred!Lantz! Traffic!Engineer! ! August!2012! Page 315 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 1 Table!of!Contents! Table of Contents ................................................................................................................ 1! Introduction ......................................................................................................................... 2! Figure 1 - Site Location ............................................................................................... 2! Existing Conditions ............................................................................................................. 2! Figure 2 - Existing Traffic Volumes ........................................................................... 3! Existing Level of Service (LOS) ..................................................................................... 4! Table 1 – Existing LOS ............................................................................................... 4! Proposed Development ........................................................................................................ 4! Figure 3 – Conceptual Site Plan .................................................................................. 5! Trip Generation ............................................................................................................... 6! Table 2 – Trip Rates and Site Generated Trips ........................................................... 6! Table 3 – Reduced Trips for Transit Oriented Design ................................................ 7! Table 4 – Net Increase in Trips ................................................................................... 7! Distribution of Trips ........................................................................................................ 7! Figure 4 – Distribution Percentages ............................................................................ 8! Site Generated Traffic ..................................................................................................... 8! Figure 5 – Site Generated Traffic ................................................................................ 9! Short and Long Term Traffic Analysis ......................................................................... 10! Figure 6 – Short Term Background Traffic ............................................................... 10! Figure 7 - Short Term Total Traffic .......................................................................... 11! Figure 8 - Long Term Background Traffic ................................................................ 12! Figure 9 - Long Term Total Traffic ........................................................................... 13! Short Term and Long Term LOS .................................................................................. 14! Table 5 – Future LOS ................................................................................................ 14! Conclusions and Recommendations .................................................................................. 15! Appendix ........................................................................................................................... 16! !! Page 316 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 2 Introduction! This traffic impact study addresses the traffic generated by the proposed W.H. PUD & Sand Creed PUD. The proposed development is located on the east side of the railroad/RTD tracks, north of Dartmouth Ave, and west of Galapago St and Elati St. The area presently contains Industrial uses. The proposed use is apartments. This study will focus on the traffic impact at the intersections along Dartmouth Ave. Traffic using Elati St north of the site and Bates Ave east of the site to access the proposed development will also be determined. The location of the site is shown below in Figure 1. ! Figure!1!M!Site!Location! Existing!Conditions! The site is presently used for Industrial uses. The site is bordered on the west side by the railroad/RTD tracks. No access to the site is available from the west side. The northern portion of the existing development is accessed from Bates Ave. The southern portion of the existing development is accessed from Galapago St. Santa FeDartmouthGalapago ElatiBates SITE SITEPage 317 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 3 All the streets in the area of the proposed development are local streets. Many of the streets to the east of the industrial site are signed to prohibit trucks from using those streets. Galapago St, Fox St, Bates Ave and Elati St form the truck route in the area. Traffic counts indicate Galapago north of Dartmouth has 33% trucks and Elati north of Bates has 52% trucks. To the south of the site is Dartmouth Ave the major Arterial street in the area that handles most of the traffic to and from the site. Figure 2 summarizes the existing AM and PM peak hours. The traffic counts are included in the appendix. Figure!2!M!Existing!Traffic!Volumes! !"#!$%#$&#" $%&#!&% '(#$) $!)#"(&$(#!&!*#!+"#&"*#**#**#* $%*#!&+ *#**#"*#**#&'#* $'*#"(& *#* "()#"(" &"*#**% $)$#!!& &"#*!&%'#*!$%%#"!!#*(%#&&"#""#&& "%!#"*" &*#&' $#' $$%#!'( "#$ *%#*$ *&#*'&$#"*"%#%"!#&(&#%*#%Existing Traffic Volumes ,-./012/34 5 67 81.97::45 67 ;-/7<45 67 =:->4?/@1A4?/B-:-C-D14?/E9F-4?/N AM/PM Peak Hour Page 318 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 4 Existing(Level(of(Service((LOS)( The local streets in the area have relatively low volumes of traffic and the LOS is A or B and therefore are not a capacity concern. The LOS of the intersections along Dartmouth is calculated using the computer program Synchro. The existing LOS at the intersections along Dartmouth are shown in Table 1. Table!1!–!Existing!LOS! As the table indicates, the all of the existing intersections have an LOS of C or better in both the AM and PM peak hours. This means that the intersections are operating at a low capacity. The LOS calculations are included in the appendix. Proposed!Development! The proposed developments for the site are apartments. The application to the City at this time is for zoning, without a specific development plan. This traffic impact assumes 35 units per acre for the development. The trip generation volumes will be calculated using this density. A conceptual development plan is shown in Figure 3. This plan assumes that the northern parcel has access to Elati St, and two access points on Bates Ave. The plan assumes that the southern parcel has access to Galapago St. !"#$%&'(&)%*+$, - *'&)%*+$ - .' %/+0%1".$ 2"#$). 3 3 45"61'0 3 3 45"7*81%3 3 95" :&;% 3 3 95" 61'0 3 3 <5":&;%== <5"7*81%3 3 - .' %/+0%1".$ 2">.?.@.8+ 3 3 45":&;%3 3 A5 5 5 - .' %/+0%1".$ 2"B+C 3 3 45":&;%3 3 95" :&;%3 3 <5 = = A5 = 5 - .' %/+0%1".$ 2"4?.%* 3 3 45 3 3 95 3 3 <5 = = A5 5 5 3D 4C*(%*$8":EA FD Page 319 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 5 Figure!3!–!Conceptual!Site!Plan!! Page 320 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 6 Trip(Generation( The number of trips that would be generated by the assumed density of 35 units per acre and the existing trips from the present industrial use are shown in Table 2. These trips were estimated using the Institute of Transportation Engineers Trip Generation, 8th edition manual. This manual gives the trips rates for various land uses and allows the calculation of the number of trips on a daily basis as well as during the AM and PM peak hours. Trip Generation Rates ITE Code Land Use Unit Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 110 Gen Light Industrial Acres 51.8 6.23 1.28 7.51 1.60 5.66 7.26 220 Apartment DU 6.65 0.10 0.41 0.51 0.40 0.22 0.62 ! Existing Industrial Trips ITE Code Land Use Acres Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 110 Gen Light Industrial (N Site) 10 518 62 13 75 16 57 73 110 Gen Light Industrial (S Site) 6 310 37 8 45 10 34 44 Total 828 99 21 120 26 91 117 ! Generated Trips ITE Code Land Use Units Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 220 Apartment (N Site) 350 2328 35 144 179 140 77 217 220 Apartment (S Site) 210 1396 21 86 107 84 46 130 Total 3724 56 230 286 224 123 347 Table!2!–!Trip!Rates!and!Site!Generated!Trips! The apartments are located near the light rail station, which makes this a transit oriented development. Some of the vehicular trips will be replaced by people walking and riding bicycles to the light rail station. ITE recommends that in the case of a transit oriented development that the number of vehicle trips be reduced. In this study, the number of trips will be decreased by 20% to reflect the transit oriented development. Table 3 shows the reduced number of trips. Page 321 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 7 Transit Oriented Design Generated Trips ITE Code Land Use Units Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 220 Apartment (N Site) 350 1862 28 115 143 112 62 174 220 Apartment (S Site) 210 1109 17 69 86 67 37 104 Total 2971 45 184 229 179 99 278 Table!3!–!Reduced!Trips!for!Transit!Oriented!Design! (20% reduction in Trips) When the proposed development is constructed the number of trips presently generated by the existing industrial uses will be removed from the roadways. Because this is a change in use, the existing trips must be subtracted from the trips that will be generated by the apartments. This will yield the net increase in trips due to the redevelopment of the property. Table 4 shows the net increase in trips. Net Difference in Trips Land Use Daily AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Gen Light Industrial (Existing) 828 99 21 120 26 91 117 Apartments (Proposed) 2971 45 184 229 179 99 278 Difference 2143 (54) 163 109 153 8 117 Table!4!–!Net!Increase!in!Trips! As Table 4 indicates the apartments only add 2143 additional daily trips to the street system. The number of trips entering the development in the AM peak hour will decrease by 54 with the new land use. These differences are due to the types of trips of the existing land use and the proposed use. The existing industrial use has the majority of the trips entering in the AM and exiting in the PM. The apartments on the other hand have the majority of the trips exiting in the AM and entering in the PM, the opposite of the industrial use. While not specifically identified, a large portion of the trips will change from truck traffic to automobile traffic with the change in use from industrial to residential. Distribution(of(Trips( Now that the number of trips generated by the development have been identified, they must the assigned to the roadway network. Using the existing traffic patterns and the patterns that will occur with the proposed development, the trips will be assigned according to the percentages identified in Figure 4. There are different distribution patterns for the two development areas based upon where there access points are located. Thus the trip distribution is shown as the percentage distribution for the north development area and the percentage distribution for the south development area. Page 322 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 8 Figure!4!–!Distribution!Percentages! Site(Generated(Traffic( The net site generated traffic is assigned to the roadway network based upon the Distribution percentages. Figure 5 shows the traffic volumes for the AM and PM peak hour periods !"#$%&'$()*+, -&#., //)*+, 0"$,1)*+,2/"3)4$5&6)4$7"/"8"9&)4$:.; ")4$N 20% N15% N20% N30% N15% N 15% N = Distribution for the North Development Area 15% S = Distribution for the South Development Area 15% S10% S75% SPage 323 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 9 Figure!5!–!Site!Generated!Traffic! (!"#$%"#&'#(! !"#() ('#&! ('#!*("#+%#%"#''#) ('#(+ %#%%#%%#%%#%*#(& (%#(* %#% !'#+( %#% $"#"% "#"%#%'#+(%#)%#%"#'"#(( (%#) %#% '#) )#(* %#% *#!& ("#("("#"!*#'"%#%%#%%#%Generated Traffic ,-./012/34 5 67 81.97::45 67 ;-/7<45 67 =:->4?/@1A4?/B-:-C-D14?/E9F-4?/N (AM/PM Peak Hour) Page 324 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 10 Short(and(Long(Term(Traffic(Analysis( In order to determine the traffic impacts of the proposed development, the short term and long term traffic with the development included is compared to the short term and long term background traffic. Short term traffic is defined as two years from the present and the long term is defined as 20 years from the present. The background traffic was inflated to represent a 1% per year growth rate. Figures 6-9 show the short term and long term background and total traffic. Figure!6!–!Short!Term!Background!Traffic! !!"!#$"%&"# %%'"!(# )&"#' %)*"#&&#"&#("(("(("( %%&"!$' ("(("#("(("&)"( %*&"#&& ("( #&+"#&# &##"(() #'%"!)% &#"()&%'"(!+$%"#)!"('$"&&#"##"&& #%)"#$! &("&) %") %#("!*$ #"% ($"(% (&"(*&%"#$#%"$!!"&'&"$("$Short Term Background Traffic Volumes ,-./012/34 5 67 81.97::45 67 ;-/7<45 67 =:->4?/@1A4?/B-:-C-D14?/E9F-4?/N (AM/PM Peak Hour) Page 325 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 11 ( Figure!7!M!Short!Term!Total!Traffic! !!"!#$%!&#'!#!$ &$'#$() '*#!!! &)*#'"'(*#!'(#()#(!#) &&)#$&! (#((#'(#((#!(#!$ &%+#'(! (#( &+(#'+" !''#(() '%$#$)% ("#()!&*#($+"!#$'!$#(!"#!!!*#'(#(! '$"#'"$ !(#!) (#!( &&$#$++ '#& !)#&) &$#(("*#(!&+#$%$#!*!#"(#"Short Term Total Traffic Volumes ,-./012/34 5 67 81.97::45 67 ;-/7<45 67 =:->4?/@1A4?/B-:-C-D14?/E9F-4?/N (AM/PM Peak Hour) Page 326 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 12 Figure!8!M!Long!Term!Background!Traffic! !"#!!$#%&#' %&!#!(' "$#%) %'(#'*&'#&"+#++#++#+ %&"#!$+ +#++#'+#++#&"#+ %''#'*& +#+ '&&#'*' &"+#+'" %)(#!)( &"#(&&'$#(&!$*#'!!#+$$#&('#''#&( '$(#'(* &$#+* %#" %(+#"*$ '#% +"#+) +%#(+&!#'+'$#$+!#&+&#$+#$Long Term Background Traffic Volumes ,-./012/34 5 67 81.97::45 67 ;-/7<45 67 =:->4?/@1A4?/B-:-C-D14?/E9F-4?/N (AM/PM Peak Hour) Page 327 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 13 Figure!9!M!Long!Term!Total!Traffic! !"#"$%#&'#() &%(#!(! *(#')$ &&%#*)&)'#'+)#)"#('#! &)&#!&( )#))#*)#))#'(#'! &!%#*'' )#) &"%#*"( '")#)*" *!&#!+! )*#()'*%#('!(!#!&'!#)&%#'(''#*(#)( **$#*(' '%#)$ (#'( &)*#"'+ *#& )'#&' &$#)*()#)%&+#!"!#')'#%)#%Long Term Total Traffic Volumes ,-./012/34 5 67 81.97::45 67 ;-/7<45 67 =:->4?/@1A4?/B-:-C-D14?/E9F-4?/N (AM/PM Peak Hour) Page 328 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 14 Short(Term(and(Long(Term(LOS( The LOS is calculated with and without the development for both the short term and the long term. Table 2 shows the LOS for the short term background, short term total, long term background and long term total. Table!5!–!Future!LOS! As the above table indicates, there is very little change in the LOS in the future with or without the development. The only direction that exceeds LOS C is the northbound leg at the intersection at Dartmouth and Fox which is predicted to be LOS D. LOS D is an acceptable LOS for the peak hour in the metro area, particularly 20 years from now. ! !"#$%&'(&)%*+$, - *'&)%*+$ - .' %/+0%1".$ 2"#$). 3 3 3 3 3 4 3 3 54"61'0 3 3 3 3 3 3 3 3 54"7*81%3 3 3 3 3 3 3 3 94" :&;% 3 3 3 3 3 3 3 3 94" 61'0 3 3 3 3 3 3 3 3 <4":&;%======== <4"7*81%3 3 3 3 3 3 3 = - .' %/+0%1".$ 2">.?.@.8+ 3 3 3 3 3 3 3 3 54":&;%3 3 3 3 3 3 3 4 A4 4 4 4 4 4 4 4 4 - .' %/+0%1".$ 2"B+C 3 3 3 3 3 4 3 4 54":&;%3 3 3 3 3 3 3 3 94" :&;%3 3 3 3 3 3 3 3 <4 = == = = = = - A4 = 4 = = = = = = - .' %/+0%1".$ 2"5?.%* 3 3 3 3 3 3 3 3 54 3 3 3 3 3 3 3 3 94 3 3 3 3 3 3 3 3 <4 = == = = = = = A4 4 4 4 4 = 4 4 4 3D A1+'%"6&'/:+$8"6&'/ 6+%.?4.) E8'+0$2 6+%.? 3D FD 3D FD 3D FD 4.) E8'+0$2 B0%0'&":GA FD Page 329 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 15 Conclusions!and!Recommendations! The LOS analysis clearly shows that the proposed development can be constructed without adversely affecting the existing roadways. No roadway construction improvements are necessary to accommodate the traffic from the proposed development. The traffic will change on the roadways with the number of trucks decreasing, and the number of automobiles increasing. Some of the increase in the traffic will be offset by the decrease in traffic from the existing industrial area. There will only be a small increase in traffic due to the development during the AM and PM peak hours. The one area that may need some roadway re-striping is the eastbound left turn from Dartmouth onto Galapago. The long term total traffic estimate projects this turning movement to be 120 vehicles in the PM peak hour. This volume would normally need approximately 120’ of storage, however Synchro predicts that the 95th% queue length to only be 15’ or one vehicle. Based upon the predicted queue length, the existing 60’ left turn lane is adequate to accommodate the additional traffic. There is an 8’ painted median separating the eastbound left turn lane at Galapago and the westbound left turn lane at Inca. Removing this median and separating the turn lanes with a single double yellow line could extend the eastbound left turn lane to approximately 100’ approaching the storage normally needed for 120 vehicles in the PM peak hour. This traffic impact study is based upon a conceptual site plan and a development density of 35 units per acre. While this study can be used as a planning tool for future development, it should be updated when a specific site plan is developed to ensure that the traffic impacts remain the same as predicted. Page 330 of 367 W.H. PUD & Sand Creek PUD Traffic Impact Study August 2012 16 Appendix! Traffic Volumes LOS Calculations Page 331 of 367 June 22, 2020 Mr. Erik Sampson City of Englewood Community Development 1000 Englewood Parkway Englewood, CO 80110 RE: W H Planned Unit Development PUD Site Development Plan Submittal Design Waiver Request Dear Mr. Sampson: On behalf of the applicant, Dartmouth MFP, LLC, the purpose of this letter is to request approval for a waiver to a City (City) of Englewood staff-imposed design/ construction element that is being requested of the applicant with the above-mentioned project. A Vicinity Map of the area in question is below. Figure 1 VICINITY MAP. Page 332 of 367 Wh Planned Unit Development- Pud Site Plan Application Design Waiver Request 2 PROJECT INFORMATION The project proposes redevelopment of approximately 6.6 -acres of land which is currently an industrial use (crane service and storage). The project which is a long and narrow parcel of land will be developed to include 203 new residential apartment units within eleven buildings and one building for resident amenities (clubhouse with a pool). In addition to the building, appurtenant parking, significant improvements to the landscape, providing a storm water quality and detention system for the 100-year storm events (no detention or water quality exist at this time) this project will also be improving the public water system by replacing an existing four inch water main and creating additional loops to the line in S. Galapago. St. Further, as negotiated with the City, the site configuration has been adjusted to accommodate a ten-foot trail easement along the entire west boundary. DESIGN REQUEST The City, through the DRT process, has requested that this project provide right of way construction in front of the single family homesites along the west side of S. Galapago St. which are not a part of this project. (see vicinity Map above.) The requested construction includes removal of the existing monolithic rollover curb, gutter and 3-foot +/- sidewalk and replacement with 6-inch vertical curb, gutter and 5.5-foot sidewalk in accordance with current City standard. Further, the requirement would include to match grades from the new back of walk to the existing surface. WAIVER REQUEST The Applicant requests that the request to provide construction along the public right of way in front of the single-family homes, not owned by the applicant on S. Galapago St, as shown in the Vicinity Map above, be waived. JUSTIFICATION The request for the improvements in front of the single-family homes creates concerns for the applicant for a few reasons. First, the applicant has agreed to dedicate an easement that is ten feet wide along the entire western portion of the project for the use and benefit of the greater community of Englewood. The easement will become a multi-modal trail that runs parallel to the rail lines. It is our understanding that conceptual consideration for a bridge over Dartmouth Ave has been considered and that the trail would cross the grade of the lower Dartmouth Ave. on this bridge. Page 333 of 367 Wh Planned Unit Development- Pud Site Plan Application Design Waiver Request 3 Further it is the understanding of the design team based upon the conversations that took place in the DRT meetings that the provision of this trail easement dedication and the loss of ability to permanently use that land for landscape and buffer yard should be considered as a sufficient public improvement that would serve to eliminate the request for the right of way improvements that are at issue with this waiver request. Second, the land that would be affected includes right of way that was been improved by the respective landowners. Improvements include fences, retaining wall, driveway accesses and landscaping. The reconstruction of the sidewalk would eliminate many of these improvements and would require disturbance to catch the grade as the yards rise toward the houses. Further, the installation of a 6-inch vertical curb would block the vehicular access from Galapago that many residents have created (or was allowed). We believe the removal of the improved frontages would, not be desired by the adjacent landowners. Third, it is our opinion that any improvements in front of the land controlled by others should be a requirement of their request to redevelop or improve their properties. In conclusion, we feel that while the intent is understood, the desire of the City to require the Applicant to construct offsite improvements that are not adjacent to the project but are fronting other landowner properties is not appropriate. The Applicant is providing for other unanticipated development costs that will benefit the community in the form of the regional trail easement. And as such, was under the impression that there would be some relief in this specific request. Further, the requested improvements would disturb right of way improvements made by the respective landowners that abut the area in question. The removal of these improvements are not likely to be supported by the land owners. While we understand this is public right of way and under the control of the City, we do not want to be perceived as the impetus for these changes. Rather, we believe it is appropriate for the landowners adjacent to the public right of way to be required to upgrade their frontage at the time of redevelopment or request for permit to improve the property. Page 334 of 367 Page 335 of 367 of SHEET NUMBER:ISSUE DATE:DATE REVISIONSBYDESIGNED BY: DRAWN BY: JOB NUMBER:PREPARED FOR:3 LOCATED IN THE NW 1/4 OF SECTION 34, NE 1/4 OF SECTION 33 TOWNSHIP 4 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ENGLEWOOD, COUNTY OF ARAPAHOE, STATE OF COLORADO WH PLANNED UNIT DEVELOPMENT PUD SITE DEVELOPMENT PLAN WH PLANNED UNIT DEVELOPMENTPUD SITE DEVELOPMENT PLANDARTMOUTH MFP, LLC3002 SOUTH HURON STREETENGLEWOOD, CO 80110TJM TJM 18120106/22/20KTGY - ARCHITECTURE + PLANNING820 16TH STREET, SUITE 500DENVER, CO. 80202(303) 825-6400CONTACT: JR Ronczyktgy@ktgy.comOF 31MATERIAL BOARD1 1 PANEL -SMOOTH -COLOR 1 (SW7004 SNOWBOUND) PANEL -SMOOTH -COLOR 6 ( KNIGHTS ARMOR) PANEL -TRADITIONAL -COLOR 2 (STERLING GREY) LAPPED SIDING -COLOR 3 (OLIVE) TRIM / FACIA-COLOR 5 (SW6991 BLACK MAGIC) ASPHALT SHINGLES (CERTAINTEED, NOIR BLACK) TRESPA METEON -COLOR 4 (ITALIAN WALNUT)09/25/2020Page 336 of 367 Winslow Crane Neighborhood Meeting Held Virtually via GoToMeeting June 18, 2020 Will there be any affordable units available? (WC answer: probably not) Will the Sante Fe Depot property be incorporated into the project? (WC answer: no) What would the timeframe of the project be from breaking ground to final completion? (WC answer: Break ground March of 21’; final completion by Sept. 22’) What would be the traffic impacts and has traffic impacts been considered with the project? (WC answer: Traffic Impact Study to be included with PUD submittal for review by Public Works) What are the parking ratios? (WC: parking provided meets the approved PUD District Plan) What will the quality of the apts be; what is the price point? (WC gave no exact numbers but said ‘not Denver prices’) Page 337 of 367 MINUTES Planning and Zoning Commission Meeting Tuesday, December 8, 2020 COMMISSIONERS PRESENT: Cate Townley Daryl Kinton Michele Austin Carl Adams Noel Atkins Diane Lipovsky Colin Haggerty COMMISSIONERS ABSENT: Judy Browne Kate Fuller STAFF PRESENT: Erik Sampson, Planner II Wade Burkholder, Planning Manager Brad Power, Director of Community Development Dugan Comer, Deputy City Attorney 1. Call to Order The virtual meeting was called to order by Vice Chair Austin at 7:00 pm 2. Approval of Minutes Draft November 17, 2020 Minutes Moved by Member Colin Haggerty Seconded by Member Diane Lipovsky MOTION TO APPROVE THE NOVEMBER 17 2020 MINUTES. For Against Abstained Cate Townley x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Seconded By) x Colin Haggerty (Moved By) x 7 0 0 Motion CARRIED. Page 338 of 367 Planning and Zoning Commission December 8, 2020 3. Public Forum This is an opportunity for the public to address the Planning and Zoning Commission regarding items not on the agenda. Commissioners may ask questions for clarification, but there will not be any dialogue. Presentations will be limited to three minutes. 4. Public Hearing Case ZON2020-001 Applicants: Saunders Development and WH Investments 3002 South Huron St. Moved by Member Diane Lipovsky Seconded by Member Daryl Kinton MOTION TO OPEN THE PUBLIC HEARING FOR CASE ZON2020-001, WINSLOW CRANE SITE DEVELOPMENT PLAN, 3002 SOUTH HURON STREET For Against Abstained Cate Townley x Daryl Kinton (Seconded By) x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Moved By) x Colin Haggerty x 7 0 0 Motion CARRIED. Wade Burkholder, Planning Manager was sworn in. Erik Sampson, Planner II was sworn in. Bryant Winslow of Darmouth MFP, LLC was sworn in. Alex Krasnec of Saunders Commercial Development Company was sworn in. Brett Parmelee of Saunders Commercial Development Company was sworn in. James Ronczy of KTGY Arhitecture + Planning was sworn in. Vice Chair Austin entered an email from Kathleen Kirkman into the record. Dan Kaufman, 2904 South Galapago Street, was sworn in. Blake Watters, 2888 South Galapago Street was sworn in. Page 339 of 367 Planning and Zoning Commission December 8, 2020 Jennifer Bartlett, 2844 South Fox Street was sworn in. Moved by Member Cate Townley Seconded by Member Diane Lipovsky MOTION TO CLOSE THE PUBLIC HEARING. For Against Abstained Cate Townley (Moved By) x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky (Seconded By) x Colin Haggerty x 7 0 0 Motion CARRIED. Moved by Member Colin Haggerty Seconded by Member Cate Townley MOTION TO RECOMMEND CASE ZON2020-001 3002 SOUTH HURON STREET, WH SITE DEVELOPMENT PLAN TO CITY COUNCIL FOR APPROVAL WITH THE FOLLOWING CONDITIONS: 1. ADMINISTRATIVE APPROVAL OF A MINOR SUBDIVISION PLAT AND FILING WITH ARAPAHOE COUNTY. 2. DEDICATION OF A 10-FOOT PUBLIC TRAIL EASEMENT FOR FUTURE CONSTRUCTION OF THE ENGLEWOOD RAIL TRAIL AND APPROVAL BY CITY COUNCIL OF A MEMORANDUM OF UNDERSTANDING FOR FUTURE CONSTRUCTION CONSIDERATIONS. 3. APPROVAL OF RIGHT-OF-WAY VACATION REQUESTS FOR A PORTION OF WEST CORNELL AVENUE, SOUTH HURON STREET, AND A 16-FOOT PUBLIC ALLEY. 4. REMOVAL OF THE EXISTING MONOLITHIC ROLLOVER CURB, GUTTER AND A 3-FOOT+/- SIDEWALK AND REPLACEMENT WITH A 6-INCH VERTICAL CURB, GUTTER AND 6-FOOT SIDEWALK IN ACCORDANCE WITH CITY STANDARDS. THE REQUIREMENT Page 340 of 367 Planning and Zoning Commission December 8, 2020 INCLUDES MATCHING GRADES FROM THE NEW BACK OF WALK TO THE EXISTING SURFACE ALONG THE ENTIRETY OF THE GALAPAGO STREET FRONTAGE, INCLUDING ACROSS THE PROPERTIES LOCATED OUTSIDE OF THE PROJECT THAT HAVE FRONTAGE ON GALAPAGO. a. REVIEW OF PROPOSED SIDEWALKS FOR CONFORMANCE WITH CITY CODE WITH REGARD TO ATTACHED VERSUS DETACHED SIDEWALKS ON RESIDENTIAL STREETS. 5. ACCEPTANCE AND APPROVAL OF THE SUBMITTED TRAFFIC STUDY; ANSWERING ALL OUTSTANDING QUESTIONS OF THE TRAFFIC ENGINEER. 6. APPROVAL OF DRAINAGE AND WATER QUALITY STUDY. For Against Abstained Cate Townley (Seconded By) x Colin Haggerty (Moved By) x Daryl Kinton x Michele Austin x Carl Adams x Noel Atkins x Diane Lipovsky x 7 0 0 Motion CARRIED. 5. Staff's Choice 6. Attorney's Choice 7. Commissioner's Choice 8. Adjourn The meeting adjourned at 9:52 pm Nancy Fenton, Staff Liaison Page 341 of 367 1 CITY OF ENGLEWOOD PLANNING AND ZONING COMMISSION IN THE MATTER OF CASE #ZON2020-001 ) FINDINGS OF FACT, CONCLUSIONS ) AND RECOMMENDATIONS FOR THE ) FINDINGS OF FACT AND WH PLANNED UNIT DEVELOPMENT PLAN ) CONCLUSIONS OF THE (PUD) SITE DEVELOPMENT PLAN ) CITY PLANNING AND ) ZONING COMMISSION ) INITIATED BY: ) Saunders Development and WH Investments ) 3002 South Huron Street ) Englewood, Colorado 80110 ) Commission Members Present: Austin, Townley, Kinton, Atkins, Lipovsky, Haggerty, Adams Commission Members Absent: Browne, Fuller This matter was heard virtually via Zoom before the City Planning and Zoning Commission on December 8, 2020. Testimony was received from staff, the applicant team, and the public. Written information in the form of a staff report, supporting documentation, and an email from Kathleen Kirkman were incorporated into the record. After considering statements of the witnesses, and reviewing the pertinent documents, the members of the City Planning and Zoning Commission made the following Findings and Conclusions. FINDINGS OF FACT 1. THAT on March 4, 2013, via Ordinance No. 4, Series 2012/2013, the WH Planned Unit Development (PUD) District Plan was approved by City Council changing the zoning of the property from I-1 and R-2-B to PUD. 2. THAT on July 1, 2020, Saunders Development and WH Investments filed an application with the city for a PUD Site Development Plan in compliance with the approved PUD District Plan. 3. THAT a neighborhood meeting was held virtually on June 18, 2020 in accordance with the Unified Development Code requiring that the maximum time between the neighborhood meeting and a public hearing before the Planning and Zoning Commission shall not be more than 180 days. Notice of the neighborhood meeting was mailed to property owners and occupants within 1,000 feet of the site. Page 342 of 367 2 4. THAT notice of the Public Hearing was published in the Englewood Herald on November 26, 2020 and notice of the Public Hearing was on the City of Englewood’s website from November 21, 2020 through December 8, 2020. 3. THAT the property was posted as required, said posting setting forth the date, time, and how to access the Public Hearing. 4. THAT pursuant to the Planned Unit Development procedure, the proposed WH PUD Site Development Plan and subsequent revisions were reviewed by the Development Review Team (DRT) on February 27, July 21, and October 27, 2020. 5. THAT the approved PUD District Plan allows a maximum height of 75 feet; 45 dwelling units per acre, and 25% open space. Whereas, the proposed WH PUD Site Development Plan reduces the maximum height to 40 feet, and dwelling units to 33 dwelling units per acre, and increases open space to 32.6%. 6. THAT the WH PUD Site Development Plan provides a 10-foot trail easement for the Englewood Rail Trail along the entirety of the western property line of the site. 7. THAT the City of Englewood’s Traffic Engineer has reviewed the WH PUD Site Development Plan and concurs that the 10% parking reduction is appropriate due to the future connection to the Rail Trail and its proximity to the Englewood LRT station. Further, the project’s impact to the city transportation network will require minimal mitigation from the developer. 8. THAT the City of Englewood’s Traffic Engineer has reviewed the traffic study and trip generation analysis and concurs that the development will have little or no impact on the roadways, and the area can easily accommodate the additional traffic. 9. THAT the City of Englewood’s Traffic Engineer and Utility Engineer have reviewed and recommend approval of the proposed vacation of rights-of-way and utility preservation/expansion on the site. CONCLUSIONS 1. THAT the application for a PUD Site Development Plan was filed by Saunders Development and WH Investments on July 1, 2020. 2. THAT proper notification of the date, time, and place of the Public Hearing was given by publication in the official City newspaper, posting on the City’s website and by posting the property for the required length of time. 3. THAT all testimony received from staff, the applicant team, and public were made part of the record of the Public Hearing. 4. THAT the City of Englewood’s Development Review Team (DRT) reviewed the WH PUD Site Development Plan and the applicant addressed all issues identified by the DRT. The content of the PUD documents is consistent with the requirements of the UDC. Page 343 of 367 3 5. THAT the proposed WH PUD Site Development Plan reduces the approved PUD District Plan maximum height to 40 feet, dwelling units to 33 dwelling units per acre, and increases open space to 32.6%. 6. THAT the proposed WH PUD Site Development Plan will increase the variety and types of housing within the city. 7. THAT the density is appropriate for its location and proximity to the existing Englewood LRT station and Santa Fe Drive. 8. THAT the open space requirement is being met and the dedication for the Rail Trail will be a benefit for members of the community. 9. THAT the requested rights-of-way are reasonable and fair. 10. THAT the parking reduction is appropriate given the distance to the Englewood LRT station. 11. THAT housing is the number one need in Englewood and the WH PUD Site Development Plan will reduce that need. DECISION THEREFORE, it is the decision of the City Planning and Zoning Commission that the application filed Saunders Development and WH Investments for Case ZON2020-001, 3002 South Huron, WH PUD Site Development Plan be recommended to City Council for approval. The decision was reached upon a vote on a motion made at the meeting of the City Planning and Zoning Commission on December 8, 2020, by Mr. Haggerty, seconded by Ms. Townley, which motion states: TO RECOMMEND CASE #ZON2020-001 3002 SOUTH HURON, WH SITE DEVELOPMENT PLAN, TO CITY COUNCIL FOR APPROVAL WITH THE FOLLOWING CONDITIONS: 1. ADMINISTRATIVE APPROVAL OF A MINOR SUBDIVISION PLAT AND FILING WITH ARAPAHOE COUNTY. 2. DEDICATION OF A 10-FOOT PUBLIC TRAIL EASEMENT FOR FUTURE CONSTRUCTION OF THE ENGLEWOOD RAIL TRAIL AND APPROVAL BY CITY COUNCIL OF A MEMORANDUM OF UNDERSTANDING FOR FUTURE CONSTRUCTION CONSIDERATIONS. 3. APPROVAL OF RIGHT-OF-WAY VACATION REQUESTS FOR A PORTION OF WEST CORNELL AVENUE, SOUTH HURON STREET, AND A 16-FOOT PUBLIC ALLEY. 4. REMOVAL OF THE EXISTING MONOLITHIC ROLLOVER CURB, GUTTER AND A 3-FOOT+/- SIDEWALK AND REPLACEMENT WITH A 6-INCH VERTICAL CURB, Page 344 of 367 4 GUTTER AND 6-FOOT SIDEWALK IN ACCORDANCE WITH CITY STANDARDS. THE REQUIREMENT INCLUDES MATCHING GRADES FROM THE NEW BACK OF WALK TO THE EXISTING SURFACE ALONG THE ENTIRETY OF THE GALAPAGO STREET FRONTAGE, INCLUDING ACROSS THE PROPERTIES LOCATED OUTSIDE OF THE PROJECT THAT HAVE FRONTAGE ON GALAPAGO. (a) REVIEW OF PROPOSED SIDEWALKS FOR CONFORMANCE WITH CITY CODE WITH REGARD TO ATTACHED VERSUS DETACHED SIDEWALKS ON RESIDENTIAL STREETS. 5. ACCEPTANCE AND APPROVAL OF THE SUBMITTED TRAFFIC STUDY; ANSWERING ALL OUTSTANDING QUESTIONS OF THE TRAFFIC ENGINEER. 6. APPROVAL OF DRAINAGE AND WATER QUALITY STUDY. AYES: Townley, Haggerty, Kinton, Austin, Adams, Atkins, Lipovsky NAYS: None ABSTAIN: None ABSENT: Browne, Fuller The motion carried. These Findings and Conclusions are effective as of the meeting on December 8, 2020. BY ORDER OF THE CITY PLANNING & ZONING COMMISSION _____________________________ Michele Austin, Vice Chair Page 345 of 367 Winslow –Crane PUD Site Development Plan 3002 S. Huron St. ZON2020-001 City Council Public Hearing February 16, 2020 Page 346 of 367 •The PUD District Plan was approved by City Council in March of 2013 - formerly zoned Industrial (I-1) •Consists of nine separate parcels to be combined via minor subdivision process •6.12 acres Site Overview Page 347 of 367 •203 Multi-family Units •Studio, 1-bedroom, and 2-bedroom units •176,529 sq. ft. of residential floor area •12 buildings •8 three-story walk-up apartment buildings with tuck-under garages •3 three-story townhome buildings •1 centrally located amenity building •Other amenities include a pool, public gathering spaces, access to the future Englewood Rail Trail •Request to vacate right-of-way at three different locations on-site Project Overview Page 348 of 367 •PUD Process •District Plan vs. Site Development Plan •District Plan approved March 2013 with the condition that any future development be subject to review by the Planning and Zoning Commission and approval by City Council •Approved PUD District Plan includes a variety of allowed uses. Once residential use has been developed, all industrial uses cease and are no longer allowed Winslow Crane PUD District Plan Page 349 of 367 District Plan –Site Development Plan Allowed by PUD District Plan •Max height allowed: 75 feet •Density allowed: 45 dwelling units per acre •Landscaping: 25% Open Space requirement Proposed by Site Development Plan •Height proposed: 40 feet •Density proposed: 33 dwelling units per acre •Landscaping: 32.6% Open Space proposed Page 350 of 367 •Parking •The UDC would require 345 spaces, the site development plan proposed 311 spaces, a 10% reduction •City Traffic Engineer concluded the proposed reduction was appropriate due to the future connection to the Rail Trail and CityCenter light rail station •Bike Parking: 102 bicycle parking spaces will be provided •Traffic Generation Analysis •Project will create 1,486 weekday trips: 93 AM, 114 PM •Conclusion: the area surrounding the development can easily accommodate the additional generated traffic •Utilities/Drainage/Fire reviewed the proposed plan and have no concerns Site Development Plan (continued)Page 351 of 367 1.A portion of South Huron St. (Exhibit A) Right of Way Vacation Requests Page 352 of 367 2. A portion of West Cornell Ave. & 16-ft. public alleyway Right of Way Vacation Requests Page 353 of 367 Public Works Design Wavier Request •Applicant requested a waiver for the reconstruction of the sidewalk along Galapago St. •Request was denied. •Developer had agreed to improve the sidewalk in front of the properties along the west side of Galapago, which are not a part of this PUD development, and grant an easement to the City for the future construction of the rail trail along the western side of the property.Page 354 of 367 •Planning and Zoning Commission held a Public Hearing on December 8, 2020 •Commission unanimously recommended approval of the WH PUD Site Development Plan, including the two proposed ROW vacation requests with the following conditions of approval: 1.Administrative Approval of a minor subdivision plat and filing with Arapahoe County. 2.Dedication of a 10-foot public trail easement for future construction of the Englewood rail trail and approval by City Council of a Memorandum of Understanding for future construction considerations. 3.Approval of right-of-way vacation requests for a portion of West Cornell Avenue, South Huron Street, and a 16-foot public alley. 4.Removal of the existing monolithic rollover curb, gutter and a 3-foot +/-sidewalk and replacement with a 6-inch vertical curb, gutter and 6-foot sidewalk in accordance with City standards.The requirement includes matching grades from the new back of walk to the existing surface along the entirety of the Galapago Street frontage, including across the properties located outside of the project that have frontage on Galapago. (a) Review of proposed sidewalks for conformance with City Code with regard to attached versus detached sidewalks on residential streets. 5. Acceptance and approval of the submitted traffic study; answering all outstanding questions of the traffic engineer. 6. Approval of drainage and water quality study. Planning and Zoning Commission Page 355 of 367 •Planning and Zoning Commission Condition of Approval Item #4(a) •(a) Review of proposed sidewalks for conformance with City Code with regard to attached versus detached sidewalks on residential streets. •Section 16-6-5. –Pedestrian and Bicycle Access and Connectivity, Subsection B.Applicability: “this Section shall apply… to all new residential development containing four (4) or more dwelling units, except where development standards are modified though approval of a Planned Unit Development…” •Approval of PUD District Plan in 2013; •Four DRT reviews in 2020: February, May, July, October: detached sidewalks had never been a staff requirement. •Staff recommends construction of attached sidewalks as proposed by the developer. Sidewalk Analysis Page 356 of 367 •Planning and Zoning Commission Condition of Approval Item #5: •’Acceptance and approval of the submitted traffic study; answering all outstanding questions of the traffic engineer.’ •Public Works has accepted the traffic study and no further modifications are required. Traffic Analysis Page 357 of 367 Staff Recommendations •Staff recommends approval of ZON2020-001 with the following conditions: 1. Administrative approval of a minor subdivision plat and filing with Arapahoe County. 2. Dedication of a 10-foot public trail easement for future construction of the Englewood Rail Trail and approval by City Council of a Memorandum of Understanding for future construction considerations. 3. Approval of the right-of-way vacation requests for a portion of W. Cornell Ave, S. Huron St., and a 16' public alley. 4. Removal and replacement of the existing sidewalk along Galapago St., including across properties located outside of the project which have frontage on Galapago. Page 358 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETPROJECT TEAM1. Introductions:a. Bryant Winslow – Dartmouth MFP, LLCb. Alex Krasnec – Saunders Commercial Development Companyc. Brett Parmelee– Saunders Commercial Development Companyd. Terry Willis –KTGY Architecture + Planninge. James “JR” Ronczy –KTGY Architecture + Planningf. Kevin Roth –Roth Lang Engineering GroupPage 359 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETPage 360 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETDartmouth MFP, LLC and Saunders Development propose to build a 203‐unit apartment project on just over 6 acres, at 3002 South Huron Street, also known as the Winslow Crane property at the corner of South Galapago Street and Dartmouth Avenue within the confines of an existing Planned Unit Development (PUD). The proposal excludes several adjacent properties along Galapago Street that are not part of the PUD. It is proposed to develop twelve three‐story walk‐up apartment buildings with 92 tuck‐under private garages and 219 surface parking spaces, totaling 311 spaces. There will be approximately 27 studios, 134 one‐bedroom, and 42 two‐bedroom apartments. The plan proposes that the primary entry to the development will be aligned with West Cornell Avenue with an additional access point from Galapago via an existing access near Dartmouth Avenue. A third access point from Galapago will be located between Cornell and Bates Avenues. It is proposed that the existing alley west of Galapago adjacent to the outlying properties be partially vacated and re‐routed, to preserve existing alley access of those homes to the street. Page 361 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETColored site planPage 362 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETConceptual imagePage 363 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETConceptual imagePage 364 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETConceptual imagePage 365 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETBuilding renderConceptual imagePage 366 of 367 DARTMOUTH MFP, LLCSAUNDERS DEVELOPMENTWINSLOW CRANE APARTMENTS 3002 S HURON STREETUtilityPage 367 of 367