DOCSLIB.ORG

Thank You for Joining Us to Learn About the City of Nampa's Planned

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Thank You for Joining Us to Learn About the City of Nampa's Planned WELCOME Thank you for joining us to learn about the City of Nampa’s planned improvements at the Idaho Center Boulevard and Cherry Lane intersection. You’ll have the opportunity to: • Review proposed design plans • Share input about the project IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS PROJECT BACKGROUND The 2019 City Master Transportation Plan identifies safety and capacity improvements for this Transportation Improvements intersection. Currently, motorists experience long Joplin Rd In Northeast Nampa 6 1 delays during peak hours waiting to get through y w H Hwy 20/26 the current four-way stop. N W Chinden Blvd d R r a The City has identified a dual-lane roundabout to t S N N e enhance safety and meet current and future travel v A W McMillan Rd h t Ada County 1 n n 1 L demand. This project will also tie into planned L t n t a o Proposed e c s D State Highway 16 roundabout construction at nearby Cherry Lane e Canyon County Canyon r Right of Way intersections at 11th Avenue and Star Road. P Ustick Rd W Ustick Rd d R Meridian a d A n a C N Cherry Ln W Cherry Ln Ada County Ada d d R d R r R t a t e a Birch Ln l S i C W Pine Ave M k Canyon County Canyon c n a e l T B N N Nampa E Frank lin Rd W Franklin Rd d Amazon will provide additional $5.5M toward lv B future transportation improvements in the ty surrounding area. The future locations will be ri W Overland Rd ar determined in coordination with ITD. G Intersection Improvement Amazon Air port Rd d Payment by Amazon toward R t Future Improvement a C W La I84 Widening from Franklin Blvd mont Rd k New Roundabout Nampa & NHD1 to Caldwell will ease I84 congestion c a between Northside & Garrity l B Intersection Improvement ITD E Victory Rd S W Victory Rd W New Roundabout/Signal V iNHD1ctory Rd n d L New Signal West Ada School Dist R s y e l a i 2 r Road Widening n M G d S SH-16 Proposedn ROW t S S e Amazon FulfillmentT Center County BoundaryS E Amity Ave W Amity Rd Nampa City Limit ± Meridian City Limit NTS IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS PROJECT DESCRIPTION & PURPOSE RECONSTRUCTION OF THE • Curb, gutter, sidewalk, and bike pathways on Idaho Center Boulevard south of the roundabout INTERSECTION WILL INCLUDE: that connect to existing features at the • A new roundabout to replace the current four- Achievement Drive intersection. way stop. • Future connections to planned pedestrian and • Curb, gutter, and multi-use pathways for bicycle facilities from the City of Nampa’s Bicycle pedestrians and cyclists around the roundabout. and Pedestrian Master Plan (January 2020). BENEFITS WILL INCLUDE: • Improved safety for motorists, pedestrians and cyclists. • Accommodations for future traffic volume. • Greater mobility and connectivity near other corridor improvements. IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS TRAFFIC VOLUME Approximate number of vehicles entering the Idaho Center Boulevard and Cherry Lane intersection during peak hours each day. MORNING EVENING 7:15 A.M. to 8:15 A.M. 4:45 P.M. to 5:45 P.M. 110% 129% PROJECTED PROJECTED INCREASE INCREASE between 2018-2040 between 2018-2040 2018 2040 2018 2040 1,164 2,663 1,433 3,010 vehicles per hour vehicles per hour vehicles per hour vehicles per hour IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS Helpful Hints USING A ROUNDABOUT Vehicles use lane guidance signs to choose the What is a appropriate truck apron? lane for their Many roundabouts destinations. are designed with a Use caution truck apron a when raised section of encroaching into pavement around other lanes due the central island to turn radius. that acts as an extra lane for large Cars should yield vehicles. The wheels ROUNDABOUTto trucks and FEATURES of an oversize oversize vehicles vehicle can ride up that use both the mountable curb lanes and/or The roundabout will be designed to accommodate vehiclesand onto that the truck LARGERthe truck apron. VEHICLES apron to more easily Use caution cars require a wider turning radius, including semi-trucks, school buses, complete the turn. may not know and emergency vehicles. The mountable that trucks can apron and splitters use the apron and Source for graphic below: “How to Drive Through a Roundabout: a Guide for Large Trucks and Oversize Vehicles.” Ada and Canyon Counties, Community Planning Association of Southwest Idaho. are orange in the splitter islands. graphic on the left. Maneuvering single and multi-lane roundabouts in large trucks and oversized vehicles. Maneuvering single- and multi-lane roundabouts in large trucks and oversize vehicles MakingMaking a aleft left turn turn MakingMaking a a through through movementmovement MakingMaking a a right right turn turn SAFETY BENEFITS 78% reduction in Increased safety for pedestrians who Increased safety for injury and fatal cross one direction of traffic at a time with cyclists. Cyclists can cross crashes at roundabouts a median refuge between the opposing like pedestrians or travel versus signalized travel lanes. They only have to look for through roundabout like intersections. approaching traffic from a single direction vehicles. as opposed to both directions. IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS PROPOSED INTERSECTION DESIGN MAP N MAP DETAIL Idaho Center . D R Boulevard A D A - N A C CHERRY LN. D V L B R E T N E C O H A D TYPICAL SECTION I Idaho Center Boulevard IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS CONSTRUCTION IMPACTS Proposed full intersection closure during construction with traffic detours in place. A full closure allows crews to complete construction in 3 – 4 months (versus 6 – 8 months), saving time and money, and reducing impacts for all travelers. Access will be maintained for property owners near the intersection during construction. Nampa Highway District #1 took a similar approach at Amity Road and Robinson Road, completing roundabout construction in three months. IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS SCHEDULE AND NEXT STEPS WE ARE HERE 2020 2020 2020 2020 -2021 2021 WINTER/SPRING SPRING SUMMER/FALL FALL WINTER SPRING/SUMMER Prepare initial • Meet with • Share information • Complete irrigation Anticipated intersection roundabout design nearby property about the project construction construction owners with citizens and • Refine and stakeholders complete • Purchase intersection design property near intersection for roundabout GET IN TOUCH 208.565.5262 @CITYOFNAMPA.US The City of Nampa wants to hear from you! Please [email protected] @NAMPAPIO get in touch and share your CITYOFNAMPA.US/PROJECTS feedback. IDAHO CENTER BOULEVARD CHERRY LANE SUMMER 2020 INTERSECTION IMPROVEMENTS.
Load more

Recommended publications
  • American Title a Sociation ~ ~
    OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor­ veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis­ State of Iowa, for permission to re­ trict engineer the effect of the pro­ print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con­ relating to the control in access roads. trol in the area of Federal acquisi­ Mr. Erbe originally presented this m tion, and that appropriate arrange­ narrative form before the convention ments have been made for mainte­ of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain­ to be acquired and held in the name able, this is the result of a compre­ of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu­ or the proper subdivision thereof." lations. Additionally, we are privi­ It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at­ of the American Right of Way Asso­ tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor­ Companies and the Expanded Right ney General within the members' ju­ of Way Problems".
    [Show full text]
  • ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue
    ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J.
    [Show full text]
  • 95 Express Phase 3A-1 FPN #S: 433108-4-52-01 & 428009-1-52-01
    95 Express Phase 3A-1 FPN #s: 433108-4-52-01 & 428009-1-52-01 95 Express Phase 3A-1 will extend the existing express lanes north from just south of Broward Boulevard to just north of Commercial Boulevard in Broward County. One lane will be added and the High Occupancy Vehicle (HOV) lane will be Contact Us… converted to create two express lanes in each direction. This project includes ramp signalization from Hallandale Beach Boulevard to Commercial Boulevard. Other Email: work includes: installing Intelligent Transportation System (ITS) and tolling [email protected] equipment; widening bridges; and installing noise barrier walls at locations along I- 95 Southbound between Broward Boulevard and NW 6th Street, and along I-95 Northbound between Powerline Road and Commercial Boulevard. Contract time Call: for this $149 million project began Monday, October 4, 2015, with design activities currently underway. Construction began August 21, 2016, and is expected to be Construction PIO completed Spring 2020. Please note that this schedule is subject to change due to Office: weather or other unforeseen circumstances. (954) 299-6561 As of Winter 2016, project activities are as follows: • Or Design, survey and maintenance activities • Broward Boulevard ramp widening and reconstruction • Broward Boulevard widening and paving For information about • I-95 northbound milling and resurfacing 95 Express including lane closure Lane Closures & Traffic Impacts: information visit: Lane closures are occuring in the work zone from 10:30 p.m. to 5:30 a.m. Sunday through Thursday. Entrance and exit ramps will be closed as needed. 95Express.com Upcoming Project Milestones (weather permitting): • Winter 2016/2017: Ongoing milling and resurfacing of I-95 northbound from Broward Boulevard to Oakland Park Boulevard • Winter 2016/2017: Broward Boulevard construction anticipated to be completed • Early 2017: Sound wall work will begin For around-the-clock, real time, I-95 traffic information, call 511.
    [Show full text]
  • Chapter 9- the Circulation Plan (PDF)
    CHAPTER 9- THE CIRCULATION PLAN The Circulation Plan in Middletown is coordinated with the State's system of expressways, including Interstate Route 91 about to be completed, Route 9 in the Connecticut valley and the future Route 6A across the State. Middletown needs a thoroughfare between Route I-91 near Country Club Road and the center. The Circulation Plan is also coordinated with the development of downtown Middletown, already described, including the circumferential "ring road" around the center. Regional Expressways The plan which the State Highway Department has made for a state-wide expressway system includes three such routes which traverse Middletown. Interstate Route 91 is under construction from New Haven northward and crosses the western part of the City. Meeting the Connecticut Turnpike at New Haven, this will be the principal approach to Middletown from the southwest, including metropolitan New York. This is scheduled to be completed by the end of 1965. Route 9 is the principal north-south artery of the Connecticut Valley. It passes through Middletown center as an at-grade boulevard along the riverfront mixing local and through traffic. South of the center, it has been improved as a four-lane expressway to a point near the Haddam town line. Its rebuilding as an expressway to the Connecticut Turnpike at Old Saybrook will be undertaken shortly. North of Middletown Route 9 will soon be relocated and rebuilt as an expressway, turning westerly from its present line to join I-91 in the western part of Cromwell. Thus traffic to Middletown from Hartford and the north will start on I-91 and transfer to the new Route 9 a few miles north of the City.
    [Show full text]
  • I-82 Valley Mall Boulevard Full-Diamond Interchange Was Originally Built in 1964
    PRACTICAL DESIGN AT WORK — DESIGN I-82 – Valley Mall Boulevard – construct roundabout Background Agriculture and tourism, key industries in the Yakima Valley, increase population and drive congestion along the Interstate 82 corridor. Valley Mall Boulevard, located south of Yakima in Union Gap, connects retail and commercial development to the interstate system and provides a direct route to the Yakima Air Terminal. In 2011, the Washington State Department of Transportation improved the Valley Mall Boulevard connection to the I-82 corridor by constructing three roundabouts; a modern traffic trend, somewhat new to the northwest. Practical design solution The I-82 Valley Mall Boulevard full-diamond interchange was originally built in 1964. Minor improvements including widening ramps were complete in 1997. With three stoplights at the ramp terminal, the interchange configuration and traffic flow was not keeping up with the demands of growing retail and commercial development. Congestion at peak travel times resulted in long delays and an increased risk of collisions as traffic backed up onto the freeway. Engineers worried about safety as T-bone and rear-end collisions increased. Typical design options for the congestion and safety issues would entail costly ramps and bridges. The final design chosen embodied modern day practical design concepts. The project used three roundabouts to connect the on-ramps and off-ramps to Valley Mall the city of Union Gap, local businesses The diamond interchange had Boulevard and the adjacent local street, and the public through design and exceeded its service life and was at to improve traffic flow, reduce the risk construction. WSDOT attended city capacity.
    [Show full text]
  • Boulevard Planting ORDINANCE.Pdf
    ORDINANCE CITY OF SAINT PAUL, MINNESOTA An ordinance establishing height limits for boulevard plantings. THE COUNCIL OF THE CITY OF SAINT PAUL DOES ORDAIN: Chapter 105, Sec. 105.04 of the Saint Paul Legislative Code is hereby amended to read as follows: Sec. 105.04. - Boulevard planting. (a) Purpose. It is the purpose and intent of the city to allow property owners to plant and maintain the boulevard areas adjoining their property in a manner which enhances and improves the aesthetic appearance of city streets, avenues and alleys. (b) Definitions. Boulevard shall mean the public right-of-way lying between the property line and sidewalk, and between the sidewalk and the roadway, or where no sidewalk exists, between the property line and the roadway. Boulevard plantings shall mean plantings that do not meet the definition of boulevard rain garden. Boulevard rain garden shall mean a landscaped depressed area that can hold stormwater runoff from impervious surfaces while it infiltrates into the soil below. Drip line shall mean an imaginary vertical line that extends from the outermost branches of a tree's canopy to the ground. Noxious weeds shall mean the annual, biennial and perennial plants which are deemed by the commissioner of agriculture to be injurious to public health, environment, public roads, crops, livestock and other property, as set forth in Minn. Rules 1505.0730, including but not limited to: Convolvulus arvensis (field bindweed), Cannabis sativa (hemp), Rhus radicans (poison ivy), Euphorbia esula (leafy spurge), Sonchus arvensis (perennial sow thistle), Cirsium vulgare (bull thistle), Cirsium arvense (Canada thistle), Carduus nutans (musk thistle) and Carduus acanthoides (plumeless thistle).
    [Show full text]
  • From Bifurcation to Boulevard
    FROM BIFURCATION TO BOULEVARD: Tampa’s Future Without I-275 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT I-275 IS EXPENDABLE I-275 IS NOT REGIONAL I-275 N/S AADT I-75 Jct. to Bearss Ave. Bearss Ave. to Fletcher Ave. Fletcher Ave. to Fowler Ave. Fowler Ave. to Busch Blvd. Busch Blvd. to Bird St. Bird St. to Sligh Ave. Sligh Ave. to Hillsborough Ave. Hillsborough Ave. to MLK Blvd. MLK Blvd. to Floribraska Ave. Floribraska Ave. to Columbus Dr. Columbus Dr. to I-4 Intchg. 0 20000 40000 60000 80000 100000 120000 140000 160000 180000 I-275 N/S CAR TRAFFIC AADT I-275 N/S TRUCK TRAFFIC AADT I-275 N/S TRAFFIC AADT I-275 N/S AADT BY EXIT ON/OFF RAMP 35000 30000 25000 20000 15000 10000 5000 0 Bearss Ave. Fletcher Ave. Fowler Ave. Busch Blvd. Bird St.* Sligh Ave. Hillsborough MLK Blvd. Floribraska Ave.* Ave.** SB OFF RAMP NB ON RAMP NB OFF RAMP SB ON RAMP I-275 BISECTS COMMUNITIES BUSCH SLIGH MLK FLORIDA FLORIDA FLORIDA NEBRASKA NEBRASKA NEBRASKA HILLSBOROUGH COLUMBUS SLIGH I-275 LOWERS PROPERTY VALUES WHAT IS THE ALTERNATIVE? I-275 N/S AADT 175000 155000 135000 115000 95000 75000 DESIGN FOR THE 65% 55000 35000 15000 -5000 I-75 Jct. to Bearss Bearss Ave. to Fletcher Ave. to Fowler Ave. to Busch Busch Blvd. to Bird Bird St.
    [Show full text]
  • Download Closures and Detours
    Type of Type of Date City Location Closure Closure Limits Time Frame Detour Closure Work 9/27/21 9/27/21 Costa Mesa 9/27/21 Costa Mesa I-405/SR-73 Connector I-405/SR-73 SB 405 from SR-73 to Bear 9/27/21 Costa Mesa Lane Reduction 8:30 pm to 5 am Right 4 Lanes Bridge Work None Connector St. 9/27/21 Costa Mesa Fairview Road SB 405 off-ramp onto Highway SB I-405 Harbor Blvd. off-ramp, NB Harbor Blvd., EB South 9/27/21 Costa Mesa Fairview Road SB 405 off-ramp 9 pm to 5 am Full Closure Fairview Rd. construction Coast Dr., Fairview Rd. 9/27/21 Costa Mesa Harbor Boulevard Harbor NB Harbor Blvd. on-ramp NB Harbor Blvd., EB Baker St., NB Bristol St., SB I-405 loop 9/27/21 Costa Mesa SB 405 on-ramp 8:30 pm to 5 am Full Closure Bridge Work Boulevard onto SB 405 on-ramp Harbor NB 405 lane NB 405 between Harbor Highway 9/27/21 Costa Mesa 10 pm to 1 am Right 2 Lanes None Boulevard reduction Blvd. and Euclid St. construction SB I-405 Freeway SB I-405 between Harbor 9/27/21 Costa Mesa Fairview Road 9 pm to 5 am Right 3 Lanes Bridge Work None Lane Reduction Blvd and Fairview Rd. 9/27/21 Costa Mesa Hyland Avenue Hyland Ave./ South Coast NB Harbor Blvd., WB MacArthur Blvd/Talbert Ave., SB 9/27/21 Costa Mesa Hyland Avenue NB 405 on-ramp 10 pm to 7 am Full Closure Bridge Work Dr.
    [Show full text]
  • Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation
    Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation BDK85 977-21 Final Report December 2011 i Improving Value of Travel Time Savings Estimation for More Effective Transportation Project Evaluation BDK85 977-21 Final Report Prepared for: Florida Department of Transportation Research Center 605 Suwannee Street, MS 30 Tallahassee, FL 32399-0450 Project Manager: Amy Datz Prepared by: Victoria A. Perk Joseph S. DeSalvo, Ph.D. Tara A. Rodrigues Nina M. Verzosa Steven C. Bovino Center for Urban Transportation Research University of South Florida 4202 E. Fowler Avenue, CUT-100 Tampa, FL 33620-5375 December 2011 i DRAFT October 2011 ii DISCLAIMER The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the State of Florida Department of Transportation. iii iv Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date Improving Value of Travel Time Savings Estimation for More December 2011 Effective Transportation Project Evaluation 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Victoria A. Perk, Joseph S. DeSalvo, Tara A. Rodrigues, Nina M. Verzosa, Steven C. Bovino 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Urban Transportation Research University of South Florida 4202 E. Fowler Avenue, CUT-100 11. Contract or Grant No. Tampa, FL 33620 BDK85 977-21 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Florida Department of Transportation Final Report Research Center March 2010 – December 2011 605 Suwannee Street, MS 30 14.
    [Show full text]
  • The I-15 Express Lanes Corridor FACT SHEET
    Transportation The I-15 Express Lanes Corridor FACT SHEET Overview The Interstate 15 (I-15) Express Lanes Funded Project CAMP PENDLETON provide 20 miles of flexible travel between 5 15 76 76 State Route 163 in San Diego and State VISTA OCEANSIDE 78 SAN MARCOS Route 78 in Escondido. Construction of ESCONDIDO CARLSBAD the Express Lanes was completed in 2012, 78 ENCINITAS 15 67 replacing the previous eight-mile, two-lane SOLANA BEACH 5 POWAY Express Lanes, which opened in 1988. DEL MAR 56 SANTEE 67 8 The Express Lanes feature a movable barrier 52 15 805 EL CAJON 8 LA in the middle of the lanes which can be 125 MESA 54 SAN DIEGO 15 163 LEMON 94 125 GROVE 54 94 moved to increase or decrease the number 282 NATIONAL CITY 54 CORONADO 125 of lanes in each direction to keep traffic 75 805 5 CHULA VISTA IMPERIAL S flowing smoothly. The Express Lanes also BEACH 905 UNITED STATE MEXICO feature five Direct Access Ramps (DARs) TIJUANA and 16 additional access points, making it easy to get in or out of the lanes. Carpools, vanpools, transit services, 5 MILES motorcycles, and permitted clean air vehicles can use the Express Lanes for free – all day, Bus Rapid every day. Transit Station Electronic Toll Collection MAP NOT TO SCALE The I-15 Express Lanes use Escondido FasTrak, a statewide electronic T.C. toll collection (ETC) system. Del Lago This technology eliminates the need for drivers to stop and pay at toll booths; instead a transponder mounted to their Rancho Bernardo car’s windshield electronically pays tolls.
    [Show full text]
  • Cobblestone Traffic Study
    Town of Avon Traffic Calming Program Traffic Investigation Report July 2012 (Draft) Cobblestone Springs (2) Subdivision Prepared by Town of Avon Traffic Calming Program Traffic Investigation Report Cobblestone Springs (2) Subdivision July, 2012 (Draft) Report Table of Contents Purpose of Traffic Investigation Problems Identified by Neighborhood Neighborhood Roadway Characteristics Recorded Traffic Data Analysis of Traffic and Roadway Data Remediation Alternatives Recommended Alternative and Estimated Cost Implementation Plan Directly Affected Area Neighborhood Survey Results Public Works Department Recommendation Town Council Action Implementation Program Appendix Neighborhood Petition Letter Roadway Data Checklist Traffic Data Locations Traffic Data Table Proposed Speed Hump Location Directly Affected Area Exhibit Petition Letter Response from the Town Neighborhood Survey Letter Neighborhood Survey Response Summary Traffic Calming Design Guidelines Traffic Investigation Report Purpose of Traffic Investigation A traffic investigation was performed to measure and observe motorist, bicyclist, and pedestrian behavior and safety as well as to note the existing roadway characteristics. The investigation is intended to focus on the problems identified by the neighborhood petition letters, as well as problems observed during the course of the investigation. Traffic counts and speeds have been recorded. Based on this information, recommendations have been made which will be implemented by the Town provided that a clear majority of the directly affected residents who return a completed survey form to the Town approve of the recommended changes. Problems Identified by the Neighborhood (see Petition letter in Appendix) A petition, dated 4/13/12, and signed by the Cobblestone Springs Home Owners Association President, was submitted to the Town identifying neighborhood traffic concerns and requesting that the Town of Avon study traffic on Cobblesprings Drive between Winterwood Drive and Cobblesprings Court.
    [Show full text]
  • Interstates/Highways to Boulevards Research
    Lorem ipsumInterstates/Highways to Boulevards dolor sit amet, Research Cum eu mollis numquam, ut veri iisque pro. Magna animal et sit, purto etiam errem an eos. Vel magna pertinacia at, ex est nonumy dolorem, ei qui paulo torquatos quaerendum. Pri erroribus referrenturThe ex.CoPIRG Foundation and groups counter to the widening Est te populoof the semper, Central harum semper70 id project his, ad qui illumhave reformidans.referenced Est duis consectetuer highway at.-to - Unum putantboulevard minimum conversions no cum, eu quot delenitiin their vim. Debitis argument maiorum for quo ei. urban Pri prompta freeway euismod inermisremoval id, no legimus. Below incorrupte are mei, hinc examples primis nostro of no highw per. ays that have been Nam modusconv melioreerted to boulevards or removed, as well as projects that cu. Ut dolore noster has, alterum corrumpit percipitur duo ne, eam te summo nostrudare under debate scriptorem. Blandit principesand have not been removed. patrioque an sed. Scripta persius cu ius, an duo numquam fabulas periculis. Vidit mentitum et per, in mel solet partiendo. Ius in autem corpora luptatum, ad vix option blandit, pri tale viderer molestie ad. Mazim quodsi lucilius ne nec. Tollit scriptorem vel ea, eu mei erat voluptaria, eos ei tale equidem. Ex eos facilis sadipscing. Cu quis fuisset prodesset quo, mel cu enim mentitum, ad vix dissentiunt consequuntur. Est etiam luptatum vulputate no, nonumy delectus scaevola cu est. Meis nobis necessitatibus ad vix. Quo invenire praesent laboramus et, ne duo meis tempor ullamcorper.
    [Show full text]