DOCSLIB.ORG

Copy of Alley List 2018 (Final)Test.Xlsx

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
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. (of Parallel Streets) Parallel To Parallel To Beginning End Length Key Map Date Accepted* Total: 1721 ft, 0.33 Miles Townhouse Manor Place (13) 9300‐9400 Basson Dr. Basson Dr. Basson Dr. 745 532S Aug‐00 9400 Denbury Way Basson Dr. Meyerwood Dr. Denbury Way 290 532S Aug‐00 4100 Meyerwood Dr. IH – 610 South Denbury Way Breakwood Dr. 1190 532S Aug‐00 9400 Denbury Way Meyerwood Dr. Meyerwood Dr. Public Alley 335 532S Aug‐00 9100 Meyerwood Dr. Breakwood Dr. Basson Dr. Meyerwood Dr. 800 532S Aug‐00 9100 Meyerwood Dr. H – 610 South Meyerwood Dr. Public Alley 200 532S Aug‐00 9300 Ford Shire Lakeland Breakwood Dr. Public Alley 100 532S Aug‐00 9400 Stonehouse Ln. Meyerwood Dr. Breakwood Dr. IH – 610 South 215 532S Aug‐00 4000 Meyerwood Dr. ‐ ‐ ‐ ‐ Public Alley Public Alley 650 532S Aug‐00 4000 Meyerwood Dr. Mischire Dr. Lakeland Dr. Fordshire Dr. 1010 532S Aug‐00 9400 Stonehouse Ln. Public Alley Breakwood Dr. IH – 610 South 140 532SAug‐00 9400 Stonehouse Ln. Public Alley Breakwood Dr. IH – 610 South 145 532SAug‐00 9400 Ford Shire Public Alley Breakwood Dr. IH – 610 South 145 532S Total: 5965 ft, 1.13 Miles Boulevard Oaks (23) 1301‐1527 Milford North Blvd. Graustark Mandell 1364 492Z Jun‐23 1803‐1931 North Blvd. South Blvd Woodhead Hazard 734 492Z Jun‐23 1705‐1753 North Blvd. South Blvd Dunlavy Woodhead 674 492Z Jun‐23 1603‐1659 North Blvd. South Blvd Mandell Dunlavy 766 492Z Jun‐23 5302‐5334 Cherokee Ashby Bissonnet Sunset 790 492Z Jun‐23 5400 Cherokee Ashby Sunset Rice 405 492Z Jun‐23 5302‐5330 Mandell Cherokee Bissonnet Sunset 859 492Z Jun‐23 Total: 5592 ft, 1.06 Miles Southampton Extension (3) 2300 Sunset Quenby Greenbriar Morningside 625 492Z Jun‐23 2300 Quenby Robinhood Greenbriar Morningside 628 492Z Jun‐23 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* 2300 Robinhood Tangley Greenbriar Morningside 626 492Z Jun‐23 Total: 1879 ft, 0.36 Miles Southampton (40) 2200 Bissonnet Wroxton Shepherd Greenbriar 637 492Y Jun‐23 2100 Bissonnet Wroxton Wilton Shepherd 522 492Y Jun‐23 2000 Bissonnet Wroxton Hazard Hazard 468 492Z Jun‐23 1900 Bissonnet Wroxton Kent Hazard 468 492Z Jun‐23 1800 Bissonnet Wroxton Ashby Kent 468 492Z Jun‐23 2200 Wroxton Albans Shepherd Greenbriar 637 532C Jun‐23 2100 Wroxton Albans Wilton Shepherd 522 532D Jun‐23 2000 Wroxton Albans Hazard Wilton 470 532D Jun‐23 1900 Wroxton Albans Kent Hazard 470 532D Jun‐23 1800 Wroxton Albans Ashby Kent 470 532D Jun‐23 2200 Albans Sunset Shepherd Greenbriar 637 532C Jun‐23 2100 Albans Wilton Wilton Shepherd 522 532C Jun‐23 2000 Albans Hazard Hazard Hazard 468 532D Jun‐23 1900 Albans Kent Kent Hazard 468 532D Jun‐23 1800 Albans Ashby Ashby Kent 468 532D Jun‐23 2200 Sunset Quenby Shepherd Greenbriar 645 532C Jun‐23 2100 Sunset Quenby Wilton Shepherd 521 532D Jun‐23 2000 Sunset Quenby Hazard Wilton 471 532D Dec‐25 1900 Sunset Dunstan Hazard Sunset 462 532D Dec‐25 1900 Sunset Dunstan Hazard Dunstan 450 532D Dec‐25 1800 Sunset Dunstan Kent Ashby 400 532D Jun‐23 2200 Quenby Robinhood Shepherd Greenbriar 705 532C Jun‐23 2100 Quenby Tangley Wilton Shepherd 519 532D Jun‐23 2000 Quenby Dunstan Hazard Wilton 469 532D Jun‐23 2200 Robinhood Tangley Shepherd Greenbriar 766 532C Jun‐23 2301‐ 2319 Tangley Dunstan Whitley Greenbriar 320 532C Jun‐23 2200 Tangley Dunstan Shepherd Whitley 486 532C Jun‐23 2100 Tangley Dunstan Wilton Shepherd 467 532D Jun‐23 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* 2303‐ 2323 Dunstan Bolsover Whitley Greenbriar 437 532D Jun‐23 2200 Dunstan Bolsover Shepherd Whitley 464 532D Jun‐23 2100 Dunstan Bolsover Wilton Shepherd 520 532D Jun‐23 2000 Dunstan Bolsover Hazard Wilton 470 532D Jun‐23 1900 Dunstan Bolsover Kent Hazard 470 532D Jun‐23 1800 Dunstan Bolsover Ashby Kent 379 532D Jun‐23 2311‐2335 Bolsover Rice Whitley Greenbriar 545 532C Jun‐23 2200 Bolsover Rice Shepherd Whitley 466 532C Jun‐23 2100 Bolsover Rice Wilton Shepherd 520 532D Jun‐23 2000 Bolsover Rice Hazard Wilton 470 532D Jun‐23 1900 Bolsover Rice Kent Hazard 470 532D Jun‐23 1800 Bolsover Rice Ashby Kent 249 532D Jun‐23 Total: 19836 ft, 3.76 Miles City Park (31 with 21 more possible) 1510 ‐ 1528 Kew Garden Dead End 196 573J May‐04 1534 ‐ 1550 Kew Garden Dead End 196 573J May‐04 11717 ‐ 11707 Chanteloup Dead End 132 573J May‐04 11706 ‐ 1502 Chanteloup Dead End 81 573J May‐04 11723 ‐ 11733 Chanteloup Dead End 125 573J May‐04 1503 – 11720 Chanteloup Dead End 413 573J May‐04 11739 – 11807 Chanteloup Dead End 128 573N May‐04 11802 – 11820 Chanteloup Dead End 187 573N May‐04 11813 – 11825 Chanteloup Dead End 171 573N May‐04 11836 – 11840 Chanteloup Dead End 147 573N May‐04 11831 ‐ 11839 Chanteloup Dead End 124 573N May‐04 11902 – 11917 Chanteloup Dead End 162 573N May‐04 11903 ‐ 11913 Chanteloup Dead End 124 573N May‐04 11915 – 11925 Chanteloup Dead End 125 573N May‐04 11918 ‐ 11932 Chanteloup Dead End 162 573N May‐04 11927 – 11937 Chanteloup Dead End 124 573N May‐04 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* 11934 ‐ 11948 Chanteloup Dead End 172 573N May‐04 11939 – 11949 Chanteloup Dead End 124 573N May‐04 11950 ‐ 11964 Chanteloup Dead End 152 573N May‐04 11951 ‐ 11957 Chanteloup Dead End 124 573N May‐04 1503 – 1525 Nichole Woods Dead End 235 573N May‐04 1549‐ 1527 Nichole Woods Dead End 230 573N May‐04 1573‐ 1551 Nichole Woods Dead End 227 573N May‐04 11921‐1502 Sanspereil Dead End 182 573N May‐04 11915‐ 11930 Princess Garden Dead End 125 573N May‐04 1610‐ 11916 Palcio Real Dead End 136 572R May‐04 1615‐ 1637 Nichole Woods Dead End 227 572R May‐04 1661‐1639 Nichole Woods Dead End 230 572R May‐04 1663‐ 1685 Nichole Woods Dead End 230 572R May‐04 1687‐ 1707 Nichole Woods Dead End 230 572R May‐04 11754‐ 11764 Jelicoe Dead End 148 572R May‐04 Total: 5369 ft, 1.02 Miles City wide total accepted alleys length: 9.35 Miles There are 21 alleys under development in City Park Sections 4 & 5. Once there is more information available the database will be updated. *Accepted Dates came from the Plats.
Load more

Recommended publications
  • 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:
    [Show full text]
  • 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.
    [Show full text]
  • 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
    [Show full text]
  • Chicago Railway Blues Described As Heading for Dead End Without Change
    Chicago railway blues described as heading for dead end without change chicagocitywire.com /stories/511200565-chicago-railway-blues-described-as-heading-for-dead-end-without- change Caitlin Nordahl | Aug 31, 8/30/2017 2017 Chicago could end up being tossed off the beaten track if it doesn't get its tangled railways issues straightened out, the Better Government Association (BGA) warned recently. Experts say Windy City gridlock can account for a third of the total time it takes a freight train to cross the United States, and fixing Chicago’s 4,000 miles of rail track, along with other infrastructure maintenance projects, have been deferred to a breaking point, the BGA contends. It can take 26 to 30 hours to simply get through the area by rail, the group says. The piecemeal development of the track system created today's problems, as it was established to accommodate 30 freight railroads that once operated in the area. While that figure was consolidated to the six major railroads and two short-line railroads that now pass through Chicago, the crisscrossing tracks still accommodate 25 percent of the freight trains that move across the country, as well as 50 percent of the intermodal trains. According to the Chicago Metropolitan Agency for Planning, approximately 1,300 freight and passenger trains move through the area every day, the BGA reports. The trains compete for position through choke points like the 75th Street corridor, a portion of track that stretches from Evergreen Park to the Dan Ryan Expressway. The corridor is a meeting point for four freight lines and two passenger lines, creating a bottleneck that is one of the worst in the nation.
    [Show full text]
  • Section 3 Street Design 3.01 General
    SECTION 3 STREET DESIGN 3.01 GENERAL For purposes of geometric and structural design, streets shall be classified according to the following table. The City Engineer will determine the class of all proposed streets. Any deviation from the following standards shall require the approval of the City Engineer. Street standards shown below in bold italic print apply to streets located within the North Area as shown on Figure 3-1, except as modified within the Washington Specific Plan and the Triangle Specific Plan. Street Standards shown below in plain print apply to streets located within the Southport Area as shown on Figure 3-1. TABLE 3.01 Face of Intersection Bike Minimum Minim Median Number Sidewalk Right of Curb to Face of Lane Centerline 3 um Traffic Width Class 1 Width of Travel 4 2 Way (ft) Face of Curb Index Width Radius Lands 7 (ft) Lanes (ft) Curb Radius (ft) (ft) (ft) cape Loop Pkwy - Maximum (Minor/Major)8 136/160 76/100 50 10 16 4/6 6 1150 6 4.5 Loop Pkwy - Minimum (Collect or) 106 56 40 7 16 2 6 800 6 6.5 Major Arterial (4 Lane/6 Lane) 136/160 76/100 50 10 16 4/6 6 1150 6 4.5 Major Arterial 100 min 80 min 50 10 16 4 (min) 6 800 5 N/A Minor Arterial 110 60 40 9 N/A 4 6 800 6 6.5 Minor Arterial 84 64 40 9 N/A 4 6 800 5 N/A Res. Collector (Back/Back Yard) 72 36 30 7 N/A 2 6 550 5 5.5 Res.
    [Show full text]
  • Control of Highway Access Frank M
    Nebraska Law Review Volume 38 | Issue 2 Article 4 1959 Control of Highway Access Frank M. Covey Jr. Northwestern University Law School Follow this and additional works at: https://digitalcommons.unl.edu/nlr Recommended Citation Frank M. Covey Jr., Control of Highway Access, 38 Neb. L. Rev. 407 (1959) Available at: https://digitalcommons.unl.edu/nlr/vol38/iss2/4 This Article is brought to you for free and open access by the Law, College of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Nebraska Law Review by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. CONTROL OF HIGHWAY ACCESS Frank M. Covey, Jr.* State control of both public and private access is fast becom- ing a maxim of modern highway programming. Such control is not only an important feature of the Interstate Highway Program, but of other state highway construction programs as well. Under such programs, authorized by statute, it is no longer possible for the adjacent landowner to maintain highway access from any part of his property; no longer does every cross-road join the highway. This concept of control and limitation of access involves many legal problems of importance to the attorney. In the following article, the author does much to explain the origin and nature of access control, laying important stress upon the legal methods and problems involved. The Editors. I. INTRODUCTION-THE NEED FOR ACCESS CONTROL On September 13, 1899, in New York City, the country's first motor vehicle fatality was recorded. On December 22, 1951, fifty- two years and three months later, the millionth motor vehicle traffic death occurred.' In 1955 alone, 38,300 persons were killed (318 in Nebraska); 1,350,000 were injured; and the economic loss ran to over $4,500,000,000.2 If the present death rate of 6.4 deaths per 100,000,000 miles of traffic continues, the two millionth traffic victim will die before 1976, twenty years after the one millionth.
    [Show full text]
  • Public Road Standards
    PUBLIC ROAD STANDARDS COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS March 2012 TABLE OF CONTENTS Page SECTION 1 INTRODUCTION.........................................................................................................1 1.1 INTRODUCTION............................................................................................................................. 1 l.2 PURPOSE .......................................................................................................................................... 1 1.3 EXCEPTIONS .................................................................................................................................. 1 SECTION 2 GENERAL DEFINITIONS .........................................................................................2 2.1 GENERAL DEFINITIONS ............................................................................................................. 2 2.2 OTHER DOCUMENTS ................................................................................................................... 4 SECTION 3 GENERAL POLICY .....................................................................................................6 3.1 PLANS TO BE APPROVED BY DIRECTOR, DEPARTMENT OF PUBLIC WORKS ......... 6 3.2 WHERE NO STANDARD IS SPECIFIED .................................................................................... 6 3.3 PAYMENTS FOR IMPROVEMENTS .......................................................................................... 6 3.4 WIDENING AND IMPROVEMENT OF EXISTING
    [Show full text]
  • BMP Chapter 3: Bicycle Network Recommendations
    Chapter 3 Bellingham Bicycle Master Plan | Chapter 3: Bicycle Network Recommendations Chapter 3: Bicycle Network Recommendations Chapter 3 presents the recommended network of on-street bicycle facilities that will help Bellingham meet the goals of this Plan. It describes the methodology used to develop the proposed network and suggests facility types for each street segment in the network. This chapter also provides a prioritized list of recommendations to facilitate strategic and timely implementation of the Plan. Network Opportunities and Constraints The City of Bellingham street system presents both opportunities and constraints for developing an on- street, city-wide bicycle network that safely connects all major destinations for bicyclists of all skill levels. In areas of the City that have a traditional street grid pattern, such as Downtown, Fairhaven, and neighborhoods west of Interstate 5 (I-5), there are strong opportunities on local and arterial streets to develop a system of well-connected bicycle facilities. In newer sections of the City, particularly to the east and north of I-5, there are more dead-end streets and larger blocks, making it harder to develop an extensive network of bicycle facilities in these areas. Many of these areas with limited connectivity were built under the current land use and local, State, and federal environmental regulations, which are much more restrictive than in the past and can make street and trail construction - and associated environmental impact mitigation - very expensive. One of the most significant challenges for creating a connected bicycle network is I-5. There are currently eleven arterial streets that cross I-5 over a nine-mile stretch and many of these are intimidating to novice and intermediate bicyclists.
    [Show full text]
  • Street Standard Plan S-470-1
    ARTERIAL STREETS 136' - 18' 100' 18' ~ 50' 50' I Cl. I I I - BOULEVARD I (MAJOR HIGHWAY CLASS I) 110' 15' 80' 15' 40' I 40' I Cl. I I - BOULEVARD II (MAJOR HIGHWAY CLASS II) 100' - 15' 70' 15' 35' 35' I Cl. I I I AVENUE I (SECONDARY HIGHWAY) 86' 15' 56' 15' 28' 28' - - I Cl. I I AVENUE II (SECONDARY HIGHWAY) 72' 13' 46' 13' 23' 23' I Cl. I I I AVENUE Ill (SECONDARY HIGHWAY) DEPARTMENT OF PUBLIC WORKS BUREAU OF ENGINEERING CITY OF LOS ANGELES STANDARD PLAN STANDARD STREET DIMENSIONS S-470-1 PREPARED SUBMITTED APPROVED SUPERSEDES REFERENCES · ~~~~ /0-Zo--t 5 D-22549 KITTY SIU, P.E. /0 13 DATE S-470-0 BUREAU OF ENGINEERING SAMARA ALI-AH AD, P.E. ENGINEER OF ESIGN BUREAU OF El"IGINEERING I0·2.. · \S CHECKED D RTMENT OF T DATE ~~ ~ fl JLJ4 I /1 - GE ERAL MANAGER RAFFI MASSABKI, P.E. VAULT INDEX NUMBER: B-4738 BUREAU OF ENGINEERING ::::REDD,PE (o~!TE I, ;?Zt.:t, ~-:ii_~ f~·l/·f5 DEPUTY CITY ENGINEER DIRECTOiOfPLANNIN(;<== DATE SHEET 1 OF 4 SHEETS NON-ARTERIAL STREETS HILLSIDE STREETS It It 66' 50' 13' 40' 13' 5' 40' 5' 3' BERM ON PRIVATE PROPERTY 20' 20' ~. ·7 20' 20' I 2% I - 2% Ii.. ~ -MAX Ii.. ---MAX I I I • - I I J i-1' MIN COLLECTOR STREET HILLSIDE COLLECTOR It It 68' It 44' 10' 48' 10' 4' 36' 4' - - - - ~. 24' 24' ·7 18' 18' I ~ 2% I 2% Ii.. -MAX Ii.. MAX I I I I j I -1'MIN.
    [Show full text]
  • Street and Alley Projects Accomplished with Sales Tax 2002
    City of Grand Prairie, Texas (Ciudad de Grand Prairie, Tejas) Street and Alley Projects Accomplished with Sales Tax from 2002-2016 (Proyectos de Calles y Pasajes obtenidos con los Impuestos de Venta de 2002-2016) TOTAL STREET & ALLEY LOCATIONS COMPLETED (2002 - 2016) = 364 (Total ubicaciones de calles y callejones completados (2002-2016) = 364 2002 Streets/Alleys (Calles/Pasajes) 26 109th Street Carrier to Post & Paddock 113th Street Carrier to Post & Paddock Rinehart Drive NE 27th to Hensley 109th Street Ave K to Fountain 110th Street Carrier to Fountain SE 14th Frontage Frontage Road Skyline Road SE 14th to school Skyline Road SE 14th to Vought Egyptian Way Carrier to Duncan Perry Fish Creek Road Dechman to FM 1382 Ave A Marshall to Waggoner Industrial Blvd. Pacific to US 80 Jere Street Poulin to dead end SE 23rd Street Poulin to Main Singleton Drive Skyline, south to end Carrier Parkway Pioneer to Crossland NE 17th Street Small to Willow Arkansas Lane Carrier to concrete Roman alley Roman to NW 14th Santa Maria alley Marshall south to end Santa Maria alley end to north Dalworth alley north side of NW 7th to NW 8th Matt Place alley SW 3rd to dead end Acosta alley end to end SW 4th St alley Marshall south to end Santa Clara alley Marshall to end 2003 Streets/Alleys (Calles/Pasajes) 24 Gilbert Rd. East S. Gilbert to N. Gilbert Webb-Lynn Road Camp Wisdom to SH 360 Camp Wisdom Rd Lakeridge to SH 360 Camp Wisdom Rd Lakeridge to Matthew Seaton Road S. Gilbert to N.
    [Show full text]
  • Railway Passenger Terminals Thesis Degree of Bachelor of Arts University of Illinois
    RAILWAY PASSENGER TERMINALS BY WESLEY BARTON GOLDEN THESIS FOR THE DEGREE OF BACHELOR OF ARTS IN BUSINESS ADMINISTRATION IN THE COLLEGE OF LIBERAL ARTS AND SCIENCES OF THE UNIVERSITY OF ILLINOIS 1915 VjVo CONTENTS Page Chapter I. INITIAL FACTS AEOUT TERMINALS Definition of Terminals 1 Classification 1 Facta in Building 2-6 Chapter II. EFFICIENCY 0F THE DIFFERENT CLASSES OF TERMINALS Train Service Operation in Stub and Through Terminals 7 Capacity per Station Track and Factor on which they Depend 8-1C Chapter III. SOME PASSENGER TERMINALS Group I - Stub-End (1) The C. & N. W. Terminal 11-13 (2) St. Louis Terminal 13 (3) The American Railway Engineering and Maintenance of Way Association 13-14 Group II - Through Type (1) Kansas City, Missouri, Union Terminal 15-16 (2) New Grand Central Terminal 16-17 (3) The American Railway Engineer­ ing and Maintenance of Way As­ sociation - Through Terminal 17-18 Group III - Combination Type fl) Washington, D.C. Terminal 18-20 Summary of Small Terminals in United States 21-22 818174 Page Chapter IV. FACILITIES OF TERMINALS General Facilities 23-24 Conveyors 24 Motor Trucks 24-25 Heating and Ventilation 25-26 Train Control System 26-27 Train Shed Roofs 28 Chapter V. OPERATING ORGANIZATION Superintendent Auditor Engineer Master Mechanic Ticket Agent Baggage Agent Station Master General Yard Master 30-31 Chapter VI. CONCLUSION 32-35 INITIAL FACTS ABOUT TERMINALS The American Railway Engineering and Maintenance of Way Association defines Terminal as "the facilities provided by a railway for the conduct of its business at the ends of its line, or of a division or a district".
    [Show full text]
  • Highway Design Manual Chapter 24.3 Commuter Transfer Facilities
    HIGHWAY DESIGN MANUAL Chapter 24 - Mobility Measures Revision 32 May 4, 1998 Chapter 24 MOBILITY MEASURES Contents Page 24.1 INTRODUCTION .................................................. 24-1 24.1.1 Background ................................................ 24-1 24.1.2 HOV Lanes ................................................ 24-2 24.1.3 Commuter Transfer Facilities .................................. 24-2 24.1.4 Additional Treatments ........................................ 24-2 24.2 HIGH-OCCUPANCY VEHICLE LANES ON FREEWAYS ................... 24-4 24.2.1 HOV Types ............................................... 24-6 24.2.2 HOV Operation ............................................ 24-18 24.2.3 Design Criteria ............................................ 24-24 24.2.4 Barrier-Separated Reversible-Flow Lanes ....................... 24-28 24.2.5 Barrier-Separated Two-Way Flow Lanes ........................ 24-34 24.2.6 Two-Way Busway Lanes .................................... 24-40 24.2.7 Buffer-Separated Two-Way Concurrent Flow Lanes ............... 24-44 24.2.8 Nonseparated Two-Way Contiguous Flow Lanes ................. 24-51 24.2.9 Contraflow Lanes .......................................... 24-53 24.2.10 Signing and Pavement Markings .............................. 24-57 24.2.11 Provisions for Incident Handling and Maintenance ................ 24-64 24.2.12 Highway Drainage .......................................... 24-65 24.2.13 Lighting .................................................. 24-67 24.2.14 Lane Conversions .........................................
    [Show full text]