440341-1-54-01_JYLinearPark_Roadway_GeotechReport_SS_2025-05-09.pdf

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John Yarbrough Linear Park (JYLP) Trail Construction from Colonial Blvd. to Hanson St. Rebid (Sun Trail 447515-1-54-01)
Solicitation number
ITB 26-061
Issued by
Lee County, Fort Lauderdale City, Florida

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Geotechnical Report Summary: John Yarbrough Linear Park Trail Construction

This is a Geotechnical Report prepared for the City of Fort Myers, Florida, in support of the John Yarbrough Linear Park (JYLP) Phase IV Extension project, a shared-use path and bridge construction initiative extending approximately 1.83 miles from south of SR 884/Colonial Boulevard to Hanson Street. The project encompasses construction of two major bridge structures: a 912-foot multi-span prestressed concrete bridge over SR 886/Colonial Boulevard and a 139-foot prefabricated steel bridge structure over the 10-mile canal. The geotechnical investigation provides subsurface soil and foundation analysis necessary for the design and construction of these bridge structures and the shared-use path improvements. The report includes boring locations, soil classification data, laboratory test results, and geotechnical engineering recommendations to inform the construction contractor's design and construction methodologies.

The geotechnical report serves as a supporting technical document for qualified contractors responding to the construction services solicitation. The findings and recommendations establish subsurface conditions and bearing capacities essential for bid preparation and project cost estimation. This document is integral to the overall project documentation funded through the Florida Shared-Use Nonmotorized Trail Network under the Department's FY-24/25 work program, ensuring that bidders have comprehensive site characterization data to prepare accurate proposals and construction plans for the bridge and trail components of the project.

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Preliminary Roadway Soil Survey John Yarbrough Linear Park Multi-Use Trail

Extension Lee County, Florida

KCA Project No. 1201934.00

Ardaman & Associates, Inc.

CORPORATE HEADQUARTERS

8008 S. Orange Avenue, Orlando, FL 32809 - Phone: (407) 855-3860 Fax: (407) 859-8121

Branch Office Locations

Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach Louisiana: Baton Rouge, Monroe, New Orleans, Shreveport

MEMBERS:

ASTM International American Concrete Institute

Geoprofessional Business Association Society of American Military Engineers

American Council of Engineering Companies

9970 Bavaria Road, Fort Myers, Florida 33913 Phone (239) 768-6600 FAX (239) 768-0409 Louisiana: Baton Rouge, Monroe, New Orleans, Shreveport

Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach

May 11, 2020 File No. 20-33-4506

Kisinger Campo and Associates 13461 Parker Commons Blvd., Suite 104 Fort Myers, Florida, 33912

Attention: Ms. Adrienne Wisdom, P.E.

Subject: Preliminary Roadway Soil Survey John Yarbrough Linear Park Multi-Use Trail Extension Lee County, Florida KCA Project No. 1201934.00

Dear Ms. Wisdom:

As requested and authorized, we have completed a preliminary roadway soil survey relative to the extension of the John Yarbrough Linear Park Multi-Use Trail. The purposes of performing this exploration were to evaluate the general subsurface conditions at selected locations in the areas of proposed extension. In addition, we have provided geotechnical engineering information for use during design of the project. 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 limits 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 performed at the approximate locations shown on Figures 3 through 8. 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.

Very truly yours, ARDAMAN & ASSOCIATES, INC.

Jerry H. Kuehn, P.E. Ivan F. Sokolic, P.E.

Senior Project Engineer Branch Manager/Senior Engineer Florida License No. 35557 Florida License No. 64114

JHK/IFS

20-33-4506 KCA - John Yarbrough Linear Park Multi-Use Trail Extension.docx

Geotechnical, Environmental and Materials Consultants

TABLE OF CONTENTS

Chapter Title Page

1.0 INTRODUCTION 1

1.1 Site Location 1

1.2 Project Considerations 1

1.3 Purpose and Scope of Project 1

1.4 Review of Available Data 2

1.4.1 USGS Quadrangle Map 2

1.4.2 Soil Survey Map 2

2.0 FIELD EXPLORATION PROGRAM 2

2.1 Hand Auger Borings 2

2.2 Groundwater Level 2

2.3 Test Locations 2

3.0 LABORATORY TESTING PROGRAM 3

3.1 Visual Examination and Classification Testing 3

4.0 CONCLUSIONS AND RECOMMENDATIONS 3

4.1 General Soil Stratigraphy 3

4.2 Groundwater Control 4

4.3 Estimated Seasonal High Water Table 4

4.4 Construction Considerations 4

List of Tables:

1 Review of Soil Survey Maps 2 Summary of Laboratory Test Results 3 Boring Stations and Elevations

List of Figures:

1 Site Location Map 2 Soil Survey Map 3 to 8 Boring Location Plans 9 Roadway Soil Survey Sheet 10 to 13 Report of Auger Borings

Appendices:

I Hand Auger and Auger Boring Procedures

Kisinger Campo and Associates -1-

1.0 INTRODUCTION

1.1 Site Location

The proposed construction project extends 1.8 miles north of the existing trail ending point at Colonial Boulevard (SR 884) to its new termination point at Hanson Street.

The approximate limits of the project alignment are shown superimposed on the Fort Myers SE, Florida, U.S.G.S. quadrangle maps presented on Figure 1.

1.2 Project Considerations

We understand that the proposed construction includes a 12-foot wide, multi-use path that will extend 1.8 miles north of the existing trail ending point at Colonial Boulevard. It will include a clear span bicycle/pedestrian overpass about 250 feet south of Colonial Boulevard connecting the current multi-use trail on the east side of Tenmile Canal to the proposed multi-use trail on the west side. A second overpass will clear span Colonial Boulevard on the west side of Tenmile Canal with a height of approximately 17.5 feet.

1.3 Purpose and Scope of Project

The purposes of performing this exploration were to explore shallow subsurface conditions within the trail extension to provide 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 hand auger borings and measuring groundwater levels in the roadway areas.

3. Observing recovered soil samples in our laboratory and performing tests on selected samples to aid in classification and determining its engineering properties.

4. Analyzing and interpreting the laboratory data.

5. Performing geotechnical engineering analyses to develop recommendations for site preparation.

Kisinger Campo and Associates -2-

1.4 Review of Available Data

1.4.1 USGS Quadrangle Map

The approximate project alignment is shown superimposed on the Fort Myers and Fort Myers SE, Florida USGS quadrangle maps presented on Figure 1. The approximate ground surface elevation along the project alignment is typically around +15 feet based on 1929 National Geodetic Vertical Datum (NGVD).

1.4.2 Soil Survey Map

Based on the Web Soil Survey, as prepared by the U.S. Department of Agriculture, Natural Resources Conservation Service, various surficial soil types exist along the proposed alignment.

The individual soil types and their characteristics are summarized and presented in Table 1. The location of the individual soils are also included on the Soil Survey Map presented on Figure 2.

2.0 FIELD EXPLORATION PROGRAM

2.1 Hand Auger Borings

The field exploration program generally consisted of performing one hand auger boring at approximate 100-foot intervals along the center of the new trail extension. The hand auger borings were conducted using a 3-inch diameter manual bucket auger and were advanced to depths ranging from 1 to 5 feet below the existing ground surface. A summary of the hand auger boring procedures is included in Appendix I.

Upon completion of drilling, the borings were backfilled with soil cuttings.

2.2 Groundwater Level

Where encountered, the groundwater level was measured in the boreholes after stabilization of the downhole water level. The measured groundwater levels are shown adjacent to the boring profiles presented on Figures 10 through 13, and varied from approximately 3½ to 4½ feet below the ground surface.

Note that at many of the hand auger boring locations, the groundwater table was not encountered within the depth of the boring.

respective boring profile.

2.3 Test Locations

The approximate locations of the borings are schematically illustrated on aerial photographs of the project alignment shown on Figures 3 through 8. The locations of the hand auger borings were staked in the field by representatives of Ardaman & Associates using a hand-held GPS unit.

Kisinger Campo and Associates -3-

3.0 LABORATORY TESTING PROGRAM

3.1 Visual Examination and Classification Testing

Representative soil samples obtained during our field sampling operation were packaged and transferred to our laboratory for further visual examination and classification to obtain more accurate descriptions of the existing soil strata. The soil samples were visually classified in general accordance with the AASHTO Soil Classification System.

In addition, sieve analysis, Atterberg limits, natural moisture content and organic content tests were conducted on representative soil samples to aid in classification. The resulting soil descriptions and the results of our tests are shown in Table 2 and are summarized on the Roadway Soil Survey sheet presented as Figure 9.

4.0 CONCLUSIONS AND RECOMMENDATIONS

4.1 General Soil Stratigraphy

The results of the field exploration are summarized on the Roadway Soil Survey sheet (Figure 9) and the Report of Auger Boring sheets (Figures 10 through 13). The stratification of the boring profiles represents our interpretation of the field boring logs and the results of the laboratory examination of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied.

The results of our borings indicate the following general soil types:

Stratum No.

Description

Classification

AASHTO

Standard

Plans Index 120-001

Light brown to brown, light gray to gray, and orange brown SAND, trace of gravel.

A-3 Select

2 Limestone (rock)/Caprock/Limerock -- --

The results of our exploration indicate that the soil conditions encountered in the borings presented on Figures 10 through 13 are appropriate for construction of the proposed multi-use trail.

Soil Stratum 1 (A-3) may be considered as Select material based on FDOT criteria (Standard Plans Index 120-001). The use of these soils relative to embankment construction should be in accordance with Standard Plans Index 120-001.

Kisinger Campo and Associates -4-

We note that 68 of the 92 hand auger borings were terminated due to refusal at depths ranging from 1 to 4½ feet below the existing ground surface where limestone rock and/or boulders (Stratum 3) were encountered.

4.2 Groundwater Control

Where encountered, the groundwater level was measured in the boreholes after stabilization of the downhole water level. The absence of groundwater data at the boring locations indicates that groundwater was not encountered within the vertical reach of the borings on the date drilled.

However, this does not necessarily mean that groundwater would not be encountered at these locations or within the vertical reach of the borings at some other time. Fluctuation in groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. The groundwater levels, where encountered in the borings, are shown on the soil boring profiles on Figures 10 through 13.

4.3 Estimated Seasonal High Water Table

The estimated seasonal high water table each year is the level in the August-September period at the end of the rainy season during a year of normal (average) rainfall. The water table elevations associated with a flood level would be higher (possibly much higher) than the seasonal high water table elevations. The estimated high water levels would more approximate the seasonal high water table elevations.

The estimated seasonal high water table is affected by a number of factors. The drainage characteristic of the soils, the land surface elevation, relief points such as lakes, rivers, swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high water table elevation.

The United States Department of Agriculture (USDA) Natural Resources Conservation Services (NRCS), Soil Survey of Lee County provides information about seasonal high groundwater table for the soils encountered in the area, as is listed in Table 1. Based upon the NRCS information, the seasonal high groundwater table may range from the ground surface elevation (0 inches) to 18 inches below the ground surface.

4.4 Construction Considerations

The pavement, subgrade and embankment construction should be performed in accordance with the appropriate sections of the FDOT current edition of the Standard Specifications for Road and Bridge Construction. If needed, backfill should generally consist of select material (A-3, A-2-4) compacted in accordance with the FDOT Standard Specifications for Road and Bridge Construction. In accordance with these specifications, the removal of organic materials and any plastic soils should be accomplished in accordance with FDOT Standard Plans Index 120-002 unless otherwise shown on the plans. In-place density tests should be performed on the fill soils

Kisinger Campo and Associates -5-to verify the specified degree of compaction. The minimum density test frequency should be in accordance with the FDOT Materials, Sampling, Testing, and Reporting Guide. Fill placement and side slopes for embankment construction are presented in the FDOT Standard Plans Index 120-001.

Typically, heavy excavators can remove soft limestone and boulders, however, dynamic methods using hydraulic hammers or hoes will be needed to remove hard limestone or large boulders where they occur. Use of excavated rock as fill material will require further processing (crushing and screening) to reduce particle size to mostly sand and gravel size.

Some form of groundwater control (dewatering) may be required during construction, depending upon excavation depths. Positive site drainage should be established early during construction in order to reduce ponding of surface water during heavy or prolonged rainfall. Means and methods of groundwater and surface water control should be the responsibility of the contractor.

We recommend that the designer add notes to the plans relative to removal of unsuitable soils, dewatering, maintaining positive site drainage, and wrapping pipe joints.

TABLES

TABLE 1

Review of Soil Survey Maps

Design of John Yarbrough Linear Park Multi-Use Trail Extension Colonial Boulevard (SR 884) to Hanson Street

Lee County, Florida

Soil Map Unit Description Permeability of Most

Limiting Layer (in/hr)

Approximate Depth to Normal Seasonal High

Groundwater Level

36; Immokalee sand Urban land complex, 0 to 2 percent slopes

Nearly level, poorly drained sandy soils to a depth of 80 inches. It is in flatwoods on marine terraces.

0.57 to 1.98 About 6 to 18 inches

59; Urban land, 0 to 2 percent slopes

Areas that are more than 85 percent covered with parking lots, airports, shopping centers, buildings, streets, and sidewalk where natural soils cannot be observed.

64; Hallandale fine sand, wet- Urban land complex, 0 to 2 percent slopes

Nearly level, poorly drained sandy soils to a depth of 12 inches underlain by bedrock. It is in flatwoods on marine terraces.

0.60 to 5.95 About 3 to 18 inches

102; Boca fine sand Urban land complex, 0 to 2 percent slopes

Nearly level, poorly drained sandy and loamy soils to a depth of 30 inches underlain by bedrock. It is in drainageways and flatwoods on marine terraces.

0.60 to 2.00 About 3 to 18 inches

116; Isles fine sand, ponded Urban land complex, 0 to 1 percent slopes

Nearly level, very poorly drained sandy and loamy soils to a depth of 47 inches underlain by bedrock. It is in depressions on marine terraces.

0.57 to 1.98 About 0 inches

TABLE 2

SUMMARY OF LABORATORY TEST RESULTS

DESIGN OF ORTIZ AVENUE WIDENING

SR 884 TO SR 82

FORT MYERS, LEE COUNTY, FLORIDA

AB-2 3-4.5 1 81.2 81.2 81.2 79.2 77.5 70.6 56.7 28.8 2.1 - 3.2 -- --

AB-12 2-3.5 1 77.9 77.9 76.8 75.9 74.6 69.0 57.7 30.7 3.1 - 4.4 -- --

AB-35 1.5-3 1 100 100 100 99.3 98.8 94.2 81.6 33.8 2.9 - 6.2 -- --

AB-24 0-3 1 78.2 76.2 75.9 74.2 70.5 62.7 52.8 30.2 5.5 0.7 6.2 -- --

AB-46 0-2.5 1 100 93.8 92.8 90.3 87.2 79.8 68.7 38.8 9.8 - 4.0 -- --

AB-55 0-3 1 82.2 81.4 81.4 76.7 72.8 66.0 56.6 34.7 3.5 0.9 7.1 -- --

AB-64 1.5-3 1 100 100 100 99.2 98.7 94.6 83.3 44.2 3.1 - 6.2 -- ---

AB-76 2-5 1 100 100 100 99.3 97.5 91.4 81.1 49.8 2.2 - 9.8 - --

AB-90 3.5-5 1 100 100 100 100 100.0 97.2 88.8 56.7 4.6 - 22.9 -- --

AB-84 0-2 1 100 100 100 100 100.0 97.0 88.1 53.5 1.6 0.2 3.1 -- --

AB-91 3-4.5 1 - - - - - - - - - 1.1 15.4 -- --

AB-92 4-5 1 - - - - - - - - - 0.8 13.9 -- --

AB-17 4-4.5 1 - - - - - - - - - 1.4 8.0 -- --

Boring Depth (ft) Stratum

No.

MC (%)

Atterberg Limits

#10 (%) #40 (%) #60 (%) #100 (%) Liquid Limit

Plasticity Index

OC (%)

#200 (%)

Grain Size Distribution - Percent Passing

3/4" 1/2" 3/8" #4

OC = Organic Content MC = Moisture Content --- = Property Not Measured NP = Non Plastic

Table 3 Boring Stations and Elevations

Boring ID Station Offset (ft) Elevation (ft)

AB - 1 110+47.05 10.06 19.08

AB - 2 111+45.40 11.19 19.07

AB - 3 112+48.99 11.87 19.01

AB - 4 113+31.33 11.68 19.07

AB - 5 114+44.90 10.93 19.23

AB - 6 115+42.89 10.85 18.98

AB - 7 116+40.47 11.52 18.88

AB - 8 117+44.39 11.59 19.14

AB - 9 118+50.89 6.84 19.23

AB - 10 119+59.02 7.53 18.79

AB - 11 120+53.74 7.31 18.36

AB - 12 121+45.46 7.33 18.37

AB - 13 122+44.44 7.14 18.72

AB - 14 123+42.48 6.74 18.75

AB - 15 124+40.38 6.62 18.8

AB - 16 125+36.67 6.16 19.01

AB - 17 126+51.46 5.14 18.98

AB - 18 127+51.99 4.78 18.84

AB - 19 128+48.51 6.98 18.97

AB - 20 129+47.10 7.6 19.09

AB - 21 130+50.91 7.89 18.99

AB - 22 131+60.85 6.16 19.02

AB - 23 132+41.43 7.42 19.02

AB - 24 133+56.02 4.96 17.93

AB - 25 134+68.69 5.62 17.37

AB - 26 135+59.00 7.65 16.46

AB - 27 136+47.58 6.83 16.14

AB - 28 137+45.42 5.67 16.07

AB - 30 138+45.65 4.93 16.39

AB - 31 139+50.35 4.25 16.44

AB - 32 140+51.26 5.64 16.32

AB - 33 141+53.64 6.09 16.42

AB - 34 142+44.43 7.57 16.17

AB - 35 143+47.49 6.79 16.16

AB - 36 144+54.05 6.3 15.88

AB - 37 145+52.00 6.33 15.78

AB - 38 146+53.84 5.37 15.82

AB - 39 147+52.42 6.02 15.85

AB - 40 148+47.89 5.25 15.98

AB - 41 149+46.10 4.1 15.83

AB - 42 150+48.44 1.95 15.9

AB - 43 151+44.96 0.66 16.01

AB - 44 152+51.94 0.44 16.03

AB - 45 153+46.92 1.78 16.34

AB - 46 154+49.81 3.34 16.63

AB - 47 155+52.07 4.09 16.67

AB - 48 156+56.83 3.83 16.97

AB - 49 157+51.16 3.41 17.03

AB - 50 158+48.07 2.43 16.76

AB - 51 159+53.06 2.63 17.33

AB - 52 160+61.87 3.56 17.11

AB - 53 161+51.56 6.35 16.81

AB - 54 162+52.78 7.32 16.71

AB - 55 163+55.00 10.09 16.4

AB - 57 165+55.55 12.8 16.7

AB - 58 166+34.05 11.23 16.31

AB - 59 167+35.35 9.23 16.04

AB - 60 168+41.50 8.43 16.02

AB - 61 169+44.91 8.36 16.03

AB - 62 170+40.88 7.99 16.23

AB - 63 171+44.50 8.18 16.07

AB - 64 172+41.11 8.72 16.3

AB - 65 173+44.81 8.91 16.14

AB - 66 174+47.83 8.56 16.07

AB - 67 175+50.01 8.57 16.11

AB - 68 178+52.85 9.01 16.2

AB - 69 177+51.60 8.67 16.03

AB - 70 178+47.68 8.68 15.99

AB - 71 179+46.45 8.71 16.04

AB - 72 180+50.52 7.43 16.09

AB - 73 181+52.90 6.21 16.16

AB - 74 182+49.70 6.58 16.2

AB - 75 183+51.68 6.58 16.19

AB - 76 184+45.23 5.91 16.17

AB - 77 185+39.65 4.62 16.04

AB - 78 186+38.57 5.02 16.14

AB - 79 187+42.55 5.63 16.16

AB - 80 188+40.45 4.15 16.13

AB - 81 189+42.31 5.41 15.98

AB - 82 190+39.18 6.18 16.12

AB - 83 191+34.42 5.84 16.13

AB - 84 192+34.47 5.28 16.11

AB - 85 193+36.78 4.67 16.19

AB - 86 194+30.62 5.23 16.17

AB - 87 195+32.37 4.71 16.1

AB - 88 196+30.21 3.71 16.08

AB - 89 197+32.77 4.04 16.14

AB - 90 198+21.81 4.93 16.14

AB - 91 199+19.34 5.95 16.18

AB - 92 200+08.75 4.6 17.25

Notes:

Datum: NAVD 88 and State Plane Coordinate System, Florida West Zone NAD 83 (2011) Last Field Date: February 24, 2020

FIGURES

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AutoCAD SHX Text 36 Immokalee sand-Urban land

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AutoCAD SHX Text 64 Hallandale fine sand, wet-Urban

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APPROVED BY:

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FIGURE:

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DRAWN BY:

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CHECKED BY:

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DATE:

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KGS

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TEST BORING LOCATIONS

AutoCAD SHX Text Base Aerial From Google Earth Pro

AutoCAD SHX Text John Yarbrough Linear Park

AutoCAD SHX Text Ft. Myers, Lee County, Florida

AutoCAD SHX Text 20-4506

AutoCAD SHX Text 5/7/20

AutoCAD SHX Text Multi-Use Trail Extension

AutoCAD SHX Text Test Locations

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SCALE: 1"=100'

AutoCAD SHX Text Geotechnical, Environmental and

AutoCAD SHX Text Materials Consultants

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FILE NO.

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APPROVED BY:

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FIGURE:

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DRAWN BY:

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CHECKED BY:

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DATE:

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KGS

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TEST BORING LOCATIONS

AutoCAD SHX Text Base Aerial From Google Earth Pro

AutoCAD SHX Text John Yarbrough Linear Park

AutoCAD SHX Text Ft. Myers, Lee County, Florida

AutoCAD SHX Text 20-4506

AutoCAD SHX Text 5/7/20

AutoCAD SHX Text Multi-Use Trail Extension

AutoCAD SHX Text Test Locations

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SCALE: 1"=100'

AutoCAD SHX Text Geotechnical, Environmental and

AutoCAD SHX Text Materials Consultants

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FILE NO.

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APPROVED BY:

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FIGURE:

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DRAWN BY:

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CHECKED BY:

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DATE:

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KGS

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TEST BORING LOCATIONS

AutoCAD SHX Text Base Aerial From Google Earth Pro

AutoCAD SHX Text John Yarbrough Linear Park

AutoCAD SHX Text Ft. Myers, Lee County, Florida

AutoCAD SHX Text 20-4506

AutoCAD SHX Text 5/7/20

AutoCAD SHX Text Multi-Use Trail Extension

AutoCAD SHX Text Test Locations

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SCALE: 1"=100'

AutoCAD SHX Text Geotechnical, Environmental and

AutoCAD SHX Text Materials Consultants

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FILE NO.

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APPROVED BY:

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FIGURE:

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DRAWN BY:

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CHECKED BY:

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DATE:

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KGS

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AutoCAD SHX Text

TEST BORING LOCATIONS

AutoCAD SHX Text Base Aerial From Google Earth Pro

AutoCAD SHX Text John Yarbrough Linear Park

AutoCAD SHX Text Ft. Myers, Lee County, Florida

AutoCAD SHX Text 20-4506

AutoCAD SHX Text 5/7/20

AutoCAD SHX Text Multi-Use Trail Extension

AutoCAD SHX Text Test Locations

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SCALE: 1"=100'

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY

FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENTArdaman & Associates, Inc.

9970 Bavaria Road

Fort Myers, Fl. 33913

Certificate of Authorization: 5950

E.O.R.-Ivan F. Sokolic, P.E. NO. 64114

LEE

SOIL SURVEY SHEET

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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MATERIALS AND RESEARCH

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EMBANKMENT AND SUBGRADE MATERIAL

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1. SOIL BOUNDARIES ARE APPROXIMATE AND REPRESENT SOIL STRATA AT EACH BORING LOCATION ONLY. ANY SUBSOIL CONNECTING LINES SHOWN ARE FOR ESTIMATING EARTHWORK ONLY AND DO NOT INDICATE ACTUAL STRATUM LIMITS.

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STRATA BOUNDARIES ARE APPROXIMATE, MAKE FINAL CHECK AFTER GRADING

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ROAD NO.:

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STRATUM NO.

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NO. OF TESTS

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ORGANIC CONTENT

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% ORGANIC

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NO. OF TESTS

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MOISTURE CONTENT

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% MOISTURE

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NO. OF TESTS

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SIEVE ANALYSIS RESULTS PERCENTAGE PASSING

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10 MESH

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40 MESH

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60 MESH

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100 MESH

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200 MESH

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ATTERBERG LIMITS (%)

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NO. OF TESTS

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LIQUID LIMIT

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PLASTICITY INDEX

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SOIL CLASSIFICATION

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AASHTO GROUP

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DESCRIPTION

AutoCAD SHX Text RESISTIVITY ohms cm

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NO. OF TESTS

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CORROSION TEST RESULTS

AutoCAD SHX Text CHLORIDE ppm

AutoCAD SHX Text SULFATES ppm

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SURVEY MADE BY:

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SUBMITTED BY:

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CROSS SECTION OF SOIL SURVEY

AutoCAD SHX Text SUBSURFACE VARIATIONS BETWEEN BORINGS SHOULD BE ANTICIPATED AS INDICATED IN SECTION 2-4 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. FOR FURTHER DETAILS SEE SECTION 120-3.

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3. SOIL PARAMETER NOT TESTED DENOTED AS "--" ABOVE.

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DATE OF SURVEY:

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CONTRACT: RFQ#0025-19/KCA PROJECT NO. 1201934.00

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DISTRICT:

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COUNTY:

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SURVEY BEGINS APPROXIMATE STA. :

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SURVEY ENDS APPROXIMATE STA. :

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2. WATER TABLE SHOWN AS WHERE ENCOUNTERED AT TIME OF SURVEY. GNE DENOTES GROUNDWATER NOT ENCOUNTERED. ESTIMATED SEASONAL HIGH GROUNDWATER LEVELS SHOWN AS . ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL BELOW BOTTOM OF BORING SHOWN AS "*".

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4. STRATA NO. 1 AND 2 SHALL BE TREATED AS SELECT (S) MATERIAL IN ACCORDANCE WITH FDOT INDEX 120-001 AND STANDARD PLANS INDEX NO. 120-001 AND INDEX NO. 120-002.

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ARDAMAN & ASSOCIATES, INC.

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IVAN F. SOKOLIC, P.E.

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FEBRUARY AND MARCH 2020

AutoCAD SHX Text N/A

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ONE

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LEE

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5. STRATUM NO. 2 MAY RETAIN EXCESS MOISTURE AND MAY BE DIFFICULT TO DRY AND COMPACT.

AutoCAD SHX Text A-3

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AutoCAD SHX Text 0.2-1.4

AutoCAD SHX Text 3.1-23

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AutoCAD SHX Text 71-100

AutoCAD SHX Text 63-97

AutoCAD SHX Text 53-89

AutoCAD SHX Text 29-57

AutoCAD SHX Text 2-10

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LIGHT BROWN TO BROWN, LIGHT GRAY TO GRAY, AND ORANGE-BROWN SAND, TRACE GRAVEL

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PROJECT NAME: JOHN YARBROUGH LINEAR PARK MULTI-USE TRAIL EXTENSION

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6. LAYERS OF VERY HARD MATERIALS SUCH AS LIMESTONE/CAPROCK/LIMEROCK (STRATUM NO. 3) SOILS MAY BE ENCOUNTERED IN VARIOUS AREAS OF THE PROJECT. SUCH MATERIALS WILL BE DIFFICULT TO EXCAVATE OR PENETRATE. THE CONTRACTOR SHALL EXPECT

AutoCAD SHX Text THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.

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LIMESTONE/CAPROCK/LIMEROCK

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AutoCAD SHX Text TO ENCOUNTER THESE VERY HARD MATERIALS IN ALL EXCAVATIONS AND SHALL USE SPECIALIZED EQUIPMENT AND/ OR PROCEDURES AS NECESSARY TO FACILITATE PENETRATION.

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FIGURE 9

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY

FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENTArdaman & Associates, Inc.

9970 Bavaria Road

Fort Myers, Fl. 33913

Certificate of Authorization: 5950

E.O.R.-Ivan F. Sokolic, P.E. NO. 64114

LEE

REPORT OF AUGER BORINGS

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AutoCAD SHX Text

AutoCAD SHX Text

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DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

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DEPTH

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FEET

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AB-1

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 110+47

AutoCAD SHX Text 10L

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AutoCAD SHX Text

GNE

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AB-2

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 111+45

AutoCAD SHX Text 11L

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AB-3

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 112+49

AutoCAD SHX Text 12L

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AB-4

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 113+31

AutoCAD SHX Text 12L

AutoCAD SHX Text

AutoCAD SHX Text

AB-5

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 114+45

AutoCAD SHX Text 11L

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AB-6

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 115+43

AutoCAD SHX Text 11L

AutoCAD SHX Text

AB-7

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 116+40

AutoCAD SHX Text 11L

AutoCAD SHX Text

AB-8

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 117+44

AutoCAD SHX Text 12L

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NORTHING:

AutoCAD SHX Text 823059.8

AutoCAD SHX Text 823158.1

AutoCAD SHX Text 823261.7

AutoCAD SHX Text 823344.0

AutoCAD SHX Text 823457.6

AutoCAD SHX Text 823555.6

AutoCAD SHX Text 823653.2

AutoCAD SHX Text 823757.1

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EASTING:

AutoCAD SHX Text 703312.6

AutoCAD SHX Text 703310.1

AutoCAD SHX Text 703307.8

AutoCAD SHX Text 703306.8

AutoCAD SHX Text 703305.9

AutoCAD SHX Text 703304.5

AutoCAD SHX Text 703302.4

AutoCAD SHX Text 703300.8

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-9

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 118+51

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-10

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 119+59

AutoCAD SHX Text 8L

AutoCAD SHX Text

AutoCAD SHX Text

AB-11

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 120+54

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-12

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 121+45

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-13

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 122+44

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-14

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 123+42

AutoCAD SHX Text 7L

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AutoCAD SHX Text

AB-15

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 124+40

AutoCAD SHX Text 7L

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AutoCAD SHX Text

AB-16

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 125+37

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 823863.6

AutoCAD SHX Text 823971.7

AutoCAD SHX Text 824066.4

AutoCAD SHX Text 824158.2

AutoCAD SHX Text 824257.1

AutoCAD SHX Text 824355.2

AutoCAD SHX Text 824453.1

AutoCAD SHX Text 824559.3

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EASTING:

AutoCAD SHX Text 703304.0

AutoCAD SHX Text 703301.7

AutoCAD SHX Text 703300.5

AutoCAD SHX Text 703299.2

AutoCAD SHX Text 703297.9

AutoCAD SHX Text 703296.8

AutoCAD SHX Text 703295.5

AutoCAD SHX Text 703294.4

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AutoCAD SHX Text

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DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-17

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 126+51

AutoCAD SHX Text 5L

AutoCAD SHX Text

AutoCAD SHX Text

AB-18

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 127+52

AutoCAD SHX Text 5L

AutoCAD SHX Text

AutoCAD SHX Text

AB-19

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 128+49

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-20

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 129+47

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-21

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 130+51

AutoCAD SHX Text 8L

AutoCAD SHX Text

AutoCAD SHX Text

AB-22

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 131+61

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-23

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 132+41

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-24

AutoCAD SHX Text 02/27/20

AutoCAD SHX Text 133+56

AutoCAD SHX Text 5L

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 824664.1

AutoCAD SHX Text 824764.7

AutoCAD SHX Text 824861.1

AutoCAD SHX Text 824959.7

AutoCAD SHX Text 825063.5

AutoCAD SHX Text 825173.5

AutoCAD SHX Text 825254.0

AutoCAD SHX Text 825368.6

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EASTING:

AutoCAD SHX Text 703293.9

AutoCAD SHX Text 703292.8

AutoCAD SHX Text 703289.1

AutoCAD SHX Text 703287.1

AutoCAD SHX Text 703285.2

AutoCAD SHX Text 703285.3

AutoCAD SHX Text 703282.9

AutoCAD SHX Text 703283.7

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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GNE

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FIGURE 10

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AASHTO GROUP

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GENERAL DESCRIPTION

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STRATUM NO.

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LIGHT BROWN TO BROWN, LIGHT GRAY TO GRAY, AND ORANGE-BROWN SAND, TRACE GRAVEL

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ESTIMATED NORMAL SEASONAL HIGH GROUNDWATER TABLE (FEET)

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GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED

AutoCAD SHX Text

GNE

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LEGEND

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GROUNDWATER LEVEL MEASURED ON DATE DRILLED (FEET)

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LIMESTONE/CAPROCK/LIMEROCK

AutoCAD SHX Text A-3

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ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL BELOW BOTTOM OF BORING

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY

FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENTArdaman & Associates, Inc.

9970 Bavaria Road

Fort Myers, Fl. 33913

Certificate of Authorization: 5950

E.O.R.-Ivan F. Sokolic, P.E. NO. 64114

LEE

REPORT OF AUGER BORINGS

AutoCAD SHX Text

AutoCAD SHX Text

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DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

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DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-25

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 134+68

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-26

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 135+59

AutoCAD SHX Text 8L

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AutoCAD SHX Text

AB-27

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 136+48

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-28

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 137+45

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-30

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 138+46

AutoCAD SHX Text 5L

AutoCAD SHX Text

AutoCAD SHX Text

AB-31

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 139+50

AutoCAD SHX Text 4L

AutoCAD SHX Text

AutoCAD SHX Text

AB-32

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 140+51

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-33

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 141+54

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 825481.3

AutoCAD SHX Text 825571.5

AutoCAD SHX Text 825660.1

AutoCAD SHX Text 825758.0

AutoCAD SHX Text 825858.2

AutoCAD SHX Text 825962.9

AutoCAD SHX Text 826063.8

AutoCAD SHX Text 826166.1

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EASTING:

AutoCAD SHX Text 703281.3

AutoCAD SHX Text 703278.0

AutoCAD SHX Text 703277.6

AutoCAD SHX Text 703277.3

AutoCAD SHX Text 703276.6

AutoCAD SHX Text 703275.8

AutoCAD SHX Text 703272.9

AutoCAD SHX Text 703271.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-34

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 142+44

AutoCAD SHX Text 8L

AutoCAD SHX Text

AutoCAD SHX Text

AB-35

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 143+48

AutoCAD SHX Text 7L

AutoCAD SHX Text

AutoCAD SHX Text

AB-36

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 144+54

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-37

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 145+52

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-38

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 146+54

AutoCAD SHX Text 5L

AutoCAD SHX Text

AutoCAD SHX Text

AB-39

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 147+52

AutoCAD SHX Text 6L

AutoCAD SHX Text

AutoCAD SHX Text

AB-40

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 148+48

AutoCAD SHX Text 5L

AutoCAD SHX Text

AutoCAD SHX Text

AB-41

AutoCAD SHX Text 02/28/20

AutoCAD SHX Text 149+46

AutoCAD SHX Text 4L

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 826256.9

AutoCAD SHX Text 826360.0

AutoCAD SHX Text 826466.5

AutoCAD SHX Text 826564.5

AutoCAD SHX Text 826666.3

AutoCAD SHX Text 826764.9

AutoCAD SHX Text 826860.3

AutoCAD SHX Text 826958.5

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EASTING:

AutoCAD SHX Text 703268.2

AutoCAD SHX Text 703267.5

AutoCAD SHX Text 703266.5

AutoCAD SHX Text 703265.0

AutoCAD SHX Text 703264.5

AutoCAD SHX Text 703262.4

AutoCAD SHX Text 703261.8

AutoCAD SHX Text 703261.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-42

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 150+48

AutoCAD SHX Text 2L

AutoCAD SHX Text

AutoCAD SHX Text

AB-43

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 151+45

AutoCAD SHX Text 1L

AutoCAD SHX Text

AutoCAD SHX Text

AB-44

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 152+52

AutoCAD SHX Text 1R

AutoCAD SHX Text

AutoCAD SHX Text

AB-45

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 153+47

AutoCAD SHX Text 2R

AutoCAD SHX Text

AutoCAD SHX Text

AB-46

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 154+50

AutoCAD SHX Text 3R

AutoCAD SHX Text

AB-47

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 155+52

AutoCAD SHX Text 4R

AutoCAD SHX Text

AB-48

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 156+57

AutoCAD SHX Text 4R

AutoCAD SHX Text

AB-49

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 157+51

AutoCAD SHX Text 3R

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 827060.9

AutoCAD SHX Text 827157.4

AutoCAD SHX Text 827264.4

AutoCAD SHX Text 827359.4

AutoCAD SHX Text 827462.3

AutoCAD SHX Text 827564.6

AutoCAD SHX Text 827669.3

AutoCAD SHX Text 827763.6

AutoCAD SHX Text

EASTING:

AutoCAD SHX Text 703262.2

AutoCAD SHX Text 703262.1

AutoCAD SHX Text 703261.7

AutoCAD SHX Text 703261.7

AutoCAD SHX Text 703261.7

AutoCAD SHX Text 703261.0

AutoCAD SHX Text 703259.2

AutoCAD SHX Text 703257.5

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

ESTIMATED NORMAL SEASONAL HIGH GROUNDWATER TABLE (FEET)

AutoCAD SHX Text

GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED

AutoCAD SHX Text

GNE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

GROUNDWATER LEVEL MEASURED ON DATE DRILLED (FEET)

AutoCAD SHX Text

FIGURE 11

AutoCAD SHX Text

ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL BELOW BOTTOM OF BORING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AASHTO GROUP

AutoCAD SHX Text

GENERAL DESCRIPTION

AutoCAD SHX Text

STRATUM NO.

AutoCAD SHX Text

LIGHT BROWN TO BROWN, LIGHT GRAY TO GRAY, AND ORANGE-BROWN SAND, TRACE GRAVEL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LIMESTONE/CAPROCK/LIMEROCK

A-3

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY

FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENTArdaman & Associates, Inc.

9970 Bavaria Road

Fort Myers, Fl. 33913

Certificate of Authorization: 5950

E.O.R.-Ivan F. Sokolic, P.E. NO. 64114

LEE

REPORT OF AUGER BORINGS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

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DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-50

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 158+48

AutoCAD SHX Text 3R

AutoCAD SHX Text

AutoCAD SHX Text

AB-51

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 159+53

AutoCAD SHX Text 3R

AutoCAD SHX Text

AutoCAD SHX Text

AB-52

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 160+62

AutoCAD SHX Text 4R

AutoCAD SHX Text

AutoCAD SHX Text

AB-53

AutoCAD SHX Text 03/04/20

AutoCAD SHX Text 161+52

AutoCAD SHX Text 6R

AutoCAD SHX Text

AutoCAD SHX Text

AB-54

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 162+53

AutoCAD SHX Text 7R

AutoCAD SHX Text

AutoCAD SHX Text

AB-55

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 163+55

AutoCAD SHX Text 10R

AutoCAD SHX Text

AutoCAD SHX Text

AB-56

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AB-57

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 165+56

AutoCAD SHX Text 13R

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 827860.5

AutoCAD SHX Text 827965.5

AutoCAD SHX Text 828074.3

AutoCAD SHX Text 828164.0

AutoCAD SHX Text 828265.3

AutoCAD SHX Text 828367.5

AutoCAD SHX Text

AutoCAD SHX Text 828568.1

AutoCAD SHX Text

EASTING:

AutoCAD SHX Text 703255.1

AutoCAD SHX Text 703253.8

AutoCAD SHX Text 703253.1

AutoCAD SHX Text 703254.6

AutoCAD SHX Text 703254.1

AutoCAD SHX Text 703255.4

AutoCAD SHX Text

AutoCAD SHX Text 703255.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

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DEPTH

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FEET

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AB-58

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 166+34

AutoCAD SHX Text 11R

AutoCAD SHX Text

AutoCAD SHX Text

AB-59

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 167+35

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-60

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 168+42

AutoCAD SHX Text 8R

AutoCAD SHX Text

AutoCAD SHX Text

AB-61

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 169+45

AutoCAD SHX Text 8R

AutoCAD SHX Text

AutoCAD SHX Text

AB-62

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 170+41

AutoCAD SHX Text 8R

AutoCAD SHX Text

AutoCAD SHX Text

AB-63

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 171+45

AutoCAD SHX Text 8R

AutoCAD SHX Text

AutoCAD SHX Text

AB-64

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 172+41

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AB-65

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 173+45

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 828646.5

AutoCAD SHX Text 828747.8

AutoCAD SHX Text 828853.9

AutoCAD SHX Text 828957.3

AutoCAD SHX Text 829053.3

AutoCAD SHX Text 829156.9

AutoCAD SHX Text 829253.5

AutoCAD SHX Text 829357.2

AutoCAD SHX Text

EASTING:

AutoCAD SHX Text 703252.4

AutoCAD SHX Text 703248.9

AutoCAD SHX Text 703246.6

AutoCAD SHX Text 703245.0

AutoCAD SHX Text 703243.2

AutoCAD SHX Text 703241.9

AutoCAD SHX Text 703241.0

AutoCAD SHX Text 703239.7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-66

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 174+48

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-67

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 175+50

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-68

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 178+53

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-69

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 177+52

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-70

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 178+48

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-71

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 179+46

AutoCAD SHX Text 9R

AutoCAD SHX Text

AutoCAD SHX Text

AB-72

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 180+51

AutoCAD SHX Text 7R

AutoCAD SHX Text

AutoCAD SHX Text

AB-73

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 181+53

AutoCAD SHX Text 6R

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 829460.2

AutoCAD SHX Text 829562.4

AutoCAD SHX Text 829665.2

AutoCAD SHX Text 829763.9

AutoCAD SHX Text 829860.0

AutoCAD SHX Text 829958.8

AutoCAD SHX Text 830062.8

AutoCAD SHX Text 830165.2

AutoCAD SHX Text

EASTING:

AutoCAD SHX Text 703237.8

AutoCAD SHX Text 703236.3

AutoCAD SHX Text 703235.3

AutoCAD SHX Text 703233.5

AutoCAD SHX Text 703232.1

AutoCAD SHX Text 703230.7

AutoCAD SHX Text 703227.9

AutoCAD SHX Text 703225.2

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

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AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

ESTIMATED NORMAL SEASONAL HIGH GROUNDWATER TABLE (FEET)

AutoCAD SHX Text

GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED

AutoCAD SHX Text

GNE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

GROUNDWATER LEVEL MEASURED ON DATE DRILLED (FEET)

AutoCAD SHX Text

FIGURE 12

AutoCAD SHX Text

ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL BELOW BOTTOM OF BORING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AASHTO GROUP

AutoCAD SHX Text

GENERAL DESCRIPTION

AutoCAD SHX Text

STRATUM NO.

AutoCAD SHX Text

LIGHT BROWN TO BROWN, LIGHT GRAY TO GRAY, AND ORANGE-BROWN SAND, TRACE GRAVEL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LIMESTONE/CAPROCK/LIMEROCK

SHEET TITLE:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY

FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENTArdaman & Associates, Inc.

9970 Bavaria Road

Fort Myers, Fl. 33913

Certificate of Authorization: 5950

E.O.R.-Ivan F. Sokolic, P.E. NO. 64114

LEE

REPORT OF AUGER BORINGS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

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DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-74

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 182+50

AutoCAD SHX Text 7R

AutoCAD SHX Text

AutoCAD SHX Text

AB-75

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 183+52

AutoCAD SHX Text 7R

AutoCAD SHX Text

AutoCAD SHX Text

AB-76

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 184+45

AutoCAD SHX Text 6R

AutoCAD SHX Text

AutoCAD SHX Text

GNE

AutoCAD SHX Text

AB-77

AutoCAD SHX Text 03/05/20

AutoCAD SHX Text 185+40

AutoCAD SHX Text 5R

AutoCAD SHX Text

AutoCAD SHX Text

AB-78

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 186+39

AutoCAD SHX Text 5R

AutoCAD SHX Text

AutoCAD SHX Text

AB-79

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 187+43

AutoCAD SHX Text 6R

AutoCAD SHX Text

AutoCAD SHX Text

AB-80

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 188+40

AutoCAD SHX Text 4R

AutoCAD SHX Text

AutoCAD SHX Text

AB-81

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 189+42

AutoCAD SHX Text 5R

AutoCAD SHX Text

AutoCAD SHX Text

NORTHING:

AutoCAD SHX Text 830261.9

AutoCAD SHX Text 830363.9

AutoCAD SHX Text 830457.5

AutoCAD SHX Text 830551.8

AutoCAD SHX Text 830650.8

AutoCAD SHX Text 830754.7

AutoCAD SHX Text 830852.6

AutoCAD SHX Text 830954.5

AutoCAD SHX Text

EASTING:

AutoCAD SHX Text 703224.1

AutoCAD SHX Text 703222.6

AutoCAD SHX Text 703220.6

AutoCAD SHX Text 703217.9

AutoCAD SHX Text 703216.9

AutoCAD SHX Text 703215.9

AutoCAD SHX Text 703212.7

AutoCAD SHX Text 703212.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DATE:

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STATION:

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OFFSET:

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BORING:

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DEPTH

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FEET

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

AB-82

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 190+39

AutoCAD SHX Text 6R

AutoCAD SHX Text

AutoCAD SHX Text

AB-83

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 191+34

AutoCAD SHX Text 6R

AutoCAD SHX Text

AutoCAD SHX Text

AB-84

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 192+35

AutoCAD SHX Text 5R

AutoCAD SHX Text

AutoCAD SHX Text

AB-85

AutoCAD SHX Text 03/11/20

AutoCAD SHX Text 193+37

AutoCAD SHX Text 5R

AutoCAD SHX Text

AutoC…

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