City of Tampa Technical Standards for Transportation
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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: -
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. -
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 ....................................................... -
Access Management Manual, September 5, 2019 TABLE of CONTENTS
AccessAccess ManagementManagement ManualManual T E X A S Prepared by the City of Irving Public Works/Traffic and Transportation Department Adopted September 5, 2019 Access Management Manual, September 5, 2019 TABLE OF CONTENTS Section 1 Introduction Page 1.0 Purpose 1 1.1 Scope 1 1.2 Definitions 3 1.3 Authority 10 Section 2 Principles of Access Management 2.1 Relationship between Access and Mobility 11 2.2 Integration of Land Use and Transportation 11 2.3 Relationship between Access and Roadway Efficiency 12 2.4 Relationship between Access and Traffic Safety 12 Section 3 Access Management Programs and Policies 3.1 Identifying Functional Hierarchy of Roadways 14 3.1.1 Sub-Classifications of Roadways 14 3.1.1.1 Revising the “Master Thoroughfare Plan” 15 3.1.2 Comprehensive Plan 15 3.1.3 Discretionary Treatment by the Director 15 3.2 Land Use 15 3.3 Unified Access Planning Policy 16 3.4 Granting Access 16 3.4.1 General Mutual Access 17 3.4.2 Expiration of Access Permission 17 3.4.3 “Grandfathered” Access and Non-Conforming Access 17 3.4.4 Illegal Access 19 3.4.4.1 Stealth Connection 19 3.4.5 Temporary Access 19 3.4.6 Emergency Access 19 3.4.7 Abandoned Access 20 3.4.8 Field Access 20 3.4.9 Provision for Special Case Access 20 3.4.10 Appeals, Variances and Administrative Remedies 20 3.5 Parking and Access Policy 20 3.6 Access vs Accessibility 21 3.7 Precedence of Access Rights Policy 21 3.8 Right to Access A Specific Roadway 22 3.9 Traffic Impact Analyses (TIA’s) 22 3.9.1 Level of Service (LOS) 22 3.9.2 Traffic Impact Analysis (TIA) Requirements -
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 -
The Summer of '46
Sunland Tribune Volume 22 Article 12 1996 The Summer of '46 Gary R. Mormino Follow this and additional works at: https://scholarcommons.usf.edu/sunlandtribune Recommended Citation Mormino, Gary R. (1996) "The Summer of '46," Sunland Tribune: Vol. 22 , Article 12. Available at: https://scholarcommons.usf.edu/sunlandtribune/vol22/iss1/12 This Article is brought to you for free and open access by Scholar Commons. It has been accepted for inclusion in Sunland Tribune by an authorized editor of Scholar Commons. For more information, please contact [email protected]. THE SUMMER OF '46 By Gary R. Mormino Lafayette Street looking eastward in December 1946. In the foreground stands the Lafayette Hotel. Traveling eastward, the traveler encountered the Knight and Wall hardware building, the Bay View Hotel, and Tampa City Hall. — Hampton Dunn Collection, Courtesy University of South Florida Special Collections It was the summer of our discontent. In that failure to fund schools threatened the Washington, a Democratic President hurled future of the state. And in the worst cut of thunderbolts against a "do nothing" all, Tampeños complained that the classic Republican Congress, while the GOP main- Cuban sandwich had gone to white-bread tained that the liberal Democratic Party had hell. Yet many Americans contend, that like lost touch with mainstream America. In the film produced that year, it was the best Hillsborough County, residents cursed Dale year of our lives. It was the summer of 1946. Mabry Highway while abandoning mass transit. July rains swamped the Interbay and Tampa struggled to redefine itself. Everyone Sulphur Springs but the first sign of summer still recognized Tampa as "Cigar City," but practice augured promise for football fans. -
HILLSBOROUGH COUNTY Businessobserverfl.Com 29
NOVEMBER 10 - NOVEMBER 16, 2017 HILLSBOROUGH COUNTY BusinessObserverFL.com 29 HILLSBOROUGH COUNTY LEGAL NOTICES FICTITIOUS NAME NOTICE NOTICE UNDER FICTITIOUS NOTICE UNDER FICTITIOUS FICTITIOUS NAME NOTICE FICTITIOUS NAME NOTICE NOTICE UNDER FICTITIOUS Notice is hereby given that NSP I,INC, NAME LAW PURSUANT TO NAME LAW PURSUANT TO NOTICE IS HEREBY GIVEN that the Notice is hereby given that VERONICA NAME LAW PURSUANT TO owner, desiring to engage in business SECTION 865.09, FLORIDA SECTION 865.09, FLORIDA undersigned, desiring to engage in busi- ESTRADA and CATHERINE SCA- SECTION 865.09, FLORIDA under the fictitious name of MARI- STATUTES STATUTES ness under the fictitious name of KLIK- GLIONE, owners, desiring to engage STATUTES POSA APARTMENTS located at 5707 NOTICE IS HEREBY GIVEN that the NOTICE IS HEREBY GIVEN that the FIT at 17633 Gunn Highway, Suite 362, in business under the fictitious name NOTICE IS HEREBY GIVEN that the NORTH 22ND STREET, TAMPA, FL undersigned, desiring to engage in busi- undersigned, desiring to engage in busi- Odessa, FL 33556 intends to register of AMERICAN BUSINESS WOMEN’S undersigned, desiring to engage in busi- 33610 in Hillsborough County, Florida, ness under the fictitious name of Mela- ness under the fictitious name of RIGA said name with the Secretary of State, ASSOCIATION - SOUTHSHORE ness under fictitious name of Royal Ob- intends to register the said name with State of Florida, Division of Corpora- ninTee located at 4217 E Ellicott Street, Products located at 3516 S. 75th Street, CHARTER CHAPTER 1409 located at sessions Located at 12017 Citrus Falls the Division of Corporations, Florida tions. -
Extruded Brick Product Profile
PRODUCT PROFILE Revised 1/2019 Glen-Gery Extruded Brick General Glen-Gery manufactures many sizes of extruded bricks in a multitude of shades and textures to accommodate the visual requirements of most projects. The more popular extruded bricks have a nominal four inch bed depth. These extruded units are often referred to as cored, stiff mud, or wirecut bricks. To differentiate between wirecut bricks and wirecut finishes, Glen-Gery refers to the wirecut finish as a velour texture. Unit Specifications Glen-Gery extruded bricks are typically manufactured to conform to the requirements of American Society for Brick Positions in a Wall Testing and Materials (ASTM) Standard Specification C 216, Grade SW, Type FBS and all grades of ASTM C 62. In Stretcher Rowlock some instances brick are manufactured to conform to ASTM C652 which includes increased core volume. These products also conform to the requirements of ASTM C 216, Grade MW. Certain Header products meet the requirements of ASTM C 216, Type FBX, ASTM C 902, ASTM C 652, or ASTM C 32. Inquiries should be made for specific applications or conformance to standards other than ASTM C 216 or C 62. When specifying this product, the specifications should cite: Soldier 1) The product name and state “as manufactured by Glen-Gery Corporation.” Sailor Rowlock Stretcher 2) Conformance to the requirements of the appropriate standard, (typically, ASTM C 216 or C652). 3) The actual unit dimensions listed as thickness x height x length. Example: Glenrose Battlefield as manu - factured by Glen-Gery Corporation to conform to the requirements of ASTM C 216, Grade SW, Type FBS. -
Hillsborough Quality Child Care Program Listing
Hillsborough Quality Child Care Program Listing January - June 2017 6800 North Dale Mabry Highway, Suite 158 Tampa, FL 33614 PH (813) 515-2340 FAX (813) 435-2299 www.elchc.org The Early Learning Coalition of Hillsborough County (ELCHC) is a 501(c)(3), not for profit organization working to advance the access, affordability and quality of early childhood care and education programs in Hillsborough County. Through our Quality Counts for Kids Quality Improvement Program (QCFK) and a host of other resources and supports, we help child care centers and family child care homes to improve their program quality so that all children have quality early learning experiences. Contents How to Use this Quality Listing 4 What is Quality & Why Does it Matter? 5 Programs with Star Rating and/or Gold Seal Accreditation 6 Child Care Centers 7 Family Child Care Homes 19 Programs with a Class One Violation 24 Child Care Centers 25 Family Child Care Homes 26 Resources 28 Special Note/Disclaimer: The information provided in this booklet is gathered from public sources and databases as a courtesy. The information is considered accurate at the time of publication. Due to potential changes in provider/program status during the time period between when this information is gathered, printed and distributed, we encourage you to verify a provider’s status as part of your quality child care shopping efforts. The ELCHC does not individually endorse or recommend one provider or early childhood program over another whether or not they are listed within. January - June 2017 | 3 How to Use this Quality Listing Choosing child care is an important decision that requires last 12 months between November 1, 2015 to October 31, 2016. -
Chapter 2 Design Geometrics and Criteria
Topic #625-000-007 Plans Preparation Manual, Volume 1 January 1, 2017 Chapter 2 Design Geometrics and Criteria 2.0 General ...................................................................................... 2-1 2.0.1 Railroad-Highway Grade Crossing Near or Within Project Limits ............................................................. 2-3 2.1 Lanes ......................................................................................... 2-4 2.1.1 Travel Lanes and Auxiliary Lanes............................... 2-4 2.1.2 Other Lane Widths ..................................................... 2-5 2.1.3 Ramp Traveled Way Widths ....................................... 2-6 2.1.4 Pedestrian, Bicycle and Public Transit Facilities ......... 2-6 2.1.4.1 Pedestrian Facilities ................................... 2-6 2.1.4.2 Bicycle Facilities ......................................... 2-7 2.1.4.3 Public Transit Facilities ............................... 2-7 2.1.5 Cross Slopes .............................................................. 2-7 2.1.5.1 Hydroplaning Risk Analysis ........................ 2-8 2.1.6 Roadway Pavement ................................................. 2-11 2.1.6.1 Alternative Roadway Paving Treatments ............................................... 2-11 2.1.6.2 Maintenance Memorandum of Agreement Requirements for Patterned Pavement ................................. 2-13 2.1.7 Transitions of Pavement Widths ............................... 2-15 2.1.8 Number of Lanes on the State Highway System ...... 2-15 2.2 Medians .................................................................................. -
Street Name Addressing Guide Tallahassee
TALLAHASSEE - LEON COUNTY STREET NAME ADDRESSING GUIDE Monday, June 14, 2021 ** Denotes Duplicate / Soundalike Street Name 6/14/2021Street Name Address Guide (SNAG) Page 1 of 245 ** Denotes Duplicate / Soundalike Street Name 6/14/2021Street Name Address Guide (SNAG) Page 2 of 245 STREET NAME SEGMENT LOW HIGH PAGE LOCATIO MAINT SUBDIVISION YEAR COMMENTS 10TH AVE M L KING - RICH ST 427 726 2125 CITY PUBLIC HIGHLAND HILLS 1ST AVE E BRONOUGH ST - MONROE ST 100 112 2125 CITY PUBLIC LONG GROVE 1ST AVE W BRONOUGH ST - DUVAL ST 206 227 2125 CITY PUBLIC LONG GROVE W 2ND AVE BRONOUGH ST - DUVAL ST 205 228 2125 CITY PUBLIC LONG GROVE 3RD AVE E DUVAL ST - THOMASVILLE R 104 221 2125 CITY PUBLIC LONG GROVE 3RD AVE W DUVAL ST - THOMASVILLE R 102 210 2125 CITY PUBLIC LONG GROVE E 4TH AVE WEST OFF ADAMS STREET T 704 742 2126 CITY PUBLIC LONG GROVE EAST BREAKS ON ADAMS S W 4TH AVE MONROE ST- ADAMS ST 102 677 2125 CITY PUBLIC CAPITAL HEIGHTS W 5TH AVE OLD BAINBRIDGE - MAGNOLI 102 686 2125 CITY PUBLIC NA E/ W RD BREAKS AT ADAM E 6TH AVE MITCHELL ST - TERRACE ST 404 1335 1130 CITY PUBLIC NA W 6TH AVE DEAD END - MAGNOLIA DR 110 689 2125 CITY PUBLIC NA W 6TH AVE TERRACE ST - THOMASVILLE 718 761 2126 CITY PUBLIC NA E 7TH AVE M.L. KING BLVD - MONROE S 413 1319 1130 CITY PUBLIC FOREST HILL W 7TH AVE OLD BAINBRIDGE - MAGNOLI 106 772 2125 CITY PUBLIC BETTON HILL E 8TH AVE GADSDEN ST - TERRACE ST 416 604 1130 CITY PUBLIC HIGHWAY PARK W 8TH AVE GIBBS DR - MONROE ST 104 651 2125 CITY PUBLIC HIGHWAY PARK E 9TH AVE BRANCH ST - DEAD END 401 749 1130 CITY PUBLIC HIGHWAY -
Sociocultural Data Report
Sociocultural Data Report Palma Ceia West (Tampa) Population Area: 0.436 square miles Jurisdiction(s): Cities: Tampa Counties:Hillsborough General Population Trends Description 1990 2000 2010 2015(ACS) (ACS) Total Population 1,441 1,416 1,471 1,518 Total Households 653 672 639 611 Average Persons 6.19 6.53 6.67 7.21 per Acre Race Average Persons 2.27 2.42 2.67 2.64 per Household Average Persons 2.80 2.92 3.00 3.25 per Family Males 666 686 688 735 Females 775 730 782 783 Race and Ethnicity Trends Description 1990 2000 2010 2015(ACS) (ACS) White Alone 1,398 1,334 1,348 1,366 (97.02%) (94.21%) (91.64%) (89.99%) Black or African 5 22 28 42 American Alone (0.35%) (1.55%) (1.90%) (2.77%) Native Hawaiian 2 0 0 0 and Other Pacific (0.14%) (0.00%) (0.00%) (0.00%) Minority Percentage Population Islander Alone Asian Alone 25 0 41 39 (1.73%) (0.00%) (2.79%) (2.57%) American Indian 1 4 5 0 or Alaska Native (0.07%) (0.28%) (0.34%) (0.00%) Alone Some Other Race 9 18 15 10 Alone (0.62%) (1.27%) (1.02%) (0.66%) Claimed 2 or NA 39 34 62 More Races (NA) (2.75%) (2.31%) (4.08%) Hispanic or 139 125 254 300 Latino of Any (9.65%) (8.83%) (17.27%) (19.76%) Race Not Hispanic or 1,302 1,291 1,217 1,218 Latino (90.35%) (91.17%) (82.73%) (80.24%) Minority 174 172 339 399 (12.07%) (12.15%) (23.05%) (26.28%) Page 1 of 13 Sociocultural Data Report Printed on: 8/06/2017 Age Trends Population by Age Group Description 1990 2000 2010 2015(ACS) (ACS) Under Age 5 6.11% 3.53% 5.23% 9.75% Ages 5-17 11.94% 15.61% 17.68% 17.52% Ages 18-21 3.12% 1.34% 3.74% 1.84% Ages 22-29 10.06%