Loading...
HomeMy WebLinkAbout2008-342EC APPENDIX `B' FLORIDA EROSION & SEDIMENT CONTROL 'PECTOR MANUAL ,PTER 4, "BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENTATION CONTROL" http•//www.dep.state.fl.us/water/nonpoint/ero man.htm F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\APPENDIX B - CHAPTER 4 BEST MANAGEMENT PRACTICES.doc APPENDIX `C' BUILT SURVEY RECORD CHECKLIST F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\APPENDIX C CHAPTER 4 AS BUILT RECORD CHECKLIST.doc RECORD/AS-BUILT DOCUMENTS GENERAL A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specified or modified in Divisions the Supplementary Conditions, B. Maintenance of Documents: 1. Maintain in CONTRACTOR's field office in clean, dry, legible condition complete sets of the following: Drawings, Specifications, Addenda, approved Shop Drawings, samples, photographs, Change Orders, other modifications of Contract Documents, test records, survey data, Field Orders, and all other documents pertinent to CONTRACTOR'S Work. 2. Provide files and racks for proper storage and easy access. 3. Make documents available at all times for inspection by ENGINEER and OWNER. 4. Do not use record documents for any other purpose and do not remove them from the field office. C. Recording: 1. Label each document "PROJECT RECORD" in 2 -inch high printed letters. 2. Keep record documents current. 3. Do not permanently conceal any Work until required information has been recorded. RECORD -ASBUILT DRAWINGS "MA During the entire construction operation, the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall prepare therefrom "record" drawings showing correctly and accurately all changes and deviations from the work, made during construction to reflect the work as it was actually constructed. 01720-1 01720 Record Documents F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc W C. Record/As-Built survey shall be performed and subsequent plans prepared by a registered Professional Surveyor and Mapper in the state of Florida and certified per standards as set forth within Florida Statutes, Administrative code and Minimum Technical Standards forthat type of survey. All said surveying mentioned above shall be performed underthe direct supervision of a registered Professional Surveyor and Mapper in the state of Florida accordingly. The following items are required to be shown on County project Record/As-Built drawings submitted to ENGINEER: As per Chapter 472, Florida Statutes and Chapter 61G17-6.007 Florida Administrative Code As -Built — Record — Specific Purpose Surveys: A Professional Surveyor and Mapper licensed in the state of Florida shall provide an adequate Record/As-Built survey as it relates to the regulations and standards established for said surveys. AND Field measurements of vertical or horizontal dimensions of constructed improvements shall be obtained so that the constructed facility can be delineated in such a way that the location of the construction may be compared with the construction plans. Clearly shows by symbols, notations, or delineations, those constructed improvements located by the survey. 1. Right-of-way Swale/Drainage —All culvert inverts elevations and station offsets; inlet grate and bottom elevations; swale beginning and end bottom elevations; and highs and lows along top of bank. Size of swale. 2. Pipe Culvert/PVC Sleeves — All inverts, stations and offsets. 3. Outfalls — All pipe inverts elevations and station offsets, weir box elevations, weir elevation, and sizes. 4. Roadway/Off Site Drainage — All inverts elevations and station offsets; manhole top elevation; grate top elevations. 5. Retention Ponds — Perimeter elevations, grade breaks, depths, and calculate pond area at control elevation and grade breaks above water surface. 01720-2 01720 Record Documents F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc 6. Roadway: a. Stations and offset related to controlling baseline and elevations of all structures, side street and major driveway radius returns (edge of pavement), bends and/or change in direction of roadway alignment, OR minimum at 1000' intervals along roadway alignment. b. Elevations along Profile Grade Line (PGL), of all edge of pavements either side of Profile Grade Line (PGL), at medians at the high/low and PVI points along Profile Grade Line (PGL). c. All final Elevations to be plotted on PGL AND Plan - Profile sheets as applicable. d. Elevations of edge of pavement and flow line at curb inlets and on the adjacent edge of pavement at curb inlets. D. 1. Survey Control: Install/re-establish new roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion. Include all intersections and side streets. State Plane Coordinates and elevations for all control points. 2. Either if shown on plans or not: Any Public Land Corner or Governmental Survey Control point(s) destroyed and/or disturbed during the scope of the project shall be properly re-established as per standards as set forth within Florida Statutes, Administrative code and Minimum Technical Standards for that type of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida and certified accordingly. Said Governmental agency(s) shall be notified in writing of disturbance and re -establishments. RECORD/AS-BUILTS DRAWINGS FORMAT - SUBM A. ENGINEER will supply the CONTRACTOR with the electronic file of the approved construction plans for the input of the As -Built information. B. CONTRACTOR shall deliver seven (7) certified sets of Record/As-Builts with an Electronic Drawing files prepared in AutoCAD 2007 AND PDF format or in current version as agreed by the ENGINEER. 01720-3 01720 Record Documents F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc C. CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record drawing(s). Said drawing(s) shall clearly state, type of survey, positional tolerances, adhere and be certified to by a registered Professional Surveyor and Mapper in the state of Florida, any standards set forth by Florida Statutes, Administrative code and Minimum Technical Standards for As- Built/Record surveys. D. All Record/As-Built drawings are subject to review and approval by County Surveyor. E. Payment for Record Drawings, Review of Electronic As-Builts and signing and sealing As-Builts shall be made under: Pay Item No. — Record Drawings — Lump Sum ACCURACY The CONTRACTOR will be held responsible for the accuracy and completeness of Record Drawings and Electronic As-Builts and shall bear any costs incurred in finding utilities as a result of incorrect data furnished by the CONTRACTOR. COMPLETION OF WORK Upon Substantial Completion of the Work, deliver Record/As-Built Drawings to ENGINEER. Final payment will not be made until satisfactory record documents are received and approved by ENGINEER. + + END OF SECTION + + 01720-4 01720 Record Documents F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc APPENDIX `D' ROADWAY SOIL SURVEY F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 Contract Documents\APPENDIX D ROADWAY SOIL SURVEY.doc OCT 3 0 2006 INDIAN RIVER COUNTY ENGINEERING DIVISION Roadway Soil Survey 201h Avenue SW Improvements From 17th Place SW to 25th Street SW Indian River County, Florida Ardaman & Associates, Inc. OFFICES Orlando, 8008 S. Orange Avenue, Orlando, Florida 32809, Phone (407) 855-3860 Bartow, 1525 Centennial Drive, Bartow, Florida 33830, Phone (863) 533-0858 Cocoa, 1300 N. Cocoa Blvd., Cocoa, Florida 32922, Phone (321) 632-2503 Fort Myers, 9970 Bavaria Road, Fort Myers, Florida 33913, Phone (239) 768-6600 Miami, 2608 W. 84th Street, Hialeah, Florida 33016, Phone (305) 825-2683 Port Charlotte, 740 Tamiami Trail, Unit 3, Port Charlotte, Florida 33954, Phone (941) 624-3393 Port St, Lucie, 460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986, Phone (772) 878-0072 Sarasota, 2500 Bee Ridge Road, Sarasota, Florida 34239, Phone (941) 922-3526 Tallahassee, 3175 West Tharpe Street, Tallahassee, Florida 32303, Phone (850) 576-6131 Tampa, 3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619, Phone (813) 620-3389 lfilest Palm Beach, 2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida 33409, Phone (561) 687-8200 MEMBERS: A.S.F.E. American Concrete Institute American Society for Testing and Materials Florida Institute of Consulting Engineers Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Indian River County Board of County Commission 184025 th Street Vero Beach, Florida 32960 Attention: Mr. Joseph A. Baird County Administrator Subject. Roadway Soil Survey 20th Avenue SW Improvements From 171h Place SW to 251h Street SW Indian River County, Florida Dear Mr. Baird: October 30, 2006 File No. 06-5699 As requested and authorized by you, we have completed a roadway soil survey for the proposed 20' Avenue SW Improvements project. The purposes of performing this exploration were to evaluate the general subsurface conditions within the roadway improvement areas and to provide recommendations relative to site preparation. This report documents our findings and presents our engineering recommendations. This report has been prepared in accordance with generally accepted geotechnical engineering practices for specific application to the project area indicated in this report. No other warranty, expressed or implied, is made. The soils information and recommendations submitted herein are based on the data obtained from the soil borings presented on Figure 5. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. It is a pleasure assisting you with this project. If you have any questions, or when we may be of further assistance to you, please do not hesitate to contact us. Best Regards, ARDAMAN & ASSOCIATES, INC. 1,V11. Will B. Cornelius II, E.I. Assistant Project Engineer nralla k, P.E. Bra h Ma. ger Florida Registration No. 63911 WBC I I/DJZ/dd 460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986, Phone (772) 878-0072 FAX (772) 878-0097 Offices in: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach Chapter 1.0 quo 3.0 4.0 List of Tables: 1 List of Figures: 1 2 3 4 5 Appendices: 01 TABLE OF CONTENTS Title - INTRODUCTION 1.1 Site Location 1.2 Project Considerations 1.3 Purpose and Scope of Project 1.4 Review of Available Data 1.4.1 Soil Survey Map 1.4.2 USGS Quadrangle Map FIELD EXPLORATION PROGRAM - . • - 1 1 1 1 2 2 2 2 2.1 Auger Borings 2 2.2 Test Locations 3 2.3 Groundwater Measurements 3 LABORATORY TESTING PROGRAM 3.1 Visual Examination and Classification Testing CONCLUSIONS AND RECOMMENDATIONS 4.1 General Soil Stratigraphy for Roadway 4.2 Groundwater Control 4.3 Typical Seasonal High Water Table 4.4 Construction Considerations Laboratory Test Results USGS Site Location Map Soil Survey Map Boring Location Plan Legend for Soil Boring Profiles Auger Boring Profiles Auger Boring Procedure Particle Size Analysis Results (ASTM D 422) 3 3 4 4 5 5 6 Indian River County File No. 06-5699 1.0 INTRODUCTION 1.1 Site Location -1- It is our understanding that the project limits consist of the vacant, undeveloped land west of the existing alignment of 20' Avenue SW, between 17th Place SW to the north and 251h Street SW to the south, in Indian River County, Florida. The project limits are located within Section 35 of Township 33 South, Range 39 East. The approximate project limits are shown superimposed on a reproduction of the 1949 Oslo, Florida, USGS Quadrangle map presented as Figure 1. 1.2 Project Considerations Based on information provided to us by GL Homes, and on review of records available from the Indian River County Engineering Department, we understand that 20th Avenue SW currently consists of a one lane, one-way (northbound), undivided rural section with stormwater run-off typically sheet flowing to adjacent grassed areas and drainage ditches. Based on our understanding and review of the "Falcon Trace Survey Control" sheets prepared for the project by Knight, McGuire & Associates, Inc., dated April 27, 2005, the proposed improvements consist of constructing two new travel lanes west of the existing travel lane of 201h Avenue SW between 17" Place SW and 25th Street SW. We further understand that the proposed new centerline -of 201h Avenue SW will be approximately 28 feet west of the existing western edge of pavement of 201h Avenue SW. We have assumed that a curb -and -gutter system and stormwater pipes will direct stormwater runoff to nearby stormwater ponds and drainage ditches. 1.3 Purpose and Scope of Project The purposes of this project were to explore shallow subsurface conditions within the roadway improvement areas and to provide a geotechnical engineering evaluation of,the conditions encountered. We accomplished these purposes by: 1. Obtaining and evaluating readily available geologic and soil survey data. 2. Conducting auger borings at selected locations within the roadway improvement areas and measuring groundwater levels where encountered. ft 3. Observing recovered soil samples in our laboratory and performing tests on selected samples to aid in classification. 4. Analyzing and interpreting the field and laboratory data. 5. Performing engineering analyses to develop recommendations for site preparation.