DOCSLIB.ORG

Snow Road North and South 1=)31 Burk•Kleinpeter, Inc

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Snow Road North and South 1=)31 Burk•Kleinpeter, Inc MOBILE COUNTY PROJECT NUMBER MCR-2014-008 SNOW ROAD NORTH AND SOUTH 1=)31BURK•KLEINPETER, INC. SUMMARY OF QUANTITIES ., ... i, ENC_!)•Ul:l'.i!S ESTIMATE JOHN G. W,U.TON CONSTRUCTION CO. HOSEA 0, WltAYltR 6 $ON&, INC, MOBIi.& ASPHALT COMPANY, Ll.C IT£M NOMBl'i'.R ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOl'AL UNIT PRICE TOTAL UNITPRIC~ TOTAL UNIT PRICE TOTAL 201A·002 Cl.EARING AND GRUBBING (APPROX, 0,50 ACRES) LS 1.00 " $ 5,000.00 $ 5,000.00 $ 12,030,00 $ ,a,030,00 $ 13,074.38 $ 13,074.38 $ 0.01 $ 0.01 206C•002 REMOVING CONCR£Tf: SLOPE PAVING SY •.\ 649.00 $ 11.00 $ 7,139.00 $ 6.30 $ 4 c>as.7o $ 4.03 !Ii 2,615.47 $ 5.00 $ 3,2.45,00 206C·010 1 REMOVING CONCRETE DRIVEWAY SY 185.00 $ 13.00 $ 2,405.00 $ 18.89 $ . 3,494.85 $ J0,.89 $ 2,014.65 $ 10.00 $ 1,850.00 2o&c-o:u; REMOVING ASPHALT PAVltMENT SY 259.00 $ 7,00 $ 1,813.00 $ 3.78 $ 1=)79.02 $ 5.86 $ 206D-OOO 1,517,74 $ 10.00 $ 2,590.00 REMOVl,NG PIPE 1,044.00 -·" LF $ 9.00 $ 9,396.00 $ 9.4!5 $ 9,866,80 $ 12,61 $ 13,184,84 $ 10.00 $ )0,440.00 2060-002 REMO\IING CURB LF 138.00 $ . s.oo $ 690.00 4.73 $ 6S2,74 $ 6.74'· $ 930,12 $ 7,00 $ 966,00 206D·003 REMOVING CURB & GUTTER LF 33.00 $ 5.00 $ 165,00 •$ 4.71 $ 155.43 21.14 $ $ 697..62 $ 8.00 264.00 206E·OOO REMOVING HEAOWAl.1.8 $ EA 2l.OO $ 300.00 $ 6,300.00 $ 44,98 $ 944.58 206E·001 $ 96.42 $ 2,024.82 $ 100,00 $ 2, l00.00 REMOVING INLETS EA s.oo $ 490.00 $ 2.460.00 $ 377,82 $ 1,889.10 $ 435.72 $ 2,)78.60 $ 200.00 $ 1,000.00 206E·043 REMOVING RAISEO PAVEMENT "1ARKER9 EA 550.00. $ 1.00 $ 5SO.OO $ 0,92 $ 606,00 $ 1.39 $ 764,SO 2.50 1,375.00 210A·OOO UNCLA&81FIEO EXCAVATION $ $ CY 2,500.00 $ 10.00 $ 25,000.00 $ 9,47 ., 2100-022 s 23,675.00 ,$ 7,78 $ 19,450.00 $ 8.00 $ 20,000.00 BORROW EXCAVATION (A·2·4(0) OR A·4(0) CY (TBM) 2,650.00 $ t3.00 $ 34,450.00 $ 9,28 $ 24,S92.;00 $ 9,44 $ 25,016.00 $ $ 2.9, ,so.oo 212A•OOO MACHINE GRAOING SHOULDERS ',.oo RD. BO. STA. 2.80.00 $ 40.00 $ 11,200.00 $ 0,01 $ 2,80 $ 32,77 '9,175,60 230A·OOO $ $ 20.00 $ 5,600.00 Ro>.oee;p PROCESSING RO. BD. STA. 56.00 $ 600.00 i 27,SQO.OO $ · 24~.48 $ ,. 13,336.AO $ 357. J9 $ 19,6415.45 $ 275.00 $ 15,125.00 301A·012 CRUl5HEO AGGREGATE BASE COURSE, TYPE B, Pt.ANT MIXED, 6" COMPACTEO THICKNESS SY 9,000.00 $ l4.00 $ 126,000.00 $ 12.00 $ 1oe,ooo.oo $ 16,39 $ 147,510.00 $ 11,20 $ 100,800.00 40JA-OOO BITUMINOUS TREATMENT A SY 9,000.00 $ J.00 $ 9,000.00 $ ..• 0.94 $ 8,460,00 0,92 405A-OOO $ $ 8,280.00 $ o.as $ 7,650.00 TACK COAT GAL 7,500.00 $ 3.50 $ 26,250.00 $ 0.91 $ 75,00 $ 3.46 $ 2S,875.. 00 $ 0.01 $ 76.00 408A-0:52 PLANING EXISTllfG PAVf':MENT (APPROXIMATELY 1. 10" THRU 2,0" THICK) SY 4,200.00 $ 6.50 $ 27,300.00 $ 1.43 $ 6,006,00 $ 1,86 $ 7,812,00 $ 2.30 '$ 9,860.00 424A·340 SUPERPAVE BITllMINO.US CONCRETE WEARING SU"tP'ACE: LAYER, 1/2" MAXIMUM TON ,, $ AGGREGATE SIZE MIX, ESAL RANC:.£ A/B (APPROXIMAT£LY 1 50 LBS/SQ YD) 4,500.00 $ 68.00 $ 306,000.00 $ 59,74 $ 268~830.00 59.18 $ 266,310,00 $ 83.70 $ 376,650.00 SUPERPAVE BITUMINOUS CONCRETE WEARING SURF'AC:11: LAYER, LEVEi.iNG, l/2• 424A·346 MAXIMUM AGGREGAT'E SIZE MIX ESAL RANCE A/8 (APPROXIMATELY 80-220 1 TON 1,500.00 $ 68.00 $ to2,ooo.oo $ LBS/SQ YO) 64,71 $ 97,065.00 $ 84. J 1 '$ 96,165.00 $ 57.00 $ 85,500.00 SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER LAY&:R, WIDENING, 3/4" 4249·676 MAXIMUM AC:.aR&GATE 51%£ MIX, ESAL RANGE A/9 (APPROXIMATELY 165 LBS/ TON 500.00 $ 90.00 $ 45,000.00 SQYD) $ 86,09 $ 43,045,00 $ 85.76 $ 42,880.00 $ 8J.2S $ 40,625.00 4308·040 AGGREGATE :SURl'ACING (CRVSHl!:0 AGGREGATE BASE, TVPI,: B) ' TON too.oo $ 70.00 $ 7.ooo.o.o $ 62,$2 5308·014 $ " S,252,0P $ 52,76 $ s,27s,oo, $ 49.00 $ 4,900.00 36" SPAN, 2.3" RISI! ROADWAY PIPE (CLASS 3 R,C,) (EXTENSION) LF 24.00 $ 80.00 $ t,920.00 $ '!3.80 $ 2.,2St .2.0 $ ea.,s $ ,: 2,262.40 $ 59.00 $ J,416.00 533A·098 l8" STORM SEWER PIPE (CLAS8 3 R.C.) .. LI'" 2,480.00 $ 30.00 $ 74,400.00 30,81 $ S33A•099 $ 76,40~.80 $ 23,94 $ 59,371.20 $ 24.00 $ 59,520.00 24" STORM SEWER PIPE (CLASS 3 R.C.) LF 734.00 $ 40.00 $ 29,360.00 $ 38.92 $ 28,867.28 $ 32,14 $ 23,590,76 $ 33.00 $ 24,222.00 533A·I05 60" STORM SEWER PIPE (CLASS 3 R,C,) LF 32.00 $ 150.00 $ 4,800.00 $ 183.S4i $ 5,8731,28 $ 14s.02 $ 4,640,64' $ 157.00 $ S,024,00 S33A·3S3 48" STORM SEWER PIPE (CLASS 3 R,C,) (EXTENSION) ' LF 34.00 $ 100.00 $ 3,400.00 $ 143.09 $ 4,865.06. $ t3S.61 $ 4,610.74 $ 115.00 $ 3,9)0.00 5338-100 36"·SPAN, ;;;t3" RIS!I STORM SEWER PIPE (CLASS 3 R.C.) LF 152,00 $ 80.00 $ 12,160.00 $ 76,69 11,656(88 11 "s $ 70.63 $ 10,73S(76 $ 60.00 $ 9,120.00 533B·101 44" SPAN, 27 RISE STORM SEWltR PIPE (CLASS 3 R.C.) LF 152.00 $ 100,00 $ 15,200.00 $ 88,73• $ 13,48$,96 $ 82.32 $ 12,512.64 $ 79.00 $ 12,008.00 533EH02 s1•·sPAN, 31" Rl6£ STORM St:Wll:R PIP£ (CL.Ass 3 R.C.) LF 682,00 $ 120.00 $ 81,840.00, $ 92,61 $ ' 53SA·080 $ 63,160,02 86.14 $ 58,747.48 $ 95.00 $ 64,790.00 t e• SIOE DRAIN PIP£ (CI.A8S 3 R.C.) LF 48.00 $ 30.00 $ 1,440.0.0 $ 38,49 $ 1,847-52 $ 38.46 $ 1,846,08 $ 32.00 $ 1,536.00 S3SA·08S 24" SIOE ORA.IN PIPE (CLAS& 3 R,C:.) LF 84,00 $ 40.00 $ 3,360,00 $ 47,40 $ • 3,98,1,60 $ 44.67 $ 3,752,28 $ 39.00 3,276.00 600A•OOO MOBILIZATION $ LS 1.00 $ 60,000.00 $ 50,000.00 I• $ 144,900,00 $ 14)4,900.00 $ 103)910,34 ' $ 1'03,910.34 30,730,00 6J4A·..000 SLOPB: PAVING $ $ 30,730.00 CY 19Q,OO $ 300.00 $ 57,000.0.0 $ 349.51 $ . 66,406.90 $ 424,74 $ 80,700.~0 $ 489.00 $ 92,910.00 6l.8B•OOJ CONCRETE DRIVEWAY, 8" THICK SY 136.00 $ 70.00 $ 9,520.00 $ 60.00 $ _ 8,160..0Q Sl.61 619A-OS9 $ $ 7,~t8.96 $ 76.00 $ 10,336.00 60~ ROADWAY PIPE £ND TREATMENT, CL.Ats 2 (4:1 SI.OPE) EA 1.00 $ 2,300.00 $ 2,soo.00 $ 4,686.65 $ 4,,sS.68 $ 6 1668,82 $ ,. S,l5S8,82 $ 6,910.00 $ 6,910.00 619A·10J 18° SIOE DRAIN PIP£ ENO TREATMENT, Cl.ASS l (4: I SLOPS:} EA s.oo $ 800.00 $ 4,000.00 702..83 $ 3,814, 11 $ IS $ 1,139,82 $ ... 8,699.10 $ 1,060.00 $ 5,250.00 6J9A•102 24 Sll>lt DRAIN PIPE: ENO TREATMENT, Cl.ASS 1 (4: 1 SLOPE) EA 6.00 $ 900.00 $ 5,400.00 $ 78Q.1,4 $ rt$ 1 4;680.,4 1,649.81 $ 9,897.06 $ ,.,2s.oo $ 6,750.00 6198-283 36• SPAN, 23' RISE ROADWAY PIPE ENO TREATMENT, CLASS 2 (00UB1.E LINE) t.00 (3; 1 St.OPE) EA $ 4,000.00 $ 4,000.00 $ 4,193.49 $ 4,1-93.49 $ 5,343.56 $ 5,343.6~ $ 4,225.00 $ 4,225.00 6.20A-OOO MINOR STRUCT.l/ffC: CONCRETE CY 10.00 $ 900.00 $ 9,000.00 $ ,.272.49 $ 13 621C•01.9 12,724.90, $ t,34A. $ ,3,441.30 $ 1,250.00 $ 12,500.00 INLETS, TYPE X EA 4.00 $ 6,000.00 $ 24,000.00 $ 4 (216,84 $ 1.61867.36 $ 4,0S7.SO, .$ l6,230.00 $ 2,495.00 $ 62.JC-109 INLETS, TVPlr. PD 9,980.00 EA 24,00 $ 8,500.00 $ 204,000.00 $ 4,.80t.13 $ IEl.227, 12 4,88),23 621C·140 J $ $ 1 ) .6,429.52, $ 4,890.00 $ 117,360.00 INLETS, OPEN THROAT EA 1.00 $ 5,000.00 $ s,000.00 $ 4,076.71 $ 4,076,71 $ 4,223.01• $ 4,223.01 $ 3,500.00 $ 3,S00.00 MOBILE COUNTY PROJECT NUMBER MCR-2014·008 SNOW ROAD NORTH AND SOUTH 1=)31BURK-KLEINPETER. INC. SUMMARY OF QUANTITIES . .. -· ,, ENC.:1Nf:ER8 E&TllifAT&: ~ JOHN G. WALTON CO"!ISTRUCTION CO, HoseA o. WCAVSR 8c SON&, INC, MOBIi.ii: ASPHALT COMPANY, LLC 621E-Of7 MANHOLES, TYPE MOR 0 EA 1.00 $ 5,QOO.QO $ ~.OQ0.00 $ 10,109.23 $ 10,109.23 $ 12,103.69 $ 12,t03,69 $ 2,325.00 $ 2,325.00 623 B·OOO CONCR£T£ CURB, TYPE N LF 30.00 $ 25,00 $ 7SO.OO $ 35,59 $ 1,067.70 $ 26.88 $ 806.40 $ 47,00 $ 1,410.00 6238·002 CONCRETE CURB, TYPE A - LF 33.00 $ 25.00 $ 825.00 $ 36.94 $ ' 1,219.02 $ 26.88 $ 887.04 $ 48,00 $ 1,584.00 623B·009 CONCRETE CURB, TYPE J LF 68.00 $ 25,00 $ 1,700.00 $ 35,97 $ 2,445,96~ $ 26.88 $ 1,827.84 $ 48.00 $ 3 ,264.00 6 23c;·003 COMBINATION CURS 8: GUTTEfl, TYPE C (MODIFIED) LF 33.00 $ 30.00 $ 990.00 $ 41,32 $ ~· l.
Load more

Recommended publications
  • Brook Park Master Plan
    Brook Park Master Plan January 2012 Table of Contents Section Page Acknowledgements 333 Section I: Executive Summary 444-4---10101010 Section II: Public Participation 111111-11 ---16161616 Section III: PopulatPopulationion and Demographics 171717-17 ---20202020 Section IV: Economic Development 212121-21 ---31313131 Section V: Land Use and Design 323232-32 ---61616161 Section VI: Housing 626262-62 ---69696969 Section VII: CommuCommunitynity Services And Facilities 707070-70 ---79797979 Section VIII: Implementation 808080-80 ---82828282 Brook Park Master Plan 2 Acknowledgements The Brook Park Master Plan developed with the assistance of the Brook Park Master Plan Steering Committee, elected officials, department heads, residents and business owners. The Plan was funded from a Community Development Block Grant from Cuyahoga County. Illustration: Parcels formerly home to the Ford Casting and Engine plants could be redeveloped into a regional destination site accommodating a variety of mixed uses. Its prime location to the Cleveland Hopkins Airport and I-71 make it well-suited to accommodate future growth for the community. Brook Park Master Plan 3 Section I: Executive Summary Brook Park has experienced various levels of progression from a small settlement, to a burgeoning post- World War II community, to the "built-out" community that it is today. There is no doubt that the City's proximity to Cleveland, Cleveland Hopkins Airport, Ford Motor Company, and key thoroughfare routes resulted in defining Brook Park’s built and social landscape. Today, Brook Park’s has 12,000 residents fewer than its 1970 peak population of 30,774, and much of its built environment is aging. But the pride and perseverance of residents is not.
    [Show full text]
  • Chapter R Snow/Ice Control
    CHAPTER R SNOW/ICE CONTROL January 2016 Page R-1 CHAPTER R TABLE OF CONTENTS R.1 Introduction R.2 Policy R.3 Maintenance Levels R.4 Organization and Practice R.5 Equipment R.6 Lights for Snow Equipment R.7 Care of Equipment R.8 Prevention of Drifts R.9 Snow Fences R.10 Protection and Handling of Traffic R.11 Highway Condition Reports R.12 Parking Areas R.13 Snow-Parks R.14 Sand and Deicing Chemical Storage R.15 Applying Deicing Chemical and Abrasives R.16 Avalanche Control Appendix R-1 Chain Requirements CHAPTER R SNOW/ICE CONTROL January 2016 Page R-2 R.1 Introduction (A) The snow removal and ice control family (HM6R), includes all work in connection with the following: (1) Snow removal operations. (2) Drift prevention. (3) Installation and maintenance of snow fences. (4) Snow pole installation and removal. (5) Tire chain fabrication and repair. (6) Maintenance and control of chain control locations. (7) Avalanche control. The program also includes truck haul of snow to waste areas, opening drains covered by snow and ice and the spring opening of roads that are normally allowed to close for the winter season. Mechanical and manual sanding and the use of deicing agents, both solid and liquid solution types are also included. Refer to Maintenance Manual Volume 2 for administrative procedures to be used in connection with this work. (B) Terminology: (1) Deicer Deicer is a chemical freezing point depressant such as, but not limited to, salt (sodium chloride), salt brine, CMA (calcium magnesium acetate), liquid potassium acetate, or liquid magnesium chloride.
    [Show full text]
  • WINTER SERVICE PLAN 01 October 2017 to 15 May 2018
    Page 1 of 256 TERM CONTRACT FOR THE MANAGEMENT AND MAINTENANCE OF THE SCOTTISH TRUNK ROAD NETWORK (NORTH WEST UNIT) WINTER SERVICE PLAN 01 October 2017 to 15 May 2018 Controlled Copy No. Client: Operating Company: Transport Scotland BEAR Scotland Limited Trunk Road and Bus Operations BEAR House Buchanan House Inveralmond Road 58 Port Dundas Road Perth Glasgow PH1 3TW G4 0HF 4G NORTH WEST UNIT WINTER SERVICE PLAN Rev 2.0 2017/18 Page 2 of 256 CONTENTS Introduction and Purpose 7 1 Management Arrangements 8 1.1 Winter Service Manager 1.2 Winter Service Duty Staff 1.3 Monitoring Arrangements 1.4 Personnel Resources 1.5 Call Out Arrangements 1.6 Communications Equipment 1.7 Training for Managers and Other Staff 2 Weather Forecasting 16 2.1 Purpose 2.2 Methodology 2.3 Weather Forecasting Service 2.4 Computer Systems 3 Monitoring and Resource Allocation Arrangements for Areas Requiring Special Attention 23 4 Decision Making 38 4.1 Role of the Winter Service Manager 4.2 Role of the Winter Service Duty Staff 5 Liaison 42 5.1 The Director 5.2 The Police 5.3 Traffic Scotland Operators 5.4 Adjacent Road and Highway Authorities 5.5 Adjacent Trunk Road Operating Companies 5.6 Network Rail 5.7 Co-ordination of Winter Service at Unit Boundaries 6 Collaboration and Mutual Aid 45 6.1 Arrangenents for the Identification of Mutual Aid 7 Winter Service Patrols 46 8 Precautionary Treatment Routes 50 8.1 Propose Spread Rates for Precautionary Treatments of Carriageways 8.2 Contigency Plans for Alternative Access to Precautionary Treatment Routes 8.3 Locations
    [Show full text]
  • Grip,” Traffic Speed Distributions and Safety Outcomes During Winter Storms
    S A Report from the University of Vermont Transportation Research Center Snow and Ice Control Performance Measurement: Comparing “Grip,” Traffic Speed Distributions and Safety Outcomes During Winter Storms Final Report April 2019 Jonathan Dowds and James Sullivan UVM TRC Report # 19-003 Snow and Ice Control Performance Measurement: Comparing “Grip,” Traffic Speed Distributions and Safety Outcomes During Winter Storms April 17, 2019 Prepared by: Jonathan Dowds James Sullivan Transportation Research Center Farrell Hall 210 Colchester Avenue Burlington, VT 05405 Phone: (802) 656-1312 Website: https://www.uvm.edu/cems/trc UVM TRC Report # 19-003 Acknowledgements The authors would like to acknowledge VTrans for providing funding for this work, and the project’s Technical Advisory Committee for providing valuable input and direction. Disclaimer You are free to copy, distribute, display, and perform the work; make derivative works; make commercial use of the work under the condition that you give the original author and sponsor(s) credit. For any reuse or distribution, you must make clear to others the license terms of this work. Any of these conditions can be waived if you get permission from the sponsor(s). Your fair use and other rights are in no way affected by the above. The information contained in this report was compiled for the use of the Vermont Agency of Transportation. Conclusions and recommendations contained herein are based upon the research data obtained and the expertise of the researchers, and are not necessarily to be construed as Agency policy. This report does not constitute a standard, specification, or regulation. The Vermont Agency of Transportation assumes no liability for its contents or the use thereof.
    [Show full text]
  • Chapter 4 Transportation
    CHAPTER 4 TRANSPORTATION Clockwise from upper left: surface cracking on Town House Road, Hobbs Road, shoulder work on Town House Road, and Pine River Road 4 - 1 4 - 2 4.1 INTRODUCTION NH Route 25 runs across the northern portion of Effingham; it is a primary east-west corridor connecting Portland, ME with New Hampshire's Lakes Region as well as connectivity to the White Mountains and the I-93 corridor. Effingham's Town Offices and elementary school are located just north of NH Route 25. Along the eastern edge of town, NH Route 153 runs north and south, providing connectivity to the Mount Washington Valley to the north. NH Route 16 also provides access to Mount Washington Valley as well as the Seacoast to the south. With Green Mountain dominating the landscape, a network of local roads connects residents and visitors to goods and services. Effingham has one designated scenic road, Hobbs Road. In Effingham the Selectmen work with local contractors to maintain and plow the town's 40 miles of roads. The Master Plan Survey pointed to several areas where respondents felt there are maintenance needs. The Survey also identified strong recreational interest in hiking and biking paths. This chapter was developed with guidance and input from the Effingham Master Plan Transportation Committee, which had representation from the Selectboard, Planning Board, and several citizens. Input also came from participants at the May 6, 2011 Public Forum and June 14, 2011 Selectmen's meeting. The chapter explores the existing transportation network in Effingham, provides an update to past master plan recommendations, and makes some recommendations for additional improvements.
    [Show full text]
  • Maine Winter Roads: Salt, Safety, Environment and Cost
    Maine Winter Roads: Salt, Safety, Environment and Cost A Report by the Margaret Chase Smith Policy Center The University of Maine February 2010 Authors Jonathan Rubin, Professor, Margaret Chase Smith Policy Center & School of Economics Per E. Gårder, Professor of Civil Engineering Charles E. Morris, Senior Research Associate, Margaret Chase Smith Policy Center Kenneth L. Nichols, Professor of Public Administration John M. Peckenham, Assistant Director, Senator George J. Mitchell Center for Environmental and Watershed Research Peggy McKee, Research Associate, Margaret Chase Smith Policy Center Adam Stern, Research Assistant, School of Economics T. Olaf Johnson, Research Assistant, Civil Engineering Acknowledgements and Disclaimers This study would not have been possible without the great cooperation of the Maine Department of Transportation. We would like to specifically recognize the following individuals who participated on the MaineDOT Road Salt Risk Assessment Team: Dale Peabody, Bill Thompson, Peter Coughlan, Brian Burne, Joshua Katz, David Bernhardt, Chip Getchell, and Gary Williams. We also thank Joe Payeur, MaineDOT Region 2; Gregory J. Stone, Director of Highway Safety, Maine Turnpike Authority; Patrick Moody, Director, Public Affairs, AAA Northern New England; members of the project’s Advisory Committee; and countless others who graciously contributed to this effort. The views and opinions expressed in this report are solely those of the Margaret Chase Smith Policy Center and the individual authors. They do not represent those of Maine Department of Transportation or any other individual or organization that has provided information or assistance. i Road Salt Project Key Findings and Policy Recommendations Key Findings This section summarizes key findings from a yearlong study of the issues and practices in winter maintenance of Maine’s roads.
    [Show full text]
  • Agenda Regular Meeting of the Mobile County
    AGENDA REGULAR MEETING OF THE MOBILE COUNTY COMMISSION 10:00 A. M., October 8, 2018 1) APPROVE minutes of the regular meeting of March 26, 2018. 2) APPROVE list of claims. 3) ADOPT resolution declaring 2009 Ford F-150, VIN #1FTR12W59KA76313, Asset #2173, assigned to the Environmental Enforcement Department, SURPLUS, and authorize disposal by sale to the City of Saraland for the sum of $1,200.00. 4) APPROVE reappointment of Judge Carvine L. Adams, to serve on Mobile County Board of Human Resources for a term of six (6) years, effective October 1, 2018, and will expire September 30, 2024. 5) APPROVE EFP-201-19, contract with Georgetown Volunteer Fire Department in the amount of $14,950.00, from District 2 funds, to replace broken/old equipment. 6) APPROVE EFP-202-19, contract with Young Leaders of America in the amount of $5,000.00, from District 2 funds, for operating expenses for their Leadership Curriculum. 7) APPROVE Amendment #1 to contract with Watkins, Acy, Strunk Design, Inc., for MCD1-PF-17-001, Highpoint Park Improvements. This amendment will add additional Community Development Block Grant (CDBG) terms and conditions which were omitted. The contract amount will be unchanged. AGENDA October 8, 2018 PAGE 2 8) APPROVE Change Order #1 with Mainstreet Flooring & Design Inc., for CCP-170-18, Replacement of Flooring at the Mobile County Animal Shelter. This Change Order will decrease the contract amount by $2,500.00. The new contract sum will be $22,476.00. 9) APPROVE contract to sponsor the Mobile Bay Area Veterans Day Commission’s Annual Veterans Day Celebration in the amount of $5,000.00.
    [Show full text]
  • Adapted from Snow, Road Salt and the Chesapeake Bay by Tom Schueler, Center for Watershed Protection Put Your Sidewalk and Drive
    Adapted from Snow, Road Salt and the Chesapeake Bay by Tom Schueler, Center for Watershed Protection Put Your Sidewalk and Driveway on a Low-Salt Diet For safety reasons, we need to keep driveways and sidewalks clear of ice and snow. However, choosing the right product and using it correctly is important to help protect our water resources. 1. Shovel early, shovel often. There is no substitute for muscle and elbow grease for snow and ice removal. Deicers work best when there is only a thin layer of snow or ice that must be melted. Remove as much snow as you can during the storm if possible. Use a hoe or other tools to chip or scrape ice off the surface before any deicers are applied. If you have a problem with ice forming, determine the source and divert the melting snow away from your sidewalks and driveway to an area where ice won’t be a problem. 2. Buy early. Make sure to buy your deicing product well before the big storm hits, otherwise you will be looking at empty shelves, and have few, if any, environmental choices to make at the store. 3. Check the label. The table below shows how the main ingredients of common de-icing products compare. Check the package closely to see what you’re buying—often a product may contain several of the ingredients listed below, but the first one listed is usually the main ingredient. On the label: Works Down to: Cost Environmental Concerns Calcium Chloride -25 degrees F 3 times more than rock Uses lower doses salt No Cyanide Chloride impact Magnesium Chloride 5 degrees F n/a less toxic and safer for environment than calcium chloride NaCl: Sodium Chloride 15 degrees F about 5 bucks for a 50 Contains cyanide or “rock salt” pound bag Chloride impacts Urea 20 to 25 degrees 5 times more than rock Needless nutrients F salt Less Corrosion Calcium Magnesium 22 to 25 degrees 20 times more than Less toxic Acetate (CMA) F rock salt Sand No melting effect about 3 buck for a 50 lb Accumulates in streets and bag streams; needs to be swept up 4.
    [Show full text]
  • Maine Winter Roads: Salt, Safety, Environment and Cost
    Maine Winter Roads: Salt, Safety, Environment and Cost A Report by the Margaret Chase Smith Policy Center The University of Maine February 2010 Authors Jonathan Rubin, Professor, Margaret Chase Smith Policy Center & School of Economics Per E. Gårder, Professor of Civil Engineering Charles E. Morris, Senior Research Associate, Margaret Chase Smith Policy Center Kenneth L. Nichols, Professor of Public Administration John M. Peckenham, Assistant Director, Senator George J. Mitchell Center for Environmental and Watershed Research Peggy McKee, Research Associate, Margaret Chase Smith Policy Center Adam Stern, Research Assistant, School of Economics T. Olaf Johnson, Research Assistant, Civil Engineering Acknowledgements and Disclaimers This study would not have been possible without the great cooperation of the Maine Department of Transportation. We would like to specifically recognize the following individuals who participated on the MaineDOT Road Salt Risk Assessment Team: Dale Peabody, Bill Thompson, Peter Coughlan, Brian Burne, Joshua Katz, David Bernhardt, Chip Getchell, and Gary Williams. We also thank Joe Payeur, MaineDOT Region 2; Gregory J. Stone, Director of Highway Safety, Maine Turnpike Authority; Patrick Moody, Director, Public Affairs, AAA Northern New England; members of the project’s Advisory Committee; and countless others who graciously contributed to this effort. The views and opinions expressed in this report are solely those of the Margaret Chase Smith Policy Center and the individual authors. They do not represent those of Maine Department of Transportation or any other individual or organization that has provided information or assistance. i Road Salt Project Key Findings and Policy Recommendations Key Findings This section summarizes key findings from a yearlong study of the issues and practices in winter maintenance of Maine’s roads.
    [Show full text]
  • FY 2020-24 Adopted Capital Improvement Plan (CIP)
    FY 2020/24 Adopted Capital Improvement Plan Prepared by Office of Budget Management Photos by Spartanburg Convention & Visitors Bureau Spartanburg County South Carolina Adopted Capital Improvement Plan Fiscal Year July 1, 2019 through June 30, 2024 Includes FY 2019/20 Capital Year Budget A. Manning Lynch Chairman Michael Brown Council Member – District 1 Jack Mabry Council Member – District 2 David Britt Council Member – District 3 Whitney Farr Council Member – District 4 Bob Walker Council Member – District 5 Roger Nutt Council Member – District 6 Spartanburg County, South Carolina FY 2020-24 Adopted Capital Improvement Plan Spartanburg County, South Carolina FY 2020-24 Adopted Capital Improvement Plan TABLE OF CONTENTS Transmittal Letter ....................................................... 5 Pavement Asset Evaluation ........................................... 63 Capital Improvement Plan Development & Long- Pavement Preservation Program ................................... 64 Term Planning ............................................................ 7 Seay Road Widening ..................................................... 65 Vision, Mission, Values ............................................... 9 Sign Reflectivity Mandate .............................................. 66 Goals & Objectives .................................................... 10 Snow Road Reclamation ............................................... 67 Steve G. Belue Infrastructure Fund .............................. 68 Summary Schedules Victor Hill Road Widening ..........................................
    [Show full text]
  • Ordinance 65
    STATE OF MICHIGAN COUNTY OF BERRIEN ORONOKO CHARTER TOWNSHIP PRIVATE ROAD ORDINANCE ORDINANCE NO. 65 AN ORDINANCE TO REQUIRE THAT ALL LOTS OR PARCELS OF LAND WHICH DO NOT ABUT PUBLIC STREETS ABUT A PRIVATE ROAD WHICH PRIVATE ROAD SHALL MEET THE STANDARDS AND SPECIFICATIONS AS SET FORTH HEREIN FOR CONSTRUCTION AND MAINTENANCE, TO PROVIDE FOR AN APPLICATION PROCESS FOR THE ESTABLISHMENT OF A PRIVATE ROAD, AND TO PROVIDE FOR PENALTIES FOR VIOLATIONS HEREOF. SECTION 1: TITLE. This Ordinance shall be known as and cited as Oronoko Charter Township Private Road Ordinance. SECTION 2: PURPOSE. The purpose of this Ordinance is to ensure that lots within Oronoko Charter Township that do not abut a public street or road nonetheless abut a private road. To this end, this Ordinance is intended to provide minimum standards and specifications for the construction, maintenance and extension of private roads within the Charter Township of Oronoko, Berrien County, Michigan, to protect the public health, safety and general welfare of persons and property pursuant to MCL 41/181; MSA 5.45(1). It is recognized that such standards are necessary because of the need for road services adequate to provide year round access by fire, police, and like emergency vehicles. It is further recognized that if roads are not constructed in accordance with certain minimum standards, such roads frequently become impassable, and vehicles which do try to use them during such periods of impassability are likely to become mired, find it impossible to gain access to the persons or structures located on the roadway, block the roadway and otherwise pose a threat to the health, safety and welfare of the residents located along the roadway, as well as to those other residents who would find use of the roadway essential.
    [Show full text]
  • Paving the Way for Improving Parma's Streets (Updated)
    FEBRUARY 2018 PAVING THE WAY FOR IMPROVING PARMA’S STREETS (UPDATED) National organizations recently have praised what we already know about Parma: we’re a safe city with diverse, livable neighborhoods, great recreation, and the amenities offered by our restaurants, small businesses, and retail development. The city has worked hard for that reputation as we’ve focused our budget priorities on, among other things, supporting our stellar safety forces, increasing our recreational offerings, and strengthening our building department to buttress our already-strong neighborhoods. Together, this administration and City Council have methodically improved and strengthened those areas of city government. We’ve also tried – in the wake of the Great Recession and staggering state cuts – to maintain and improve our roads and streets. This overview provides background on the city’s streets program and outlines the fiscally-responsible way Parma is investing in our roads. It not only covers where we want to go, but where we’ve been. CAPITAL BUDGET BACKGROUND Parma, like other Ohio cities, has struggled to find additional resources for street improvement. Since 2009, the city has lost about $27.5 million through state funding cuts, straining all of our accounts, including the capital budget. According to a Policy Matters Ohio report released last year, municipalities reported similar stories stemming from the severe state cutbacks, including leaving "local officials with diminished ability to maintain streets and roads." In Parma, we've confronted these challenges through fiscally-disciplined policies. We enacted a refuse collection fee to stave off major programmatic cuts and layoffs across city government, including in the ranks of our safety forces.
    [Show full text]