Of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design

Total Page:16

File Type:pdf, Size:1020Kb

Of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design Page 1 of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design and Requirements for the Layout of Subdivisions The following general principles of design and requirements for the layout of subdivisions shall apply to subdivisions platted within the City and may be applied to subdivisions platted within the extraterritorial plat approval jurisdiction of the City. (1) GENERAL. (a) The subdivision layout shall conform to the Official Map. 1. Whenever a tract to be subdivided embraces any part of a highway, thoroughfare or parkway, so designated on said Official Map, such part of such public way shall be platted by the subdivider in the location and at the width indicated on the Official Map, except as otherwise directed by the Commission. 2. Where a proposed park or other recreational area, school site or other public ground shown on the Official Map is located in whole or in part within the proposed subdivision, such proposed public ground or park shall be either dedicated to the public or reserved for acquisition by the City; provided, in the event of such reservation for acquisition by the City, the City shall undertake proceedings to acquire such area not later than 3 years from the date of the issuance of the first building permit for construction in such subdivision, and if the City shall not have undertaken such proceedings within such period, the subdivider shall, at the expiration of such period, be relieved of any obligation to further reserve such area for such public purposes. 3. Where held appropriate by the Commission, open spaces, suitably located and of adequate size for parks, playgrounds or other recreational purposes for local or neighborhood use, shall be provided for under §23.08 in the proposed subdivision, even though these areas are not specifically shown on the Official Map. 4. No land shall be subdivided for residential use which is determined by the Plan Commission to be unsuitable for such use by reason of flooding or bad drainage, adverse earth or rock formation, topography, or any other feature Page 2 of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design and Requirements for the Layout of Subdivisions likely to be harmful to the health, safety or welfare of the future residents in the proposed subdivision of the City. (2) STREET AND BLOCK LAYOUT. (a) Streets. The street layout of the subdivision shall be in general conformity with a plan for the most advantageous development of adjoining areas and the entire neighborhood. 1. Where appropriate to the design, proposed streets shall be continuous and in alignment with existing, planned or platted streets with which they are to connect. 2. Proposed streets shall be extended to the boundary lines of the tract to be subdivided, unless prevented by topography or other physical conditions or unless, in the opinion of the Commission, such extension is not necessary or desirable for the coordination of the layout or the most advantageous future development of adjacent tracts. Dead- end streets of a length of not over 500' will be approved where, in the opinion of the Commission, they are appropriate for the type of development contemplated. 3. Proposed streets shall intersect one another as nearly at right angles as topography and other limiting factors of good design permit. 4. Wherever there exists adjacent to the tract to be subdivided a dedicated or platted and recorded half-width street or alley, the other half width of such street or alley shall be platted. 5. Alleys shall be platted in all business districts. To provide safe access to residential lots fronting on primary thoroughfares designated as limited access on the Thoroughfare Plan or by other governing bodies, alleys may be required in the rear of such lots or frontage streets required in front thereof. Alleys will not be approved in other locations in residence districts, unless required by unusual topography or other exceptional conditions. Dead- end alleys are prohibited except under unusual circumstances. Page 3 of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design and Requirements for the Layout of Subdivisions 6. Lands abutting highways or principal thoroughfares should be platted with the view of making the lots, if for residential use, desirable for such use by cushioning the impact of heavy traffic on such traffic ways; and with the view also of minimizing interference with traffic on such traffic ways as well as the accident hazard. This may be accomplished in several ways: a. By platting the lots abutting such traffic ways at very generous depth; and by providing vehicular access to them by means of either alleys in the rear or frontage streets next to the highway and connected therewith at intervals not less than every 1,000'. b. Another more desirable and usually more economical method consists of fronting the lots on a minor street paralleling the highway at a distance of a generous lot depth. Private driveways in this case would, of course, connect with such minor street. c. Selection, in a specific case, among the foregoing or other methods for accomplishing the purposes in view, must necessarily be made in consideration of topography and other physical conditions, the character of existing and contemplated developments and other pertinent factors that apply in each case. 7. Subdivisions abutting a stream, river, or lake are required by state law to provide roads at least 60' wide providing access to the low water mark so that there will be roads at not more than ½-mile intervals as measured along the stream or lake shore unless topography and ground conditions do not permit. (b) Blocks. 1. In general, blocks shall be planned to provide 2 tiers of lots that conform to the yard requirements of the Zoning Page 4 of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design and Requirements for the Layout of Subdivisions Code, but irregularly shaped blocks indented by cul-de-sacs will be acceptable when properly designed with relation to the overall plan. 2. The lengths of blocks shall be such as, in the opinion of the Commission, are appropriate for the locality and the type of development contemplated, but shall not exceed 1,200'. 3. In any block over 900' in length the Commission may require that a crosswalk or pedestrian way, not less than 10' wide, be provided near the center and entirely across such block. 4. The number of intersecting streets along highways, thoroughfares and parkways shall be held to a minimum. Wherever practicable, blocks along such traffic ways shall be not less than 1,000' in length. 5. Blocks intended wholly or partially for industrial or commercial use shall be reserved specifically for such purposes, with adequate space available for off street parking and loading purposes, as required by the Zoning Code. (3) MINIMUM RIGHT-OF-WAY WIDTHS OF STREETS, ALLEYS AND EASEMENTS FOR UTILITIES. (a) Highways, Primary Thoroughfares and Parkways. Specified in the official Thoroughfare Plan; not less than 80' wide in any case; provided dedication shall not be required of any width in excess of 100', the City to compensate the party entitled thereto, by purchase or in eminent domain proceedings, for any such excess so required. (b) Secondary Thoroughfares. Specified in the official Thoroughfare Plan; (not less than 70' wide in any case). (c) Collector Streets. 70'. (d) Local and Dead-End Streets. 60'. All dead-end streets shall terminate in a circular turn-around having a minimum right-of-way diameter of 120', Page 5 of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design and Requirements for the Layout of Subdivisions unless the Commission approves or suggests a "T" or "Y" shaped paved space in place of the required turning circle. (e) Frontage Streets. 40'. (f) Alleys. 20'. (g) Easements. Easements across lots or centered on rear or side lot lines shall be provided for utilities where necessary and shall be at least 10' wide. These easements permit the utilities to extend their services within this area, but do not prohibit the individual owner from landscaping, building or developing this area, unless specifically mentioned on the final plat or in the individual easement agreements. (4) ROADWAY WIDTHS, FACE TO FACE OF CURB. Required to be installed, with apportionment, if any, of expense therefor between the subdivider and the City to be determined by the Common Council at the time of final plat approval. Such widths shall be as follows: (a) Highways, Primary Thoroughfares and Parkways. As specified in the official thoroughfare plan (not less than 38' in any case). (b) Secondary Thoroughfares. As specified in the official thoroughfare plan (not less than 38' in any case). (c) Collector Streets. 38'. (d) Local and Dead-End Streets. (Am. #36-87) (Am. #28-00) 36', except that the Common Council, after review and report by the Plan Commission, Department of Public Works and Police and Fire Departments, may approve a width less than 36' but not less than 32' if the Council determines the different width will promote traffic and pedestrian safety, reduce roadway maintenance costs and improve the aesthetic or environmental impact of the roadway. The pavement of a turning circle at the end of a dead-end street shall have a minimum outside diameter of 90'. A "T" or "Y" shaped paved space, when approved by the Commission in place of a turning circle, shall have a minimum outside dimension of 90', shall be at least 30' wide in the "T" or "Y" and shall be flared by a minimum radii of 20'. (e) Frontage Streets. 30'. Page 6 of 8 CHAPTER 23 Subdivision and Platting 23.06 Principles of Design and Requirements for the Layout of Subdivisions (f) Alleys.
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]
  • 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.
    [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]