31 Section 7.00 Design Standards 7.01 Streets And
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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: -
Traffic Signing and Pavement Markings General Notes
TOWN OF QUEEN CREEK Development Services Department Traffic Engineering Program TRAFFIC SIGNING AND PAVEMENT 22358 S. Ellsworth Road Queen Creek, Arizona 85142 MARKINGS GENERAL NOTES Signing Plan General Notes 1. The Town Traffic Engineer shall be notified at 480-358-3132 at least five business days prior to beginning any signing work associated with these plans. 2. The Town Traffic Engineer may require the Contractor to adjust signing locations, off- sets and types of signs at the time of installation. 3. All signing materials and installation shall conform to Town requirements, the Arizona Department of Transportation Standard Drawings and Specifications, the Manual on Uniform Traffic Control Devices (latest ADOT approved edition) and direction from the Town Traffic Engineer at time of installation. 4. The Contractor shall coordinate with the Town Traffic Engineering Division prior to ordering any materials to obtain the latest signing requirements and specifications. 5. The Contractor shall notify the Traffic Engineering Division at 480-358-3132 upon completion of all signing work to schedule a final inspection. The Contractor shall supply all required warranty documents to the Town Traffic Engineering Division prior to final job acceptance. 6. All existing signs temporarily removed by the contractor shall be salvaged for reinstallation by the Contractor. All signs permanently removed by the Contractor shall be salvaged and returned to the Town. The Contractor shall be solely responsible for maintaining each sign that is removed, ensuring that the signs integrity is maintained. In the event the sign is damaged, the Contractor shall be responsible for its replacement. 7. All signs and sign posts shall be installed per ADOT Standard Drawing S-3. -
Rural Expressway Intersection Synthesis of Practice and Crash Analysis
RURAL EXPRESSWAY INTERSECTION SYNTHESIS OF PRACTICE AND CRASH ANALYSIS Sponsored by the Iowa Department of Transportation (CTRE Project 03-157) Final Report October 2004 Disclaimer Notice The opinions, fi ndings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Iowa Department of Transportation. The sponsor(s) assume no liability for the contents or use of the information contained in this document. This report does not constitute a standard, specifi cation, or regulation. The sponsor(s) do not endorse products or manufacturers. About CTRE/ISU The mission of the Center for Transportation Research and Education (CTRE) at Iowa State Uni- versity is to develop and implement innovative methods, materials, and technologies for improv- ing transportation effi ciency, safety, and reliability while improving the learning environment of students, faculty, and staff in transportation-related fi elds. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. CTRE Project 03-157 4. Title and Subtitle 5. Report Date Rural Expressway Intersection Synthesis of Practice and Crash Analysis October 2004 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. T. H. Maze, Neal R. Hawkins, and Garrett Burchett 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research and Education Iowa State University 11. Contract or Grant No. 2901 South Loop Drive, Suite 3100 Ames, IA 50010-8634 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Iowa Department of Transportation Final Report 800 Lincoln Way 14. Sponsoring Agency Code Ames, IA 50010 15. -
Chapter 11.02
Chapter 11.02 DEFINITIONS1 Sections: 11.02.010 Interpretation. 11.02.015 AASHTO. 11.02.020 Acceptance. 11.02.030 All weather surface. 11.02.040 California Culvert Practice. 11.02.050 Consulting engineer. 11.02.060 Contractor. 11.02.070 County. 11.02.080 County engineer. 11.02.090 Department. 11.02.100 Director. 11.02.110 Driveway. 11.02.120 Driveway, common. 11.02.130 Final map. 11.02.140 May. 11.02.145 MUTCD. 11.02.150 Parcel map. 11.02.160 Road, Arterial. 11.02.170 Road, Collector. 11.02.180 Road, Cul-de-sac. 11.02.190 Road, Local. 11.02.200 Road, Through. 11.02.210 Road, Off-site. 11.02.220 Shall. 11.02.230 Special provisions. 11.02.240 Stabilometer “R” value. 11.02.250 State. 11.02.260 State specifications. 11.02.270 Traffic index. 11.02.280 Traveled way. 11.02.290 Turnaround bulb. 11.02.300 Turnaround, hammerhead. 11.02.310 Turnout. 11.02.320 Uniform surface. 11.02.330 Urban development. 11.02.340 Urban streets. 11.02.010 Interpretation. In this title or the state Highway Transportation Officials. (Ord. 3298 § 2, specifications, the intent and meaning of the terms 2016) that are used shall be as defined in Section I of the state specifications except as specifically noted, 11.02.020 Acceptance. “Acceptance” means the revised or added in this title. Except where formal written acceptance by the Director for work otherwise indicated, all specified or referenced which is completed on roads which are to be distances are measured along the ground. -
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". -
501 - Fire Apparatus Access Standard
VENTURA COUNTY FIRE PROTECTION DISTRICT FIRE PREVENTION BUREAU 165 DURLEY AVENUE CAMARILLO, CA 83010 www.vcfd.org Office: 805-388-8738 Fax: 805-388-4356 501 - FIRE APPARATUS ACCESS STANDARD The information contained in this standard is provided solely for the convenience of the reader and was being enforced by the Ventura County Fire Protection District at the time of its publication. The District reserves the right to make changes and improvements to this standard as and when required by law, or otherwise, at any time. The District’s current standards will be posted and made available for downloading by the public at the following web site: www.vcfd.org Please note that the District assumes no liability for any damages incurred directly or indirectly as a result of any errors, omissions, or discrepancies between this standard and any applicable law. It is the sole responsibility of the person or persons conducting any work pursuant to this standard to ensure their work complies with any and all applicable codes, ordinances, and regulations. Supersedes: VCFPD Standards 14.6.4, 14.6.5, 14.6.6, 14.6.7, 14.6.8, 14.6.9 and 14.6.11 CHAPTER 1 – ADMINISTRATION 1.1 Purpose. The purpose of this standard shall be to provide clarification of requirements and establish and assign an acceptable level of quality and minimum level of mandatory controls to provide and maintain required fire department access to premises in compliance with the Ventura County Fire Code. The provisions of this standard are general in nature and are not intended to over- ride the specific requirements of the Ventura County Fire Apparatus Access Code. -
"2. Sidewalks". "Boston Complete Streets Design Guide."
Sidewalk Zone Widths The width of the sidewalk contributes to the degree of When making decisions for how to allocate sidewalk space, comfort and enjoyment of walking along a street. Narrow the following principles should be used: sidewalks do not support lively pedestrian activity, and may create dangerous conditions where people walk in the Frontage Zone street. Typically, a five foot wide Pedestrian Zone supports > The Frontage Zone should be maximized to provide space two people walking side by side or two wheel chairs passing for cafés, plazas, and greenscape elements along build- each other. An eight foot wide Pedestrian Zone allows two ing facades wherever possible, but not at the expense of pairs of people to comfortably pass each other, and a ten reducing the Pedestrian Zone beyond the recommended foot or wider Pedestrian Zone can support high volumes of minimum widths. pedestrians. Pedestrian Zone Vibrant sidewalks bustling with pedestrian activity are not > The Pedestrian Zone should be clear of any obstructions only used for transportation, but for social walking, lingering, including utilities, traffic control devices, trees, and furniture. and people watching. Sidewalks, especially along Downtown When reconstructing sidewalks and relocating utilities, all Commercial, Downtown Mixed-Use, and Neighborhood Main utility access points and obstructions should be relocated Streets, should encourage social uses of the sidewalk realm outside of the Pedestrian Zone. by providing adequate widths. > While sidewalks do not need to be perfectly straight, the SIDEWALKS Pedestrian Zone should not weave back and forth in the When determining sidewalk zone widths, factors to consider right-of-way for no other reason than to introduce curves. -
Chapter 5 Safety
5 Safety 5.1 Introduction 103 5.2 Conflicts 104 5.2.1 Vehicle conflicts 105 5.2.2 Pedestrian conflicts 108 5.2.3 Bicycle conflicts 110 5.3 Crash Statistics 111 5.3.1 Comparisons to previous intersection treatment 111 5.3.2 Collision types 113 5.3.3 Pedestrians 117 5.3.4 Bicyclists 120 5.4 Crash Prediction Models 122 5.5 References 125 Exhibit 5-1. Vehicle conflict points for “T” Intersections with single-lane approaches. 105 Exhibit 5-2. Vehicle conflict point comparison for intersections with single-lane approaches. 106 Exhibit 5-3. Improper lane-use conflicts in double-lane roundabouts. 107 Exhibit 5-4. Improper turn conflicts in double-lane roundabouts. 108 Exhibit 5-5. Vehicle-pedestrian conflicts at signalized intersections. 109 Exhibit 5-6. Vehicle-pedestrian conflicts at single-lane roundabouts. 109 Exhibit 5-7. Bicycle conflicts at conventional intersections (showing two left-turn options). 110 Exhibit 5-8. Bicycle conflicts at roundabouts. 111 Exhibit 5-9. Average annual crash frequencies at 11 U.S. intersections converted to roundabouts. 112 Exhibit 5-10. Mean crash reductions in various countries. 112 Exhibit 5-11. Reported proportions of major crash types at roundabouts. 113 Exhibit 5-12. Comparison of collision types at roundabouts. 114 Exhibit 5-13. Graphical depiction of collision types at roundabouts. 115 Exhibit 5-14. Crash percentage per type of user for urban roundabouts in 15 towns in western France. 116 Exhibit 5-15. British crash rates for pedestrians at roundabouts and signalized intersections. 117 Exhibit 5-16. Percentage reduction in the number of crashes by mode at 181 converted Dutch roundabouts. -
Copy of Alley List 2018 (Final)Test.Xlsx
Houston Alleys Accepted By the City of houston for Maintenance Block No. (of Parallel Streets) Parallel To Parallel To Beginning End Length Key Map Date Accepted* Hammersmith (13) 7500 Del Monte Dr. Chevy Chase Dr. Alley Amberly Ct. 600 490V Jun‐05 7600 Del Monte Dr. Chevy Chase Dr. Amberly Ct. Fulham Ct. 600 490V Jun‐05 7500 Chevy Chase Amberly Ct. Del Monte Dr. Chevy Chase Dr. 450 490V Jun‐05 7500 Chevy Chase Amberly Ct. Olympia Dr. Chevy Chase Dr. 450 490V Jun‐05 7500 Olympia Dr. Chevy Chase Dr. S. Voss Rd. Amberly Ct. 600 490V Jun‐05 7600 Olympia Dr. Chevy Chase Dr. Amberly Ct. Fulham Ct. 600 490V Jun‐05 2100 Fulham Ct. Amberly Ct. Olympia Dr. Del Monte Dr. 765 490V Jun‐05 N/A Fulham Ct. S. Voss Rd. Olympia Dr. Alley 110 490V Jun‐05 N/A Fulham Ct. S. Voss Rd. Del Monte Dr. Alley 110 490V Jun‐05 7500 Amberly Ct. S. Voss Rd. Del Monte Dr. Chevy Chase Dr. 450 490V Jun‐05 7500 Amberly Ct. S. Voss Rd. Olympia Dr. Chevy Chase Dr. 450 490V Jun‐05 N/A Amberly Ct. S. Voss Rd. Olympia Dr. Alley 110 490V Jun‐05 N/A Amberly Ct. S. Voss Rd. Del Monte Dr. Alley 110 490V Jun‐05 Total: 5405 ft, 1.02 Miles Houston Heights (3) 300 W 19th W 20th Rutland Ashland 624 452V N/A 300 W 20th W 21th Rutland Ashland 639 452V N/A 600 W 20th W 21th Lawrence N Shepherd 610 452V N/A Total: 1873 ft, 0.35 Miles Villa del Parque (2) N/A Carla Normeadow Benbrook Lesue Ann 786 413Y Jun‐05 N/A Stabler Carla Rittenhouse Benbrook 954 413Y Jun‐05 Total: 1740 ft, 0.33 Miles Willowick Place (2) 3000 Essex Terrace Westgrove Weslayan Weslayan 1428 492S Jul‐73 2700 Essex Green Weslayan Essex Terrace Essex Green 293 492S Jul‐73 Houston Alleys Accepted By the City of houston for Maintenance Block No. -
Subdivision Street Standards Manual
TOWN OF MARANA Subdivision Street Standards Manual May 2013 TABLE OF CONTENTS CHAPTER & SECTION 1.0 INTRODUCTION AND PURPOSE………………………………………………. 1 1.1 Introduction………………………………………………………………… 1 1.2 Purpose……………………………………………………………………... 1 1.3 Applicability……………………………………………………………….. 2 2.0 FUNCTIONAL CLASSIFICATION AND REGULATIONS…………………….. 2 2.1 Functional Classification………………………………………….………... 2 2.2 Incorporated Regulations Adopted by Reference…………………………... 3 3.0 TRAFFIC STUDIES………………………………………………………………. 3 4.0 STREET LAYOUT AND GEOMETRIC DESIGN………………………………... 4 4.1 Street Layout………………………………………………………………… 4 4.2 Cul-de-sacs………………………………………………………………….. 5 4.3 Design Speed………………………………………………………………... 6 4.4 Design Vehicle…………………………………………………….………… 6 4.5 Horizontal Alignment……………………………………………………….. 7 4.6 Vertical Alignment………………………………………………………….. 7 4.7 Intersection Alignment…………………………………………….………… 8 4.8 Intersection Sight Distance…………………………………………………. 9 4.9 Residential and Commercial Drive Entrances………………………………. 10 4.10 Roadway Superelevation…………………………………………………….. 11 4.11 Roadway Drainage Crossings……………………………………………….. 11 4.12 Mountainous Terrain………………………………………………………… 11 4.13 Environmentally Sensitive Roadways………………………………………. 12 4.14 Alternative Access…………………………………………………………… 12 5.0 RIGHT OF WAY……………………………………………………………………. 13 6.0 ELEMENTS IN THE CROSS SECTION…………………………………………... 14 6.1 Travel Lanes……………………………………………………….………… 14 6.2 Curbing……………………………………………………………………… 14 6.3 Sidewalks………………………………………………………….………… 15 6.4 Shoulders………………………………………………………….………… 16 6.5 Roadside -
What Are the Advantages of Roundabouts?
What is a roundabout? A roundabout is an intersection where traffic travels around a Circulatory central island in a counter- Truck Apron Roadway clockwise direction. Vehicles entering or exiting the roundabout must yield to vehicles, bicyclists, and pedestrians. Figure 1 presents the elements of a roundabout. Yield Line Splitter Island Figure 1: Elements of a Roundabout What are the advantages of roundabouts? • Less Traffic Conflict: Figure 2 compares the conflict points between a conventional intersection and a modern roundabout. The lower number of conflict points translates to less potential for accidents. • Greater safety(1): Primarily achieved by slower speeds and elimination of left turns. Design elements of the roundabouts cause drivers to reduce their speeds. • Efficient traffic flow: Up to 50% increase in traffic capacity • Reduced Pollution and fuel usage: Less stops, shorter queues and no left turn storage. • Money saved: No signal equipment to install or maintain, plus savings in electricity use. • Community benefits: Traffic calming and enhanced aesthetics by landscaping. (1) Statistics published by the U.S. Dept. of transportation, Federal Highway Administration shows roundabouts to have the following advantages over conventional intersections: • 90% reduction in fatalities • 76% reduction in injuries • 35% reduction in pedestrian accidents. Signalized Intersection Roundabout Figure 2: Conflict Point Comparison How to Use a Roundabout Driving a car • Slow down as you approach the intersection. • Yield to pedestrians and bicyclists crossing the roadway. • Watch for signs and pavement markings. • Enter the roundabout if gap in traffic is sufficient. • Drive in a counter-clockwise direction around the roundabout until you reach your exit. Do not stop or pass other vehicles. -
Movingforward
FORWARD movingfAll 2010 A quarterly review of news and information about Pennsylvania local roads. When to Use Stop Signs in Alleys A Guide to Understanding the State’s Requirements Related to Traffic-Control Devices at Alley Intersections by Patrick Wright, Pennoni Associates When deciding whether to use stop signs and other An alley is considered a “highway” in the Vehicle traffic-control devices in alleys, municipalities Code because it is a “roadway open to the use of the should be familiar with two major issues. The first public.” Following this logic, the junction of an alley is whether traffic control is even required, and the with another highway (including another alley) is con- second is how to properly place the signs especially sidered an “intersection” under the Vehicle Code, and within the space constraints found in most alleys. thus crosswalks (whether marked or unmarked) exist. Understanding Alleys What Traffic-Control and Intersections Devices Are Required? Alleys are defined separately in both the Now that the definitions of alleys and intersec- Pennsylvania Vehicle Code (Title 75) and the tions have been clarified, the next step is to deter- Manual on Uniform Traffic Control Devices mine what traffic-control devices are required for (MUTCD). According to the Vehicle Code (Title alleys. As at any intersection, the Vehicle Code does 75, Section 102) as well as the MUTCD, an alley not necessarily require stop signs or other traffic-con- is “a street or highway intended to provide access to trol devices. Instead, the code has specific “rules of the rear or side of lots or buildings in urban districts the road” that govern driving behavior and the right- and not intended for the purpose of through of-way at intersections depending on the situation.