Access Management Manual, September 5, 2019 TABLE of CONTENTS
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The Effect of Road Narrowings on Cyclists
The effect of road narrowings on cyclists Prepared for Charging and Local Transport Division, Department for Transport A Gibbard, S Reid, J Mitchell, B Lawton, E Brown and H Harper TRL Report TRL621 First Published 2004 ISSN 0968-4107 Copyright TRL Limited 2004. This report has been produced by TRL Limited, under/as part of a contract placed by the Department for Transport. Any views expressed in it are not necessarily those of the Department. This report focuses on highway infrastructure as installed by a highway authority. Some illustrations may depict non- prescribed and unauthorised signing and road markings, which may be unlawful. Unless specifically referred to and explained in the report, the inclusion of non-standard signing in illustrations does not imply endorsement of its use by the Department for Transport. All prescribed signs are set out in Regulations (the Traffic Signs Regulations and General Directions and the Pedestrian Crossings Regulations) made under the provisions of the Road Traffic Regulation Act and published by the Stationery Office. TRL is committed to optimising energy efficiency, reducing waste and promoting recycling and re-use. In support of these environmental goals, this report has been printed on recycled paper, comprising 100% post-consumer waste, manufactured using a TCF (totally chlorine free) process. ii CONTENTS Page Executive Summary 1 1 Introduction 3 1.1 Study objectives 3 2 Current guidance 3 3 Consultation exercise 5 3.1 Consultation results 5 4 Questionnaire survey 7 4.1 Survey results 8 4.2 -
City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
Town of Glastonbury Bid No. Gl-2020-07
TOWN OF GLASTONBURY BID NO. GL-2020-07 MAIN STREET RAISED TRAFFIC ISLAND ADDENDUM NO. 1 SEPTEMBER 16, 2019 BID DUE DATE: SEPTEMBER 19, 2019 11:00 A.M. The attention of bidders submitting proposals for the above-referenced project is called to the following Addendum to the specifications. The items set forth herein, whether of omission, addition, substitution or other change, are all to be included in and form a part of the proposed Contract Documents for the work. Bidders shall acknowledge this Addendum in the Bid Proposal by inserting its number on Page BP-1. Make the following modifications to the Contract Documents: BID PROPOSAL FORM: The bid proposal form is hereby replaced with the attached. ALL BIDDERS MUST USE THE REVISED BID PROPOSAL FORM. CONSTRUCTION PLANS: Sheets 1 of the plan set titled “PLAN DEPICTING PROPOSED TRAFFIC ISLAND IMPROVEMENTS LOCATED AND MAIN STREET AND HEBRON AVENUE, GLASTONBURY CONNECTICUT” is hereby replaced with the attached plan. Changes shown on Sheet 1 include notes depicting removal and resetting of existing brick pavers in the vicinity of the existing town-owned locus tree which is to be completed as described in the special provision listed below. SPECIAL PROVISIONS: The following Special Provisions are hereby added to the contract: ITEM 0992093A REMOVE AND RESET BRICK PAVERS This Addendum Contains 6 Pages including the above text and 1 Plan Sheet. MAIN STREET RAISED TRAFFIC ISLAND ADDENDUM 1 BID PROPOSAL – REVISED BID #GL-2020-07 TOWN OF GLASTONBURY * 2155 MAIN STREET * GLASTONURY * CT BID / PROPOSAL NO: GL-2020-07 DATE DUE: September 19, 2019 DATE ADVERTISED: September 6, 2019 TIME DUE: 11:00 AM NAME OF PROJECT: Main Street Raised Traffic Island In compliance with this Invitation to Bid, the Bidder hereby proposes to provide goods and/or services as per this solicitation in strict accordance with the Bid Documents, within the time set forth therein, and at the prices submitted with their bid response. -
Pavements and Surface Materials
N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base. -
Understanding Intersections –– Stopping at Intersections Are Places Where a Number of Road Users Cross Intersections Paths
4 rules of the road Chapter 3, signs, signals and road markings, gave you some in this chapter information about the most common signs, signals and road markings you will see when driving. This chapter gives • Understanding you the information you’ll need to help you drive safely at intersections intersections, use lanes correctly and park legally. – signalling – types of intersections Understanding intersections – stopping at Intersections are places where a number of road users cross intersections paths. There is often a lot of activity in intersections, so it’s – right‑of‑way at important to be alert. Remember that other road users may be intersections in a hurry, and may want to move into the same space that you • Using lanes are planning on moving into. correctly – which lane Signalling should you use Signals are important — they let other traffic know what you are – lane tracking intending to do. You should signal when you’re preparing to: – turning lanes – reserved lanes • turn left or right – pulling into a • change lanes lane • park – passing – merging • move toward, or away from, the side of the road. – highway or freeway Types of intersections entrances and exits Controlled intersections – cul‑de‑sacs A controlled intersection is one that has signs or traffic lights – turning around telling you what to do. To drive safely in these intersections, you • Parking tips and need to know what the signals and signs mean, and also the rules right‑of‑way rules. But always be cautious. Other drivers may not be paying attention to the signs and signals. Uncontrolled intersections Uncontrolled intersections have no signs or traffic lights. -
Brick Streets Plan
BRICK STREETS PLAN City of Rock Island Community & Economic Development Department Planning & Redevelopment Division Rock Island Preservation Commission Adopted 1988 by Rock Island City Council Amended: January 23, 2012 August 22, 2011 March 28, 2005 April 10, 2000 May 12, 1997 September 14, 1992 Rock Solid. Rock Island. 1899 - The first brick pavement was laid in the Tri-Cities on the corner of Twentieth Street and Second Avenue, Rock Island. The first brick was placed by Mayor William McConochie. Civil Engineer for the project was H.G. Paddock. -- From Historical Souvenir of Moline and Vicinity, 1909 TABLE of CONTENTS Executive Summary ..................................................................................... 3 Prioritization List ........................................................................................... 5 Map of Brick Streets ..................................................................................... 6 Methodology ................................................................................................ 9 History of Brick Street Construction in Rock Island ...................................... 10 Condition of Brick Streets ............................................................................. 13 Utilities and Brick Streets ............................................................................. 17 Street Standards .......................................................................................... 18 Owner-Occupancy Along Brick Streets ....................................................... -
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. -
Town Standards Index (Select to View) • Collector Street Cross Section
Town Standards Index (select to view) • Collector Street Cross Section - Standard #3.00 • Collector Street Cross Section w/ Bike Lanes - Standard #3.01 • Local Street Cross Section - Standard #3.02 • Local Street Cross Section (No Curb) - Standard #3.03 • Industrial Street Cross Section - Standard #3.04 • 4-Lane Divided Street Cross Section - Standard #3.05 • Alley Cross Section - Standard #3.06 • Greenway Asphalt Path Cross Section - Standard #3.07 • Utility Trench Pavement Repair - Standard #3.08 • Typical Pavement Repair - Standard #3.09 • Standard Driveway Turnout - Standard #3.12 • Standard Curb & Gutter - Standard #3.13 • Median Curb - Standard #3.14 • Rolled Curb - Standard #3.15 • Residential Cul-de-sac - Standard #3.16 • Barricade for Dead End Streets - Standard #3.17 • Standard Concrete Drop Inlet - Standard #4.10 • Standard Brick Drop Inlet - Standard #4.11 • Standard Drop Inlet Grates - Standard #4.12 • Standard Concrete Catch Basin - Standard #4.13A • Standard Concrete Catch Basin - Standard #4.13B • Standard Brick Catch Basin - Standard #4.14A • Standard Brick Catch Basin - Standard #4.14B • HDPE Pipe - Standard #4.16 • Trench Installation for HDPE - Standard #4.16A • Polypropylene Pipe - Standard #4.17 • Trench Installation for Polypropylene - Standard #4.17A • Dissimilar Pipe Connections to RCP - Standard #4.18 • Curb Ramps - Standard #5.00 • Curb Ramps - New Development - Standard #5.01 • Curb Ramps - New Development - Standard #5.02 • Curb Ramps - New Development - Standard #5.03 • Curb Ramps - Retrofit - Standard #5.04 -
Chapter 3 - Intersections Publication 13M (DM-2) Change #1 – Revised 12/12 CHAPTER 3
Chapter 3 - Intersections Publication 13M (DM-2) Change #1 – Revised 12/12 CHAPTER 3 INTERSECTIONS 3.0 INTRODUCTION By definition, an intersection is the general area where two or more highways join or cross including the roadway and roadside facilities for traffic movements within the area. The efficiency, safety, speed, cost of operation and capacity of an intersection depends upon its design. Since each intersection involves innumerable vehicle movements, these movements may be facilitated by various geometric design and traffic control depending on the type of intersection. The three general types of highway crossings are: (1) at-grade intersections, (2) grade separations without ramps and (3) interchanges. The most important design considerations for intersections fall into two major categories: (1) the geometric design including a capacity analysis and (2) the location and type of traffic control devices. For the most part, these considerations are applicable to both new and existing intersections, although on existing intersections in built-up areas, heavy development may make extensive design changes impractical. The design elements, capacity analysis and traffic control concepts presented in this Chapter apply to intersections and their appurtenant features. Additional sources of information and criteria to supplement the concepts presented in this Chapter are contained in the 2004 AASHTO Green Book, Chapter 9 and the MUTCD. 3.1 OBJECTIVES AND FACTORS FOR DESIGN CONSIDERATIONS The main objective of intersection design is to facilitate the convenience, ease and comfort of people traversing the intersection while enhancing the efficient movement of motor vehicles, buses, trucks, bicycles, and pedestrians. Refer to the section "General Design Considerations and Objectives" in the 2004 AASHTO Green Book, Chapter 9, for details about the five basic elements that should be considered in intersection design: human factors, traffic considerations, physical elements, economic factors, and functional intersection area. -
California Transportation Plan 2050 - Comments
December 20, 2018 Sent via email and FedEx (if applicable) California Department of Transportation (Caltrans) Division of Transportation Planning California Transportation Plan Office of State Planning 1120 N Street, MS 32 Sacramento, CA 95814 (916) 654-2852 [email protected] Re: California Transportation Plan 2050 - Comments Dear California Transportation Plan 2050 Planners: These comments are submitted on behalf of the Center for Biological Diversity (the “Center”) regarding the California Transportation Plan (CTP) 2050. The Center is encouraged by Caltrans’ commitment to increase safety and security on bridges, highways, and roads and create a low-carbon transportation system that protects human and environmental health. To achieve these goals, it is imperative that Caltrans integrate wildlife connectivity into the design and implementation of California’s transportation infrastructure. The Center urges Caltrans to improve driver safety and minimize the impact of roads and traffic on wildlife movement and habitat connectivity with the following actions: 1. Collect and analyze standardized roadkill and wildlife vehicle collision data. 2. Build climate-wise wildlife crossing infrastructure in high priority areas. 3. Prioritize wildlife movement and habitat connectivity on ALL transportation projects. 4. Designate an expert unit dedicated to address wildlife connectivity issues. This unit should form strategic collaborations and partnerships with other connectivity experts. 5. Evaluate the effectiveness of wildlife crossing infrastructure to inform future mitigation. 6. Upgrade existing culverts to facilitate wildlife connectivity as part of routine maintenance. 7. Provide up-to-date guidance for best practices for climate-wise connectivity. 8. Engage with volunteer and community scientists and platforms. 9. Improve multimodal transportation design. -
Installing Alley-Gates
INSTALLING ALLEY-GATES: PRACTICAL LESSONS FROM BURGLARY PREVENTION PROJECTS Briefing Note 2/01 Shane Johnson and Camille Loxley July 2001 “The views expressed in this briefing note are those of the authors, not necessarily those of the Home Office (nor do they reflect Government policy).” Introduction Benefits of an alley-gate Alley-gating, the installation of security gates across Reducing burglary footpath and alleyways, is a form of situational crime Results from the 1998 British Crime Survey1 showed prevention that attempts to reduce the opportunity to that 55% of burglaries with entry occurred through the commit crimes such as domestic burglary. When rear in terraced and detached/semi-detached houses. installed and properly used, alley-gates should control Moreover, an analysis of recorded crime data for the access to vulnerable target areas – usually paths or county of Merseyside shows that this pattern is alleys at the rear and to the sides of houses. Although particularly evident for terraced housing, with entry there are good reasons for thinking that alley-gates being gained via the rear of the property for around 72% should reduce burglary, there is as yet little hard of burglaries. The implication of such findings is that in evidence that they do. This will be available later in the theory, by restricting access to the rear of properties, year when evaluations of projects funded by the Crime alley-gating should have a very significant effect on Reduction Programme report their findings. In the burglary, although there are as yet no impact interim, however, the promise of alley-gating is enough evaluations of alley-gating schemes available. -
Costing of Bicycle Infrastructure and Programs in Canada Project Team
Costing of Bicycle Infrastructure and Programs in Canada Project Team Project Leads: Nancy Smith Lea, The Centre for Active Transportation, Clean Air Partnership Dr. Ray Tomalty, School of Urban Planning, McGill University Researchers: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Dr. Marvin Macaraig, The Centre for Active Transportation, Clean Air Partnership Julia Malmo-Laycock, School of Urban Planning, McGill University Report Design: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Cover Photo: Tour de l’ile, Go Bike Montreal Festival, Montreal by Maxime Juneau/APMJ Project Partner: Please cite as: Benni, J., Macaraig, M., Malmo-Laycock, J., Smith Lea, N. & Tomalty, R. (2019). Costing of Bicycle Infrastructure and Programs in Canada. Toronto: Clean Air Partnership. CONTENTS List of Figures 4 List of Tables 7 Executive Summary 8 1. Introduction 12 2. Costs of Bicycle Infrastructure Measures 13 Introduction 14 On-street facilities 16 Intersection & crossing treatments 26 Traffic calming treatments 32 Off-street facilities 39 Accessory & support features 43 3. Costs of Cycling Programs 51 Introduction 52 Training programs 54 Repair & maintenance 58 Events 60 Supports & programs 63 Conclusion 71 References 72 Costing of Bicycle Infrastructure and Programs in Canada 3 LIST OF FIGURES Figure 1: Bollard protected cycle track on Bloor Street, Toronto, ON ..................................................... 16 Figure 2: Adjustable concrete barrier protected cycle track on Sherbrook St, Winnipeg, ON ............ 17 Figure 3: Concrete median protected cycle track on Pandora Ave in Victoria, BC ............................ 18 Figure 4: Pandora Avenue Protected Bicycle Lane Facility Map ............................................................ 19 Figure 5: Floating Bus Stop on Pandora Avenue ........................................................................................ 19 Figure 6: Raised pedestrian crossings on Pandora Avenue .....................................................................