RIDGEGATE, 6Th Amendment Coventry Development Corp

Total Page:16

File Type:pdf, Size:1020Kb

RIDGEGATE, 6Th Amendment Coventry Development Corp Master Developer RIDGEGATE, 6th Amendment Coventry Development Corp. – Colorado 10270 Commonwealth Street, Suite B (an amendment to the PDD formerly known as RidgeGate, 5th Amendment, approved by the City of Lone Tree, and recorded at 201818230 on March 28, 2018) Lone Tree, Colorado 80124 Sections 13, 14, 15, 22, 23, 24 and a portion of Section 21, Township 6 South, Range 67 West of the 6th Principal Meridian City of Lone Tree, State of Colorado (3,515 Acres) Planned Development District LEGAL DESCRIPTION PARCEL 1:] ] A TRACT OF LAND SITUATED IN SECTIONS 13, 14, 15, 22, 23, AND 24, SAID SECTION 14; ] THENCE NORTH 00 DEGREES 23 MINUTES 27 SECONDS WEST 19 MINUTES 21 SECONDS EAST ALONG SAID SOUTH LINE 1,298.21 FEET ; ] THENCE WEST ALONG SAID WEST LINE 134.42 FEET ; ] THENCE SOUTH 21 DEGREES 49 MINUTES RIGHT OF WAY LINE OF LINCOLN AVENUE (SEPTEMBER 1988);] ] 3. THENCE NORTH 68 TOWNSHIP 6 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN, MORE ALONG SAID WEST LINE AND ALONG THE EAST LINE OF SAID INTERSTATE HIGHWAY NO. SOUTH 00 DEGREES 09 MINUTES 28 SECONDS WEST ALONG THE WEST LINE OF A 20 SECONDS WEST ALONG SAID WEST LINE 199.84 FEET ; ] THENCE SOUTH 16 DEGREES DEGREES 41 MINUTES 15 SECONDS EAST, ALONG SAID SOUTHERLY RIGHT OF WAY LINE PARTICULARLY DESCRIBED AS FOLLOWS:] ] BEGINNING AT THE NORTHEAST CORNER OF 25 RIGHT OF WAY 333.4 FEET ; ] THENCE NORTH 22 DEGREES 41 MINUTES 20 SECONDS COUNTY ROAD 2,626.6 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID 50 MINUTES 20 SECONDS EAST ALONG SAID WEST LINE 63.98 FEET ; ] THENCE SOUTH OF LINCOLN AVENUE (SEPTEMBER 1988), A DISTANCE OF 24.46 FEET (27.50 FEET DEED) SAID SECTION 24 ; ] THENCE SOUTH 00 DEGREES 09 MINUTES 28 SECONDS WEST EAST ALONG SAID EAST RIGHT OF WAY LINE 66.37 FEET ; ] THENCE NORTH 03 DEGREES SECTION 13 ; ] THENCE NORTH 89 DEGREES 25 MINUTES 49 SECONDS EAST ALONG 21 DEGREES 49 MINUTES 20 SECONDS WEST ALONG SAID WEST LINE 747.39 FEET TO TO THE WEST LINE OF SAID SECTION 14;] ]4. THENCE NORTH 69 DEGREES 53 MINUTES ALONG THE EAST LINE OF SAID SECTION 24 A DISTANCE OF 2,646.61 FEET TO THE EAST 52 MINUTES 40 SECONDS WEST ALONG SAID EAST LINE 427.75 FEET TO A POINT ON SAID SOUTH LINE 34 FEET TO THE EAST QUARTER CORNER OF SAID SECTION 13 ; ] A POINT ON A LINE 210 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID 00 SECONDS EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF QUARTER CORNER OF SAID SECTION 24 ; ] THENCE SOUTH 00 DEGREES 09 MINUTES 42 THE WEST LINE OF SAID SECTION 14 ; ] THENCE NORTH 0 DEGREES 23 MINUTES 27 THENCE SOUTH 00 DEGREES 42 MINUTES 17 SECONDS EAST ALONG THE EAST LINE OF SECTION 22 ; ] THENCE SOUTH 89 DEGREES 49 MINUTES 15 SECONDS WEST ALONG LINCOLN AVENUE, A DISTANCE OF 71.00 FEET;] ] 5. THENCE NORTH 78 DEGREES 40 SECONDS WEST ALONG THE EAST LINE OF SAID SECTION 24 A DISTANCE OF 2,436.92 SECONDS WEST ALONG SAID WEST LINE 153.39 FEET ; ] THENCE NORTH 30 DEGREES SAID SECTION 13 A DISTANCE OF 2,653.24 FEET TO THE POINT OF BEGINNING. COUNTY SAID PARALLEL LINE 3,659.43 FEET TO A POINT ON THE WEST LINE OF SAID SECTION MINUTES 30 SECONDS EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE FEET TO A POINT 210 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION 24; ] 26 MINUTES 40 SECONDS WEST ALONG SAID EAST RIGHT OF WAY LINE 132.57 FEET; ] OF DOUGLAS, STATE OF COLORADO.] [PARCEL 2:] ] A TRACT OF LAND SITUATED IN 22 ; ] THENCE NORTH 0 DEGREES 29 MINUTES 35 SECONDS EAST ALONG SAID WEST OF LINCOLN AVENUE, A DISTANCE OF 305.90 FEET;] ] 6. THENCE NORTH 89 DEGREES 34 THENCE SOUTH 88 DEGREES 41 MINUTES 09 SECONDS WEST ALONG A LINE 210 FEET THENCE NORTH 03 DEGREES 52 MINUTES 40 SECONDS WEST ALONG SAID EAST RIGHT SECTIONS 15, 21, AND 22, TOWNSHIP 6 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL LINE 7 FEET ; ] THENCE NORTH 88 DEGREES 49 MINUTES 50 SECONDS WEST PARALLEL MINUTES 53 SECONDS EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID SECTION 24 A DISTANCE OF OF WAY LINE 599.51 FEET ; ] THENCE NORTH 03 DEGREES 43 MINUTES EAST ALONG MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:] ] BEGINNING AT THE WITH THE SOUTH LINE OF SAID SECTION 21 AND ALONG THE NORTHERLY RIGHT OF OF LINCOLN AVENUE, A DISTANCE OF 164.50 FEET;] ] 7. THENCE SOUTH 73 DEGREES 43 2,636.95 FEET TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 24,]SAID POINT SAID EAST RIGHT OF WAY LINE 1,058.41 FEET ; ] THENCE NORTH 69 DEGREES 04 SOUTHWEST CORNER OF SAID SECTION 15 ; ] THENCE NORTH 00 DEGREES 33 MINUTES WAY LINE OF THE PUBLIC SERVICE COMPANY 95.62 FEET; THENCE SOUTH 42 DEGREES MINUTES 07 SECONDS EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING 210 FEET NORTH OF THE SOUTH QUARTER CORNER OF SAID SECTION 24 ; ] MINUTES 20 SECONDS EAST ALONG THE SOUTH LINE OF SAID INTERSTATE HIGHWAY 19 SECONDS EAST ALONG THE WEST LINE OF SAID SECTION 15 A DISTANCE OF 2,564.9 47 MINUTES 41 SECONDS WEST ALONG SAID RIGHT OF WAY LINE 290.28 FEET MORE OF LINCOLN AVENUE, A DISTANCE OF 52.20 FEET;] ] 8. THENCE SOUTH 89 DEGREES 34 THENCE SOUTH 89 DEGREES 38 MINUTES 26 SECONDS WEST ALONG AFORESAID NO. 25 RIGHT OF WAY 28.88 FEET TO THE EAST LINE OF SAID SECTION 15 ; ] THENCE FEET TO THE WEST QUARTER CORNER OF SAID SECTION 15 ; ] THENCE NORTH 00 OR LESS TO THE SOUTH LINE OF SAID SECTION 21, AS ESTABLISHED BY ORDER MINUTES 53 SECONDS WEST, A DISTANCE OF 117.82 FEET; ] ] 9. THENCE SOUTH 56 PARALLEL LINE 2,596.29 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 23, SAID NORTH 69 DEGREES 04 MINUTES 20 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY DEGREES 41 MINUTES 35 SECONDS EAST ALONG SAID WEST LINE 2,662.07 FEET TO A RECORDED JULY 24, 1985 IN BOOK 586 AT PAGE 273; THENCE WEST ALONG SAID DEGREES 15 MINUTES 55 SECONDS WEST, A DISTANCE OF 86.89 FEET;] ] 10. THENCE POINT BEING 210 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION 23 ; ] LINE 69.62 FEET ; ] THENCE NORTH 77 DEGREES 51 MINUTES 50 SECONDS EAST ALONG POINT ON A LINE 30 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID SOUTH LINE AS ESTABLISHED BY SAID ORDER, TO THE SOUTH QUARTER CORNER OF SOUTH 0 DEGREES 05 MINUTES 30 SECONDS EAST, A DISTANCE OF 200.91 FEET;] ] 11. THENCE SOUTH 89 DEGREES 53 MINUTES 53 SECONDS WEST ALONG A LINE 210 FEET SAID SOUTH RIGHT OF WAY LINE 305.88 FEET; ] THENCE NORTH 00 DEGREES 20 SECTION 15 ; ] THENCE NORTH 89 DEGREES 49 MINUTES 43 SECONDS EAST ALONG SAID SECTION 21; THENCE NORTH 01 DEGREE 16 MINUTES WEST 1,195.29 FEET TO AN THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 340.50 FEET, NORTH OF AND PARALLEL WITH THE SOUTH LINE OF SAID SECTION 23 A DISTANCE OF MINUTES 51 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE 27.24 FEET TO SAID PARALLEL LINE 4,098.04 FEET TO THE WEST LINE OF INTERSTATE HIGHWAY NO. 25 EXISTING FENCE CORNER; THENCE NORTH 88 DEGREES 44 MINUTES 40 SECONDS EAST A DISTANCE OF 222.42 FEET (THE CHORD OF THIS ARC BEARS SOUTH 18 DEGREES 37 2,635.52 FEET TO THE WEST LINE OF THE EAST HALF OF SAID SECTION 23, SAID POINT THE SOUTH LINE OF A COUNTY ROAD ; ] THENCE SOUTH 89 DEGREES 39 MINUTES 09 RIGHT OF WAY; ] THENCE SOUTH 00 DEGREES 49 MINUTES 40 SECONDS EAST ALONG ALONG AN EXISTING FENCE LINE 2,654.93 FEET TO A POINT ON THE EAST LINE OF SAID MINUTES 19 SECONDS WEST, A DISTANCE OF 218.49 FEET);] ] 12. THENCE SOUTH 37 BEING 210 FEET NORTH OF THE SOUTH QUARTER CORNER OF SAID SECTION 23 ; ] SECONDS EAST ALONG SAID SOUTH LINE 164.5 FEET ; ] THENCE SOUTH 72 DEGREES 57 SAID WEST LINE 51.66 FEET; ] THENCE SOUTH 79 DEGREES 31 MINUTES 10 SECONDS SECTION 21, SAID POINT BEING 35.05 FEET SOUTH OF THE NORTHEAST CORNER OF DEGREES 20 MINUTES 06 SECONDS WEST, A DISTANCE OF 416.89 FEET;] ] 13. THENCE THENCE NORTH 89 DEGREES 49 MINUTES 54 SECONDS WEST ALONG AFORESAID MINUTES 12 SECONDS EAST ALONG SAID SOUTH LINE 52.2 FEET ; ] THENCE SOUTH 89 EAST ALONG SAID WEST LINE 305.66 FEET; ] THENCE SOUTH 65 DEGREES 58 MINUTES THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 21; THENCE NORTH ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 733.94 FEET, A DISTANCE PARALLEL LINE 2,616.28 FEET TO THE WEST LINE OF SAID SECTION 23; ] THENCE SOUTH DEGREES 39 MINUTES 09 SECONDS EAST ALONG SAID SOUTH LINE 2,063.98 FEET TO 40 SECONDS EAST ALONG SAID WEST LINE 152.58 FEET ; ] THENCE SOUTH 13 DEGREES 0 DEGREES 29 MINUTES 35 SECONDS EAST ALONG THE WEST LINE OF SAID SECTION OF 441.90 FEET (THE CHORD OF THIS ARC BEARS SOUTH 20 DEGREES 05 MINUTES 11 89 DEGREES 49 MINUTES 15 SECONDS WEST ALONG AFORESAID PARALLEL LINE THE WEST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14; ] THENCE NORTH 36 MINUTES 19 SECONDS EAST ALONG SAID WEST LINE 1,064.43 FEET ; ] THENCE 22 A DISTANCE OF 4,060.09 FEET TO THE POINT OF BEGINNING, COUNTY OF DOUGLAS, SECONDS WEST, A DISTANCE OF 435.26 FEET), MORE OR LESS, TO THE POINT OF 1,305.67 FEET TO THE EAST LINE OF INTERSTATE HIGHWAY NO.
Recommended publications
  • May 2019 Proposed Service Changes
    May 2019 Proposed Service Changes BUS Route 0 – South Broadway Running time analysis resulting in schedule adjustments. Route 1 – 1st Avenue Move east terminal from Birch/Virginia to Virginia/Cherry, immediately behind King Soopers at Leetsdale/Cherry for operator restroom and customer convenience. Route 15 – East Colfax This proposal is an effort to relieve passenger overloads east of Monaco to VA Hospital by adding selected trips between 9:00am and 1:00pm. Move short turn recovery location from Oneida/Colfax to Leyden/Colfax, for operator restroom access. Close to Walgreens, McDonalds, 7-11. Add weekday bus for recovery and on-time performance. 16/16L – West Colfax Running time analyses on weekend services. Route 33 – Platte Valley Due to low ridership performance, it proposed that this route service be discontinued. Current ridership performance stands at 10.3 passenger per hour, which falls below the Urban Local ridership standard. This proposal would impact approximately 55 weekday passengers. Alternative service to the Route 33 can be found in using combinations of Central and West Light Rail corridors, Routes 4, 9, 30 and 30Limited. Route 36L – Fort Logan Limited Running time analysis, for operator recovery and on-time performance. No cost impacts are anticipated. Route 44 – 44th Avenue Reroute eastbound buses via Larimer Street instead of Lawrence, between Broadway and Downing. This change consolidates service onto the historic transit corridor, instead of being split between two streets. Bus stop improvement along northbound Larimer are currently underway in support of this reroute. No cost impacts are anticipated. Route 51 – Sheridan Boulevard This proposal would, formalize the current 4-block route detour in Englewood, which was put into effect due to the City having converted a part of Elati Street into a one-way operation.
    [Show full text]
  • City of Littleton 2255 West Berry Avenue Littleton, CO 80120 Meeting Agenda
    Littleton Center City of Littleton 2255 West Berry Avenue Littleton, CO 80120 Meeting Agenda Planning Commission Monday, January 9, 2017 6:30 PM Community Room Study Session 1. RTD and Southwest Rail Extension Updates a. ID# 17-10 Kent Bagley, Regional Transportation District, Board of Directors, District H Attachments: RTD Directors Map - District H 2. Board and Staff Updates The public is invited to attend all regular meetings or study sessions of the City Council or any City Board or Commission. Please call 303-795-3780 at least forty-eight (48) hours prior to the meeting if you believe you will need special assistance or any reasonable accommodation in order to be in attendance at or participate in any such meeting. For any additional information concerning City meetings, please call the above referenced number. City of Littleton Page 1 Printed on 1/5/2017 Littleton Center City of Littleton 2255 West Berry Avenue Littleton, CO 80120 Staff Communication File #: ID# 17-10, Version: 1 City of Littleton Page 1 of 1 Printed on 1/5/2017 powered by Legistar™ College View / South Platte Englewood Station Nine Mile Station 95 391 UV Harvey Park South FLOYD AV Wellshire 2 University Hills Hampden UV LAKEWOOD Bear Valley UV88 UV Nine Mile Station ZUNI ST HAMPDEN AV 285 30 Kennedy AURORA UV391 9E Wadsworth / Hampden UV95 Englewood Station ¤£285 ¤£285 E HAPPY CANYON RD¤£ UV I Southmoor Station S LOWELLS BLVD 225 0 0.5 1 KENYON AV AURORA ¨¦§ 83 ELATI ST ELATI UV Southmoor Station YOSEMITES ST Miles CLARKSONST Southmoor Park SHERIDAN DENVER Dayton
    [Show full text]
  • Broncosride Pickup Schedule for December 22, 2019
    BroncosRide and Light Rail Service page 1 of 2 BroncosRide Schedule for: Sunday, December 22, 2019 Route: Park-n-Ride / Stop / Station Times are approximate Post game bus location** BR26: Dry Creek & University 11:35 AM 11:40 AM 11:45 AM every 5-10 minutes until 12:55 PM Row 22 Arapahoe High School BR24: Alameda Havana 12:25 PM 12:40 PM 12:55 PM Row 21 BR10: Boulder High School 11:35 AM 11:55 AM 12:15 PM Row15-16 Arapahoe & 17th BR32: El Rancho 12:00 PM 12:15 PM 12:35 PM Row 4 BR32: Evergreen 11:45 AM 12:00 PM 12:20 PM Row 4 BR38: Federal Shuttle: Lincoln HS (Hazel Ct & Iliff) and bus stops on Federal Blvd 11:35 AM 11:40 AM 11:45 AM every 5 - 10 minutes until 1:50 PM Row 28 between Evans and 8th Ave BR20: Longmont Park-n-Ride 11:30 AM 11:35 AM 11:45 AM 11:50 AM 12:00 PM 12:10 PM 12:20 PM 12:30 PM Rows 17-18 815 South Main Street BR44: Nine Mile (Ga te F) 11:35 AM 11:40 AM 11:45 AM every 5-10 minutes until 1:00 PM Rows 23-24 BR8: Olde Town Arvada Discontinued Discontinued: Ride G-Line to DUS and Transfer to C, E or W-Lines to Broncos Stadium BR48: Parker 11:35 AM 11:45 AM 11:50 AM 12:00 PM 12:15 PM 12:30 PM Row 19 BR48: Pinery 11:35 AM 11:40 AM 11:50 AM 12:05 PM 12:20 PM Row 19 BR56: South High School 11:40 AM 11:50 AM 12:00 PM 12:10 PM 12:20 PM 12:35 PM 12:50 PM Row 26 Louisiana & Gilpin BR4: Thornton (Gate C) 11:40 AM 11:45 AM 11:45 AM every 5-10 minutes until 1:35 PM Rows 9-12 BR10: US 36 & Broomfield Station (Gate 11:35 AM 11:45 AM 11:55 AM 12:05 PM 12:15 PM 12:25 PM 12:45 PM Rows 15-16 K) BR10: US 36 & McCaslin Stn (Gate A) 11:45
    [Show full text]
  • TOD 2007V1-Kr.Indd
    Transit Oriented Development 2007 Status Report Transit-Oriented Development Status Report 2007 December 2007 This is a controlled document; please do not dupli- cate. If additional copies are required, please request them from the FasTracks Document Control. This will assure that all recipients of the document receive revisions and additions. Approved By: Liz Rao, Assistant General Manager Planning and Development December 2007 Transit-Oriented Development Status Report 2007 TABLE OF CONTENTS 1.0 SUMMARY ....................................................................... 1-1 1.1 Development Activity ............................................................................1-1 1.1.1 Existing Corridors .........................................................................1-1 1.1.1.1 Central Corridor/Central Platte Valley Spur ....................................1-1 1.1.1.2 Southwest Corridor ...................................................................1-3 1.1.1.3 Southeast Corridor ....................................................................1-3 1.1.2 Planned Corridors and Extensions ...................................................1-3 1.1.3 Systemwide Development Summary ...............................................1-3 1.2 Planning and Zoning Activity ................................................................ 1-10 1.2.1 Station Area Planning ................................................................. 1-10 1.2.2 Rezoning Activity .......................................................................1-12
    [Show full text]
  • Colorado Public Works Journal, Winter 2017
    CPWJ_09-Winter 2017_V3:CPWJ 1/24/17 6:06 PM Page 1 WINTER 2017 : Vol.13, No.1 TRANSPORTATION SPECIAL ISSUE FEATURE: THE ROBOTS ARE COMING INDUSTRY NEWS ACEC AWARDS 2017 CPWJ 2017 MEDIA KIT CPWJ_09-Winter 2017_V3:CPWJ 1/24/17 6:06 PM Page 2 Serving Colorado Since 1970. Call 303-922-7815 www.coloradobarricade.com Trac Street/Highway Pavement Sign Manufacturing Control Sign Installation Marking & sales Serving Colorado Since 1970 Colorado Barricade knows our employees are our greatest asset and our expertise and service are what distinguish us apart from our competition. We provide traffic control, road markings and signs to keep contractors and the traveling publc safe. Products and services include traffic safety and management, event planning, providing equipment rental and safety supplies, pavement marking and permanent sign installation. We have the experience to help you get the job done right, the first time. CPWJ_09-Winter 2017_V3:CPWJ 1/25/17 10:01 AM Page 3 Editor 970. e.com Jo Taylor, Managing Editor ill 2017 really be the year that we start seeing driverless cars on the road in Colorado? Can you imagine yourself being chauffeur driven by a computer whilst sitting back relaxing and enjoying your coffee – or will you, like me, be constantly looking in the mirrors, slapping your foot down hard? Just like I am when my teenage daughter is driving me. In three states already laws have been passed to allow the testing of Wdriverless cars on public roads. However, much work needs to still to be done for every junction, sign and signal to be accurate and precise in order for the autonomous vehicle to travel the road.
    [Show full text]
  • Citycenter Redevelopment Planning Progress with SKB
    STUDY SESSION TO: Mayor and Council FROM: Dan Poremba, John Voboril DEPARTMENT: Community Development DATE: May 4, 2020 SUBJECT: CityCenter Redevelopment Planning Progress with SKB DESCRIPTION: CityCenter Redevelopment Planning Progress with SKB RECOMMENDATION: This informational update to Council is provided in anticipation of a Predevelopment Agreement (PDA) between the same parties which is scheduled to be presented for Council consideration at the May 18, 2020 Regular City Council Meeting. PREVIOUS COUNCIL ACTION: On February 18, 2020, City Council approved by motion the execution of an Exclusive Negotiation Agreement (ENA) between the City/EEF and SKB of Portland, Oregon (also referred to as Scanlan Kemper Bard). Following a year-long, multi-step procurement process, the ENA reflected the selection of SKB as the preferred master developer partner with the City to redevelop the “City Property” at Englewood City Center. This is the property owned or controlled by the City and EEF, shown in blue on the attached site plan. The City initiated exploration of the redevelopment of the City Property in connection with the August 2018 foreclosure of the three-square block former Weingarten Realty property at CityCenter, shown in red on the attached site plan. This led to the implementation of a master developer procurement process. Council has been briefed at key points throughout the process. As previously noted, the ENA is the first of three anticipated agreements between the City/EEF and SKB, each requiring Council review and approval. SUMMARY: Council’s recent considerations regarding CityCenter redevelopment have included the following key points. • CityCenter currently presents a dated and fading image and the need for redevelopment has been documented in multiple City-sponsored planning studies, and in two recent independent studies of the Urban Land Institute.
    [Show full text]
  • Urban Corridor Study
    Appendices South I-25 Urban Corridor Study Prepared for: Denver South Transportation Management Association (TMA) Prepared by: Economic & Planning Systems, Inc. Felsburg Holt & Ullevig Goodbee and Associates Sky to Ground Steer Davies Gleave May 4, 2016 EPS # 133068 Appendices Contents 1. SOUTH I-25 URBAN CORRI DOR STUDY ECONOMIC AND DEMOGRAPHI C DATA APPENDI X 2. SOUTH I-25 URBAN CORRI DOR STUDY – TRANSPORTATION AUDIT 3. BUSINESS PARK EVOLUTION WHITE PAPER 4. EMPLOYEE TRANSPORTATI ON SURVEY REPORT OF RESULTS 5. I-25 SOUTH STAKEHOLDER OUTREACH 6. UTILITY INFRASTRUCTURE EVALUATION – SOUTH I-25 URBAN CORRI DOR STUDY TECHNI CAL MEMORANDUM South I -25 Urban Corridor Study Economic and Demographic Data Appendix Denver LosAngeles Oakland Sacramento May 6, 2016 Outline • Employment Data • Housing Data • Demand vs. Capacity Analysis South I-25 Urban Corridor Study 1 EMPLOYMENT DATA South I-25 Urban Corridor Study 2 Study Corridor Boundaries South I-25 Urban Corridor Study 3 Historic Employment Trends 2005-2013 2013 Industry 2005 2013 Total Ann. # Ann. % % of Total Agriculture, Forestry, Fishing and Hunting 19 6 -13 -2 -13.6% 0.0% Mining, Quarrying, and Oil and Gas Extraction 421 1,102 681 85 12.8% 0.8% Utilities 86 6 -80 -10 -27.9% 0.0% Construction 5,840 3,855 -1,985 -248 -5.1% 2.9% Manufacturing 1,719 1,308 -411 -51 -3.4% 1.0% Wholesale Trade 8,249 8,527 278 35 0.4% 6.4% Retail Trade 8,646 9,150 504 63 0.7% 6.9% Transportation and Warehousing 1,190 913 -277 -35 -3.3% 0.7% Information 15,982 15,575 -407 -51 -0.3% 11.7% Finance and Insurance
    [Show full text]
  • TOD 2009V4.Indd
    Transit-Oriented Development Status Report 2009 December 2009 This is a controlled document; please do not dupli- cate. If additional copies are required, please request them from the FasTracks Document Control. This will assure that all recipients of the document receive revisions and additions. Approved By: Bill Van Meter, Acting Assistant General Manager Planning December 2009 Transit-Oriented Development Status Report 2009 TABLE OF CONTENTS 1.0 REPORT OVERVIEW ............................................................ 1-1 1.1 RTD and FasTracks Overview ..................................................................1-1 1.2 RTD and TOD ........................................................................................1-3 1.3 Report Format .......................................................................................1-4 2.0 SUMMARY OF TOD RELATED ACTIVITY ............................... 2-1 2.2 Planning, Zoning and Other Activity .........................................................2-2 3.0 DEVELOPMENT OVERVIEW .................................................. 3-1 3.1 Local TOD Developer Survey ...................................................................3-1 3.2 Regional TOD Trends ..............................................................................3-3 3.3 Perspectives on 2010 and Beyond ...........................................................3-5 4.0 CORRIDOR SUMMARIES ...................................................... 4-1 4.1 Central Corridor, Central Platte Valley Spur, Central Corridor
    [Show full text]
  • 2008 Annual Report to DRCOG on Fastracks
    2008 Annual Report to DRCOG on FasTracks April 2009 2008 Annual Report to DRCOG on FasTracks Table of Contents EXECUTIVE SUMMARY ...................................................................................... 1 INTRODUCTION .................................................................................................. 8 1.0 Project Definition: Scope and Costs ........................................................... 8 1.1 Project Definition and Scope ................................................................................... 8 1.2 Current Plan and Corridor Costs ........................................................................... 10 1.3 2009 Annual Program Evaluation (APE) ............................................................... 10 1.3.1 Cost and Revenue Challenges, Risk Factors, and Opportunities .............. 10 1.3.1.1 Construction Costs and Variability .......................................................... 10 1.3.1.2 Sales And Use Tax Decrease ................................................................. 16 1.3.1.3 Railroad Negotiations .............................................................................. 16 1.3.1.4 Public Private Partnership Pilot Program ................................................ 17 1.3.2 Results of the 2008 APE ............................................................................ 18 1.3.2.1 Major Changes from 2007 APE ............................................................... 18 1.3.2.2 Options for Delivering FasTracks/RTD Board Decision .........................
    [Show full text]
  • Highlands Ranch Roadway Cone Zone / Lane Closure / Sidewalk Repair Schedule
    Highlands Ranch Roadway Cone Zone / Lane Closure / Sidewalk Repair Schedule Report for Monday , January 15, 2018 through Monday, January 22, 2018 C-470 Express Lanes Project* UPDATE for week of January 15 – January 22, 2018: Lane Closures: - Nighttime ramp closures from Northbound to Southbound I-25 ramps to Westbound C-470 are required intermittently through the next few weeks. Ramps affected by closures are Quebec, University, Broadway, Lucent, Santa Fe and Wadsworth both Westbound and Eastbound. Please check back at the following website: www.codot.gov/projects/C470ExpressLanes Note: The traffic control supervisor determines if closures need to be adjusted to provide a safe method of handling traffic conditions if curves, hills, etc. are present. *All lane closures are weather dependent. This is a CDOT project. For further information, please visit CDOT’s website: www.codot.gov/projects/C470ExpressLanes Regional Transportation District (RTD) Southeast Rail Extension (SERE) Project (Light Rail Extension) As part of RTD’s 2004 voter-approved FasTracks plan to extend rapid transit across the Denver metro region, construction continues for the Southeast Rail Extension project. UPDATES: · Monday, January 15 – Thursday, January 18: o Northbound I-25 between RidgeGate Parkway and Lincoln Avenue § From 8 p.m. to 5:30 a.m. daily - Alternating double and triple lane restrictions for bridge work. At least one through lane will remain open · Monday, January 15: o Southbound I-25 between C-470 and RidgeGate Parkway § From 9 p.m. to 5:30 a.m. daily - Alternating double and triple lane restrictions for bridge work. At least one through lane will remain open · Ongoing traffic impacts include: o Southbound I-25 off-ramp to westbound Lincoln Avenue § From 9 a.m.
    [Show full text]
  • E Light Rail Time Schedule & Line Route
    E light rail time schedule & line map Union Station to RidgeGate Parkway Station View In Website Mode The E light rail line (Union Station to RidgeGate Parkway Station) has 3 routes. For regular weekdays, their operation hours are: (1) Lincoln: 3:41 AM - 4:11 AM (2) Ridgegate: 3:25 AM - 10:18 PM (3) Union Station: 3:50 AM - 10:31 PM Use the Moovit App to ƒnd the closest E light rail station near you and ƒnd out when is the next E light rail arriving. Direction: Lincoln E light rail Time Schedule 12 stops Lincoln Route Timetable: VIEW LINE SCHEDULE Sunday 3:41 AM - 4:11 AM Monday 3:41 AM - 4:11 AM Evans Station 2151 South Delaware Street, Denver Tuesday 3:41 AM - 4:11 AM Louisiana & Pearl Station Wednesday 3:41 AM - 4:11 AM 755 East Louisiana Avenue, Denver Thursday 3:41 AM - 4:11 AM University Of Denver Station Friday 3:41 AM - 4:11 AM 1901 Buchtel Boulevard, Denver Saturday 3:41 AM - 4:11 AM Colorado Station 4298 East Colorado Center Drive, Denver Yale Station 5281 East Yale Circle, Denver E light rail Info Direction: Lincoln Southmoor Station Stops: 12 3690 S Hillcrest Dr, Denver Trip Duration: 34 min Line Summary: Evans Station, Louisiana & Pearl Belleview Station Station, University Of Denver Station, Colorado 4701 South Quebec Street, Denver Station, Yale Station, Southmoor Station, Belleview Station, Orchard Station, Arapahoe at Village Center Orchard Station Station, Dry Creek Station, County Line Station, 5662 Greenwood Plaza Boulevard, Greenwood Village Lincoln Station Arapahoe at Village Center Station 8820 E Caley Ave, Greenwood
    [Show full text]
  • Equitable Growth Evaluation for the Denver Region
    Final Report Equitable Growth Evaluation for the Denver Region Prepared for: Mile High Connects and Denver Regional Council of Governments Prepared by: Economic & Planning Systems, Inc. September 29, 2014 EPS #143011 Table of Contents 1. EXECUTIVE SUMMARY ............................................................................................ 1 Introduction ............................................................................................................. 1 Report Organization .................................................................................................. 1 Summary of Findings ................................................................................................ 2 2. ECONOMIC VITALITY FRAMEWORK .............................................................................. 8 Background .............................................................................................................. 8 Economic Vitality ...................................................................................................... 9 Importance of Equity in Economic Vitality .................................................................. 10 Threats to Economic Vitality ..................................................................................... 11 Middle Skill Jobs ..................................................................................................... 11 3. DEMOGRAPHIC CHANGE ........................................................................................ 13 Population Trends
    [Show full text]