CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN

CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN

FOR ALDOT PROJECT NUMBER

project number project location/description

county stormwater permit sequence number

RESPONSIBLE OFFICIAL:

responsible official ALDOT Region Engineer for Don T. Arkle, P.E., ALDOT Chief Engineer

CBMPP COMPILER:

CBMPP compiler company, title

DESIGN QUALIFIED CREDENTIALED PROFESSIONAL:

CBMPP certifier company, title

OPERATIONAL QUALIFIED CREDENTIALED PROFESSIONAL:

operational QCP ALDOT Stormwater Coordinator

BR-0003(607)BRIDGE WIDENING BIN # 006916

ON SR-3 (US-31) AT I-65 IN CLANTON (EXIT 205) RESURFACING,BRIDGE WIDENING, GRADE, BASE, PAVE AND BRIDGE RAIL RETROFIT

CHILTON COUNTYP.S. 1902

Kevin Adcox, PEALDOT Tuscaloosa Area Stormwater Coordinator

ALDOT CBMPP Version December 2016

INDEX

CBMPP Explanation CBMPP Certifications ALDOT Contact Information

CBMPP DESIGN COMPONENT

I. Project Information

a. ADEM NPDES Notice of Intent

b. Project Plan Checklist

c. Soil Properties

d. Hydraulics/Hydrology

II. Environmental Concerns and Commitments

a. Environmental Concerns

b. Environmental Commitments

III. Environmental Best Management Practices

a. Project Specific Best Management Practices

i. ALDOT Project Specific Special Provisions

ii. ALDOT Special Project Details

b. Standard Best Management Practices

i. 2012 ALDOT Standard Specifications and General Application Special Provisions

ii. 2017 ALDOT Special Drawings

iii. ALDOT Construction Manual – Section 2.5 Construction Stormwater

iv. ALDOT Approved Treatment Chemicals

CBMPP OPERATIONAL COMPONENT

IV. Contractor Submitted Components

V. Inspections and CBMPP Review Log

VI. Rainfall Journal and Rain Gauge Log

VII. Regulatory Documentation and Actions Log

VIII. CBMPP Modifications Log

2018

2018

ALDOT CBMPP Version February 2018


CBMPP Explanation This ALDOT Construction Best Management Practices Plan (CBMPP) is intended to satisfy the requirements of the Alabama Department of Environmental Management (ADEM) Administrative Code and the National Pollutant Discharge Elimination System (NPDES) Construction General Permit. This CBMPP is also a means to gather and communicate environmental concerns, commitments, and contract requirements to ALDOT design and construction personnel as well as Contractors. This document, all referenced or attached documents, and those posted on the Electronic CBMPP webpage together constitute the CBMPP for this project. This CBMPP is provided to ALDOT Contractors prior to project letting. The CBMPP is comprised of two main components; a Design Component and an Operational Component. The Design Component is created and updated during the planning and design phase by ALDOT and/or consultant design personnel. The Design Qualified Credentialed Professional (QCP) certifies the Design Component of the CBMPP as having addressed all known environmental concerns, and that these concerns have been addressed in the project design. The Operational Component is created and updated during the construction phase by ALDOT project personnel and contractor personnel. The Operational Qualified Credentialed Professional (QCP) certifies that the Design Component will be adhered to as closely as possible, and that the Operational Component will be created, updated, and adhered to during construction of the project. This CBMPP is to be maintained at the Project Office during active construction on the project and retained with the project records after project completion. The CBMPP is to be made available to all project staff including all Contractors, ALDOT staff, and Regulators.



ALDOT Contact Information RESPONSIBLE OFFICIAL: responsible official ALDOT Region Engineer for Don T. Arkle, P.E., ALDOT Chief Engineer street address city, state zip business phone Phone business fax Fax email DESIGN QUALIFIED CREDENTIALED PROFESSIONAL: CBMPP certifier company, title street address city, state zip business phone Phone business fax Fax email OPERATIONAL QUALIFIED CREDENTIALED PROFESSIONAL: operational QCP ALDOT Stormwater Coordinator street address city, state zip business phone Phone business fax Fax email

Kevin Adcox, PEALDOT Tuscaloosa Area Stormwater Coordinator2715 Skyland Blvd. EastTuscaloosa, AL 35405

205-554-3292205-556-0990

email [email protected]



I.a. ADEM NPDES Notice of Intent


Begin ProjectBR-0003(607)STA 513+50

End ProjectBR-0003(607)STA 543+50

1.0

1.1

1.A 1.B

1.C

1.D

1.E2.0

SCALE 1:45130 1000 2000

Feet

Declination

MN 3.60° WGN 0.23° E

MNGN

Alabama Department of TransportationStorm Water Project Data Form

Permit Number:

Project Number: BR-0003(607) PS1902 Charge Number:

Beginning / Ending Project Latitude and Longitude:

Priority Construction Site? Yes No X

Total Site Area in Acres - from ROW to ROW, from begin project to end project: 30.00

Site No. Receiving Stream Waterbody Class ONRWTIER 1OAW Dist Acres Drain AcresOutfallUT Chestnut Creek FW NN 2.20 11.341.0 N N/AUT Chestnut Creek FW NN 0 01.1 N N/AUT Chestnut Creek FW NN 0 01.A N NOUT Chestnut Creek FW NN 0 01.B N NOUT Chestnut Creek FW NN 0 01.C N NOUT Chestnut Creek FW NN 0 01.D N NOUT Chestnut Creek FW NN 0 01.E N NOUT Chestnut Creek FW NN 0.22 1.342.0 N N/A

County MP or Station/Offset Latitude Longitude Receiving StreamSite No.CHILTON 515+60 (75ft. L) 32° 48' 05" 86° 34' 41" UT Chestnut Creek1.0

CHILTON 529+00 (800ft. R) 32° 48' 11" 86° 34' 45" UT Chestnut Creek1.1

CHILTON 516+20 (80ft. R) 32° 48' 06" 86° 34' 41" UT Chestnut Creek1.A

CHILTON 515+00 (80ft. R) 32° 48' 06" 86° 34' 40" UT Chestnut Creek1.B

CHILTON 515+00 (50ft. L) 32° 48' 05" 86° 34' 40" UT Chestnut Creek1.C

CHILTON 516+20 (50ft. L) 32° 48' 05" 86° 34' 42" UT Chestnut Creek1.D

CHILTON 520+10 (390ft. R) 32° 48' 10" 86° 34' 45" UT Chestnut Creek1.E

CHILTON 528+30 (405ft. R) 32° 48' 10" 86° 34' 54" UT Chestnut Creek2.0

Receiving Waters Additional Information

Discharge Points and Receiving Waters

Map Name

USGS Maps

Clanton East

32° 48' 04" 86° 34' 37" 32° 48' 08" 86° 34' 58"

CHILTONCounty(s):

1902

Division: 05

4321 BRS 100065814

Group Number: 0

Contact Person: David Kemp

Letting Date: CN End Date: 08/30/201901/01/2017

Type of Work: (BRW) BRIDGE WIDENING

Description: BRIDGE WIDENING BIN# 006916 ON SR-3 (US-31) AT I-65 IN CLANTON (EXIT 205)

May 07, 2019 - 10:38:43 Page 1 of 1


I.b. Project Plan Checklist Detailed project information relevant to environmental design, protection, and compliance is located in the plan set. Information contained in the plan sheets satisfies the requirements of the ADEM Administrative Code and the NPDES Construction General Permit. Please reference the following applicable plan sheets. Their location within the plan set can be found on sheet 1A, the Index to Sheets.

Yes

No

Plan Sheet Name

Plan and Profile Sheets

Utility Sheets

Sequence of Construction

Erosion & Sediment Control Plans

Erosion & Sediment Control Schematics

Hydraulic Data Sheet

Drainage Sections

Soil Boring Logs

Cross Sections



I.c. Soil Properties


United StatesDepartment ofAgriculture

A product of the NationalCooperative Soil Survey,a joint effort of the UnitedStates Department ofAgriculture and otherFederal agencies, Stateagencies including theAgricultural ExperimentStations, and localparticipants

Custom Soil Resource Report for

Chilton County, Alabama

NaturalResourcesConservationService

June 19, 2018

PrefaceSoil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment.

Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations.

Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?cid=nrcs142p2_053951).

Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations.

The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey.

Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information.

The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require

2

http://www.nrcs.usda.gov/wps/portal/nrcs/main/soils/health/

http://www.nrcs.usda.gov/wps/portal/nrcs/main/soils/health/

https://offices.sc.egov.usda.gov/locator/app?agency=nrcs

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?cid=nrcs142p2_053951

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?cid=nrcs142p2_053951

alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.

3

ContentsPreface.................................................................................................................... 2Soil Map.................................................................................................................. 5

Soil Map................................................................................................................6Legend..................................................................................................................7Map Unit Legend.................................................................................................. 8

References..............................................................................................................9

4

Soil MapThe soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit.

5

6

Custom Soil Resource ReportSoil Map

3629

130

3629

220

3629

310

3629

400

3629

490

3629

580

3629

670

3629

760

3629

850

3629

130

3629

220

3629

310

3629

400

3629

490

3629

580

3629

670

3629

760

3629

850

539020 539110 539200 539290 539380 539470 539560

539020 539110 539200 539290 539380 539470 539560

32° 48' 22'' N86

° 3

5' 0

'' W32° 48' 22'' N

86° 3

4' 3

7'' W

32° 47' 57'' N

86° 3

5' 0

'' W

32° 47' 57'' N

86° 3

4' 3

7'' W

N

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS840 150 300 600 900

Feet0 50 100 200 300

MetersMap Scale: 1:3,750 if printed on A portrait (8.5" x 11") sheet.

Soil Map may not be valid at this scale.

MAP LEGEND MAP INFORMATION

Area of Interest (AOI)Area of Interest (AOI)

SoilsSoil Map Unit Polygons

Soil Map Unit Lines

Soil Map Unit Points

Special Point FeaturesBlowout

Borrow Pit

Clay Spot

Closed Depression

Gravel Pit

Gravelly Spot

Landfill

Lava Flow

Marsh or swamp

Mine or Quarry

Miscellaneous Water

Perennial Water

Rock Outcrop

Saline Spot

Sandy Spot

Severely Eroded Spot

Sinkhole

Slide or Slip

Sodic Spot

Spoil Area

Stony Spot

Very Stony Spot

Wet Spot

Other

Special Line Features

Water FeaturesStreams and Canals

TransportationRails

Interstate Highways

US Routes

Major Roads

Local Roads

BackgroundAerial Photography

The soil surveys that comprise your AOI were mapped at 1:20,000.

Warning: Soil Map may not be valid at this scale.

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.

Please rely on the bar scale on each map sheet for map measurements.

Source of Map: Natural Resources Conservation ServiceWeb Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857)

Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.

Soil Survey Area: Chilton County, AlabamaSurvey Area Data: Version 9, Sep 21, 2017

Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Jan 29, 2015—Oct 29, 2017

The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.

Custom Soil Resource Report

7

Map Unit Legend

Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI

LvC2 Luverne fine sandy loam, 6 to 10 percent slopes, eroded

0.7 2.4%

MYA Myatt-Bibb association, level 13.5 46.7%

OrB2 Ora sandy loam, 2 to 6 percent slopes, eroded

14.7 50.9%

Totals for Area of Interest 28.8 100.0%


8

ReferencesAmerican Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00.

Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31.

Federal Register. July 13, 1994. Changes in hydric soils of the United States.

Federal Register. September 18, 2002. Hydric soils of the United States.

Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States.

National Research Council. 1995. Wetlands: Characteristics and boundaries.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_054262

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577

Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580

Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section.

United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1.

United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/home/?cid=nrcs142p2_053374

United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/landuse/rangepasture/?cid=stelprdb1043084

9

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_054262






http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/home/?cid=nrcs142p2_053374

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/home/?cid=nrcs142p2_053374

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/landuse/rangepasture/?cid=stelprdb1043084

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/landuse/rangepasture/?cid=stelprdb1043084

United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/scientists/?cid=nrcs142p2_054242

United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053624

United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf


10

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/scientists/?cid=nrcs142p2_054242

http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/scientists/?cid=nrcs142p2_054242



http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf

http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf


I.d. Hydraulics/Hydrology Pre/Post Development Flow Statement (select all applicable statements):

There will be no significant difference in pre- and post- development peak flows.

There will be no significant difference in pre- and post- development hydraulic velocities.

There will be no significant difference in pre- and post- development runoff volume.

Hydraulic Analysis (select one):

A hydraulic analysis was conducted for this project using ____________________ . Calculations are available upon request.

Hydraulic calculations were not performed due to ____________________ .

Anticipated Rainfall Conditions

The following information was obtained from (select all that apply):

NOAA’s National Weather Service Hydrometeorological Design Studies Center Precipitation Frequency Data Server (NOAA Atlas 14)

USDA’s National Resources Conservation Service eFOTG Alabama Supplements to the National Engineering Field Handbook – Chapter 2

Other

Minimum Design Storm for Temporary BMPs = 2-year frequency, 24-hour duration = inches

Other 2-year Frequency Events (inches) 30 min 1 hr 2 hr 3 hr 6 hr 12 hr 2 day 4 day 7 day 10 day

Average Monthly Precipitation (inches)

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Other Hydraulics/Hydrology Notes

Not Applicable

No Major Changes were done to effect any of the Drainage Structures

4.4

1.5 1.93 2.35 2.6 3.13 3.69 5.13 6 7 7.75

5.49 6.46 5.28 3.93 3.9 5.02 3.91 4.08 2.88 4.14 5.39



II.a. Environmental Concerns Environmental Review

The location of this project has not been reviewed in accordance with FHWA’s required NEPA procedures. explanation

The location of this project has been reviewed in accordance with FHWA’s required NEPA procedures. (select one of the following): Categorical Exclusion Programmatic Exclusion

Finding of No Significant Impact Environmental Impact Statement

The area reviewed for environmental concerns includes the limits of all work areas anticipated to be impacted by the project.

Environmental Concerns Found (select all that apply):

Priority Construction Site (select one of the following Discharge conditions): 303(d) Listed – Impaired by Turbidity, Siltation, or Sedimentation TMDL Finalized/Approved – Impaired by Turbidity, Siltation, or Sedimentation Outstanding Alabama Water Use Classification Outstanding Natural Resource Water Use Classification Treasured Alabama Lake Use Classification Other

Jurisdictional/Navigable Waters of the State including Wetlands

Groundwater Well

Threatened/Endangered Species and/or Habitat

Historical/Archaeological Site

Hazardous Materials Location (Paint, Asbestos, Underground Storage Tank, other)

Proximity to Existing Municipal or Public Water Intake (½ Mile Upstream or ¼ Mile Downstream)

Potential Pollutants (select all that apply):

This project will expose erodible material and thus create a potential source of sediment.

Fuels, oils, and other chemicals associated with motorized equipment and vehicles may be present.

Construction and worker debris may be present.

See Section III. of this document for additional information regarding pollution prevention requirements.

Other Environmental Concerns or Design Considerations

Not Applicable



II.b. Environmental Commitments

Permits, Agreements, Clearances, Easements (note applicability for each)

Yes

No

Commitment Type Identification No.

Applied Received Expires

(Date) (Date) (Date) NPDES MS4 Permit USACOE 404 Individual Permit1 USACOE 404 Nationwide Permit1

Corps Notification - Required Not Required EPA FEMA TVA U. S. Coast Guard U. S. Fish & Wildlife / Endangered Species Historical/Archaeological Clearance Hazardous Materials Clearance FERC Approval

Note1: This project is covered under a USACOE 404 permit, and thus, it is exempt from the Construction General Permit’s requirement to provide and maintain a 25-foot undisturbed natural buffer. However, the project will utilize BMPs to treat stormwater discharges from earth disturbances within 25 feet of the surface water to the maximum extent practicable.

Soil Exposure

This project has 0 acres of ADEM NPDES permitted disturbance.

The project maximum area of exposed erodible material at one time is limited to 17 acres, or the permitted disturbance acreage, whichever is less. Turbidity Monitoring and Construction Stormwater Sampling Not Required

Required for ALL drainage areas at the associated Primary Stormwater Discharge and Background Points

Required for SELECT drainage areas at the associated Primary Stormwater Discharge and Background Points Selected sites: list sites

Other Environmental Commitments, Obligations, or Expectations

Not Applicable

Documentation follows addressing all Environmental Commitments noted below. ADEM NPDES Construction General Permit NOI and Receipt Letter are located in Section I. of this document.

3



INSERT FINAL DOCUMENTATION

OF ALL ENVIRONMENTAL

COMMITMENTS

8.5” x 11” Preferred 11” x 17” Maximum

THIS PAGE TO BE REMOVED/REPLACED



III.a. Project Specific Best Management Practices

Not Applicable

The scope of work for this project BR-0003(607) involves widening a bridge on U.S. 31 (SR-3) flyover bridge over I-65 at Exit205. The lane addition will allow the use of left turn lanes onto the I-65 Ramps. The disturbed area (3 acres) will be exposedduring the widening of the U.S. 31 Bridge.

The Installation of erosion and sediment control items will prevent sediment from leaving the ALDOT Right-of-Way. Allstabilized construction entrances and haul roads will be plated with geotextile fabric and covered with Item 665N-000(Temporary Coarse Aggregate, ALDOT NUMBER 1). This application will prevent exposure of erodible material, filter runoff,and limit tracking material onto the road surface. Silt Fence will be installed to prevent sediment from entering the streamthat passes through the project. Silt Fence will also be installed around all stockpiles of topsoil or borrow to be placed in fillsections, and around headwalls of pipes and culverts to prevent sediment transport. Inlet protection will be used to limitsediment from entering the drop inlets in the median of I-65.

The following plan sheets are relevant to environmental protection:

Plan Sheet No. Description

Sheet 2K See Project Note 900 and 906Sheet 3-3A See pay items specific to erosion and sediment controlSheet 78-87 Erosion and Sediment Control Plan Sheets

Silt Fence and Wattles will be installed prior to any soil disturbance. Crushed Aggregate will also be available formiscellaneous use. The quantities and placement of the erosion control items are listed on plan sheets 3 and 3A. TheDischarge Points and the Erosion Control installation Sketch are shown on Erosion and Sediment Control Plan Sheets. Theitems not illustrated by sketch or plans are to be placed by the direction of the Engineer.

The "Alabama Special and Standard Highway Drawings" will be used for details of proper installation for erosion controlitems prior to soil disturbance. All BMPs shall be implemented and maintained in accordance with the "Alabama Handbookfor Erosion Control, Sediment Control and Stormwater Management on Construction Sites and Urban Areas."


WATTLE DITCH CHECK

WITH SUMP EXCAVATION

ROCK DITCH CHECK

DITCH CHECK AND SUMP EXCAVATION

TEMPORARY SLOPE DRAIN PIPE WITH ROCK

FLOATING BASIN BOOM

INLET PROTECTION

EROSION CONTROL PRODUCTS

WITH POLYETHYLENE

TEMPORARY EARTH BERM

SILT FENCE DITCH CHECK TEMPORARY RIPRAP BERM

TEMPORARY SEDIMENTATION BASIN

PERMANENT DETENTION BASIN

BRUSH BARRIER

DITCH CHECK AND SUMP EXCAVATION

TEMPORARY SLOPE DRAIN PIPE WITH ROCK INLET PROTECTION

EROSION CONTROL PRODUCTS

WITH POLYETHYLENE

TEMPORARY EARTH BERM

TEMPORARY RIPRAP BERM

TEMPORARY SEDIMENTATION BASIN

PERMANENT DETENTION BASIN

STABILIZED CONSTRUCTION ENTRANCE SCE

HAY BALE DITCH CHECK

SAND BAG DITCH CHECK

SILT DIKE DITCH CHECK

ROCK DITCH CHECK

SLOPE DRAIN

SOLID SODDING

STABILIZED CONSTRUCTION ENTRANCE SCETEMPORARY EARTH BERM

SILT FENCE SEDIMENT BARRIER SLOPE DRAIN

SOLID SODDING

3A

PDB

3

TSB

3A

PDB

3

TSB

SHEET TITLE ROUTE

PROJECT NO

REFERENCE

CONTROL LEGEND

EROSION & SEDIMENT

BEST MANAGEMENT PRACTICES (BMP's)

EROSION & SEDIMENT CONTROL

LEGEND

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

ALABAMA DEPARTMENTOF TRANSPORTATION

SPECIAL DRAWING NO INDEX NO

REVISIONS

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

--SPECIFICATIONS--

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEAR

SPECIAL PROJECT DETAIL10-14-16W.D.H.

L.V.S.

BR-003(607) 2019 78

SR-3

EROSION & SEDIMENT CONTROL LEGEND

25.A

25.1

25.0

25.A

25.1

25.0

DREDGE, FILLDREDGE, FILL

BACKGROUND POINT

DISCHARGE POINT

SECONDARY STORMWATER

EROSION AND SEDIMENT CONTROL PHASES

VEGETATION IS ESTABLISHED.

FINAL CONSTRUCTION - AS WORK IS COMPLETED AND PERMANENT

ADVANCING TOWARD COMPLETION.

INTERMEDIATE PHASE - AS NEEDED. AS WORK IS ONGOING AND

GRUBBING OR GRADING WORK.

INITIAL PHASE - AS CLEARING BEGINS AND PRIOR TO ANY

SEDIMENT RETENTION BARRIER

BACKGROUND POINT

DISCHARGE POINT

SECONDARY STORMWATER

DISCHARGE POINT

PRIMARY STORMWATER

EROSION AND SEDIMENT CONTROL PHASES

VEGETATION IS ESTABLISHED.

FINAL CONSTRUCTION - AS WORK IS COMPLETED AND PERMANENT

ADVANCING TOWARD COMPLETION.

INTERMEDIATE PHASE - AS NEEDED. AS WORK IS ONGOING AND

GRUBBING OR GRADING WORK.

INITIAL PHASE - AS CLEARING BEGINS AND PRIOR TO ANY

SEDIMENT RETENTION BARRIER

ROUTEOF TRANSPORTATION

ALABAMA DEPARTMENT SHEET TITLE

(FEET)SCALE

> RAMP B

STA 86+30.00

END WORK

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR

REFERENCE FISCAL SHEET

PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C INITIA

L.d

gn

hallm

an

w10:3

6:3

6

AM

4/26/2019

BR-0003(607) 2019

SR-3WEST CENTRAL REGIONFBC

SCE

SC

E

(RETAIN)

101' 18" RCP

(RETAIN)

CULVERT

132' 4BBL

(RETAIN)

24" BCCMP

119'

FL= 486.46'

FL= 491.30'

FL= 479.25'

FL= 480.26'

FL= 484.87' FL= 488.42'

(RETAIN)24" CMP

160'

FL= 480.84'

FL= 486.45'

FL= 483.28'

PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

ROWM

5/8 REBAR

NW/SW

480

480

485

485

485

485

485

485

485

485

485

485

485

490

490

490

490

490

490

490

490

490

490

490

490

CONST LIM

495

495

495

495

495

495

495

495

495

495

495

495

495

495

495

495

495

495

500

500

500

500

500

500

500

500

500

500

500

500

500

500

500

505

505

505

505

505

505

505

505

505

505

505

505

505

510

510

510

510

510

510

510

510

515

515 515

520

525

| SR-3

STA 524+31.51

END BRIDGE

| SR-3

STA 500+00.00

BEGIN WORK

| SR-3

STA 521+48.34

BEGIN BRIDGE

89°57'48.47"

STA 519+18.59, | SR-3

STA 83+93.30,> RAMP B=

STA 519+40.55, | SR-3

STA 85+55.72,> RAMP A=

79°16'50.22"

#11Z

BM

B

85

+00

STA 81+90.57

B

C

C

C

85

+00

90+00

PT

ST

A 88

+61.32

ST

A 91

+17.84

PI

ST

A 87+19.70

A

C485+00

485+00

490+00

1485+00

1490+00

PC

STA 85+53

.68

> RAMP B

>

RA

MP

A

C

A

A

510+00

515+00 520+00

525

+00

PT

STA 515+07.26

PI

ST

A 521

+49.17

PI

ST

A 524

+30.43

A

A

525

+00

CONST LIM

CONST LIM

CONST LIMCONST LIM

CO

NS

T

LI

M

CONST LIM

| SR-3

STA 513+50.00

BEGIN PROJECT

LIM

CONST

CONST LIM

CONST LIM

INITIAL PHASE

CONTROL PLAN SHEET

EROSION AND SEDIMENT

| SR-3

STA 500+00.00

BEGIN WORK

> RAMP A

STA 83+75.00

END WORK

79

5050

510

+0

0.

00

525

+0

0.

00

EROSION AND SEDIMENT CONTROL PLAN SHEET

INITIAL PHASE

1.0

1.1

1.E

1.B 1.A

1.C 1.D

| SR-3

STA 513+50.00

BEGIN PROJECTD9

DESIGN



(FEET)SCALE

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C INITIA

L.d

gn

hallm

an

w10:3

7:3

8

AM

4/26/2019

BR-0003(607) 2019


SCE

(RETAIN)

20' 12" CMP

(RETAIN)109'

18" RCP

EX F

LU

ME (R

ET

AIN)

(RETAIN)

44' 18" RCP

(RETAIN)

72' 18" RCP

(RETAIN)

186' 18' RCP

(RE

TAI

N)

66' 1

8" R

CP

185' 18" RCP (RETAIN)

(RETAIN)

28' 24" RCP

(RETAIN)

62' 15" RCP

FL= 488.42'FL= 521.96'

FL= 521.22'

FL= 522.29'

FL= 520.87' FL= 522.07'

FL= 519.08' IN

FL= 519.14' IN

FL= 519.04' OUT

FL= 516.39' INFL= 512.41' OUT

FL= 511.64'

FL= 512.83' IN

FL= 520.36'

FL= 521.30'FL= 520.31'

FL= 520.63'FL= 518.62'

FL= 518.53'

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)24" CMP

90'

FL= 487.35'

(RETAIN)24" CMP

92'

FL= 486.83'FL= 486.80'

PRES ROW

PRES ROW

PR

ES

RO

W

ROWMROWM

ROWM

ROWM

ROWM

CAP

CAP

CAP

ROWM

84/00

RR SPIKE

SW/NE

490

490

495

495

495

495

495

500

500

500

505

505

505

510

510

510

510

510

515

515

515

515

515

515

520

520

520

520

520

525

525

525

525

525

525

525

525

530

CO

NS

T

LI

M

115°00'09.06"

STA 526+64.26, | SR-3

STA 489+20.82,> RAMP D=

STA 526+41.76, | SR-3

STA 488+24.71,> RAMP C=

71°16'08.00"

A

A

A

495

+00

PI

STA 49

0+15.

64

PI

STA 49

3+51.

66

A

A

C

B

PT

STA 48

7+47.

42A

1495+00

>

RA

MP

D

>

RA

MP

C

C

C

525

+00

530+00

535+00

540

+00PC

ST

A 526

+33.77

PT

ST

A 530

+99.52

PI

ST

A 528

+66.66

A

525

+00

540

+00

490

+00

CONST LIM

CONST LIM

CONST LIM

CONST LI

M

CO

NS

T

LI

M

LIM

CONST

B

INITIAL PHASE

CONTROL PLAN SHEET



INITIAL PHASE

80

2.0

5050

525

+0

0.

00

54

0+

00.

00

> RAMP C

STA 491+00.00

END WORK

D9 DES

IGN

SE/NW

SW/NE



(FEET)SCALE

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C INITIA

L.d

gn

hallm

an

w4:2

5:0

7 P

M4/25/2019

BR-0003(607) 2019


B

540

+00

545+00

PO

E

ST

A 548

+50.00

D9 DES

IGN

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL (RETAIN)

INLETIN-PL

(RETAIN)INLETIN-PL

| SR-3STA 543+50.00END PROJECT | SR-3

STA 548+50.00END WORK

CONST LIM

CONST LIM

INITIAL PHASE

CONTROL PLAN SHEET


54

8+

50.

00

54

0+

00.

00

EROSION AND SEDIMENT CONTROL PLAN SHEET 81

INITIAL PHASE

INTERMEDIATE PHASE

CONTROL PLAN SHEET


| SR-3

STA 513+50.00

BEGIN PROJECT

| SR-3

STA 524+31.51

END BRIDGE

| SR-3

STA 500+00.00

BEGIN WORK

CONST LIMCONST LIM

CONST LIM

| SR-3

STA 521+48.34

BEGIN BRIDGE

LIM

CONST

> RAMP B

STA 86+30.00

END WORK

> RAMP A

STA 83+75.00

END WORK

ROUTE

OF TRANSPORTATIONALABAMA DEPARTMENT SHEET TITLE

(FEET)SCALE

82

5050

510

+00.00

525

+00.00


INTERMEDIATE PHASE

TOPSOIL

STOCKPILE AREA

1.0

SCE

SC

E

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C IN

TE

RM

EDIA

TE.d

gn

hallm

an

w10:4

0:16

AM

4/26/2019

BR-0003(607) 2019


PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

ROWM

5/8 REBAR

NW/SW

PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

ROWM

5/8 REBAR

NW/SW

(RETAIN)

101' 18" RCP

(RETAIN)

CULVERT

132' 4BBL

(RETAIN)

24" BCCMP

119'

FL= 486.46'

FL= 491.30'

FL= 479.25'

FL= 480.26'

FL= 484.87' FL= 488.42'

(RETAIN)24" CMP

160'

FL= 480.84'

FL= 486.45'

FL= 483.28'

CONST LIM

CONST LIM CONST LIM

CO

NS

T

LI

M

CONST LIM

CONST LIMCONST LIM LIM

CONST

CONST LIM

CONST LIM

(REMOVE)

& EA's

IN-PL GR

(REMOVE)

& EA's

IN-PL GR

& RESET)

(REMOVE

& EA's

IN-PL GR

(RETAIN)

GUIDERAIL

IN-PL

(REMOVE)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

89°57'48.47"

STA 519+18.59, | SR-3

STA 83+93.30,> RAMP B=

STA 519+40.55, | SR-3

STA 85+55.72,> RAMP A=

79°16'50.22"

#11Z

BM

B

85

+00

STA 81+90.57

B

C

C

C

85

+00

90+00

PT

ST

A 88

+61.32

ST

A 91

+17.84

PI

ST

A 87+19.70

A

C485+00

485+00

490+00

1485+00

1490+00

PC

STA 85+53

.68

> RAMP B

>

RA

MP

A

C

A

A

510+00

515+00 520+00

525

+00

PT

STA 515+07.26

PI

ST

A 521

+49.17

PI

ST

A 524

+30.43

A

A

525

+00

1.E

1.B 1.A

1.C1.D

D9 DES

IGN

INTERMEDIATE PHASE

CONTROL PLAN SHEET


ROUTE


(FEET)SCALE

CO

NS

T

LI

M

CO

NS

T

LI

M

LIM

CONST

CO

NS

T

LI

M

> RAMP C

STA 491+00.00

END WORK

EROSION AND SEDIMENT CONTROL PLAN SHEET 83

INTERMEDIATE PHASE

5050

525

+00.00

540

+00.00

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C IN

TE

RM

EDIA

TE.d

gn

hallm

an

w10:4

0:3

4

AM

4/26/2019

BR-0003(607) 2019


SCE

PRES ROW

PRES ROW

PR

ES

RO

W

ROWMROWM

ROWM

ROWM

ROWM

CAP

CAP

CAP

ROWM

84/00

RR SPIKE

SW/NE

PRES ROW

PRES ROW

PR

ES

RO

W

ROWMROWM

ROWM

ROWM

ROWM

CAP

CAP

CAP

ROWM

84/00

RR SPIKE

SW/NE

EX

HO

GWI

RE

FE

NC

E (

RE

TAI

N)

(RETAIN)

TREE

IN-PL

(RETAIN)

TREE

IN-PL

(RETAIN)

TREE

IN-PL

(REMOVE)

TYPE 10 EA

IN-PL

(REMOVE)

TYPE 2A EA

IN-PL

(REMOVE)

TYPE 10 EA

IN-PL

(REMOVE)

IN-PL GR

37.5'

(RETAIN)

TREE

IN-PL

(RETAIN)

20' 12" CMP

(RETAIN)109'

18" RCP

EX F

LU

ME (R

ET

AIN)

(RETAIN)

44' 18" RCP

(RETAIN)

72' 18" RCP

(RETAIN)

186' 18' RCP

(RE

TAI

N)

66' 1

8" R

CP


(RETAIN)

28' 24" RCP

(RETAIN)

62' 15" RCP

FL= 488.42'FL= 521.96'

FL= 521.22'

FL= 522.29'

FL= 520.87' FL= 522.07'

FL= 519.08' IN

FL= 519.14' IN

FL= 519.04' OUT

FL= 516.39' INFL= 512.41' OUT

FL= 511.64'

FL= 512.83' IN

FL= 520.36'

FL= 521.30'FL= 520.31'

FL= 520.63'FL= 518.62'

FL= 518.53'

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)24" CMP

90'

FL= 487.35'

(RETAIN)24" CMP

92'

FL= 486.83'FL= 486.80'

CONST LI

M

CONST LIM

CONST LIM

CONST LIM

CO

NS

T

LI

M

LIM

CONST

115°00'09.06"

STA 526+64.26, | SR-3

STA 489+20.82,> RAMP D=

STA 526+41.76, | SR-3

STA 488+24.71,> RAMP C=

71°16'08.00"

A

A

A

495

+00

PI

STA 49

0+15.

64

PI

STA 49

3+51.

66

A

A

C

B

PT

STA 48

7+47.

42A

1495+00

>

RA

MP

D

>

RA

MP

C

C

C

525

+00

530+00

535+00

540

+00PC

ST

A 526

+33.77

PT

ST

A 530

+99.52

PI

ST

A 528

+66.66

A

525

+00

540

+00

490

+00

B

2.0

D9 DES

IGN

SE/NW

SW/NE

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL


INLETIN-PL

(RETAIN)INLETIN-PL

INTERMEDIATE PHASE

CONTROL PLAN SHEET


| SR-3STA 548+50.00END WORK

| SR-3STA 543+50.00END PROJECT

ROUTE


(FEET)SCALE

540

+00.00

548

+50.00


INTERMEDIATE PHASE

84

50 50

B

540

+00

545+00

PO

E

ST

A 548

+50.00

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C IN

TE

RM

EDIA

TE.d

gn

hallm

an

w4:2

6:5

9 P

M4/25/2019

BR-0003(607) 2019


SE/NW

SW/NE

CONST LIM

D9 DES

IGN

FINAL PHASE

CONTROL PLAN SHEET


| SR-3

STA 524+31.51

END BRIDGE

| SR-3

STA 500+00.00

BEGIN WORK

| SR-3

STA 521+48.34

BEGIN BRIDGE

> RAMP B

STA 86+30.00

END WORK

ROUTE


(FEET)SCALE

85

5050

510

+00.00

525

+00.00


FINAL PHASE

1.0

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C

FIN

AL.d

gn

hallm

an

w4:2

8:3

8 P

M4/25/2019

BR-0003(607) 2019


PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

ROWM

5/8 REBAR

NW/SW

(RETAIN)

101' 18" RCP

(RETAIN)

CULVERT

132' 4BBL

(RETAIN)

24" BCCMP

119'

FL= 486.46'

FL= 491.30'

FL= 479.25'

FL= 480.26'

FL= 484.87' FL= 488.42'

(RETAIN)24" CMP

160'

FL= 480.84'

FL= 486.45'

FL= 483.28'

CONST LIMCONST LIM

CONST LIMCONST LIM

CO

NS

T

LI

M

CONST LIM

CONST LIM

| SR-3

STA 513+50.00

BEGIN PROJECT

LIM

CONST

CONST LIMCONST LIMCONST LIM

CONST LIM

c ccc cc cc c c c c c c c c c c c

(RETAIN)

GUIDERAIL

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

(RETAIN)

TREES

IN-PL

TYPE S3

ECP

REQD

TYPE S3

ECP

REQD

PROTECTION

SLOPE

AGGREGATE

REQD

PROTECTION

SLOPE

AGGREGATE

REQD

89°57'48.47"

STA 519+18.59, | SR-3

STA 83+93.30,> RAMP B=

STA 519+40.55, | SR-3

STA 85+55.72,> RAMP A=

79°16'50.22"

#11Z

BM

C

B

85

+00

PT

STA 81+90.57

B

C

C

C

85

+00

90+00

PT

ST

A 88

+61.32

PI

ST

A 87+19.70

A

C485+00

485+00

490+00

1485+00

1490+00

PC

ST

A 485+04.92

PC

STA 85+53

.68

> RAMP B

>

RA

MP

A

> RAMP D

> I-65 S

BR

C

A

A

510+00

515+00 520+00

525

+00

PT

STA 515+07.26

PI

ST

A 521

+49.17

PI

ST

A 524

+30.43

A

A

525

+00

1.E

1.A1.B

1.C1.D

D9 DES

IGN

FINAL PHASE

CONTROL PLAN SHEET


ROUTE


(FEET)SCALE

CO

NS

T

LI

M


FINAL PHASE

86

2.0

525

+00.00

540

+00.00

5050PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C

FIN

AL.d

gn

hallm

an

w10:4

4:3

8

AM

4/26/2019

BR-0003(607) 2019


PRES ROW

PRES ROW

PR

ES

RO

W

ROWMROWM

ROWM

ROWM

ROWM

CAP

CAP

CAP

ROWM

84/00

RR SPIKE

SW/NE

(RETAIN)

20' 12" CMP

(RETAIN)109'

18" RCP

EX F

LU

ME (R

ET

AIN)

(RETAIN)

44' 18" RCP

(RETAIN)

72' 18" RCP

(RETAIN)

186' 18' RCP

(RE

TAI

N)

66' 1

8" R

CP


(RETAIN)

28' 24" RCP

(RETAIN)

62' 15" RCP

FL= 488.42'FL= 521.96'

FL= 521.22'

FL= 522.29'

FL= 520.87' FL= 522.07'

FL= 519.08' IN

FL= 519.14' IN

FL= 519.04' OUT

FL= 516.39' INFL= 512.41' OUT

FL= 511.64'

FL= 512.83' IN

FL= 520.36'

FL= 521.30'FL= 520.31'

FL= 520.63'FL= 518.62'

FL= 518.53'

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)24" CMP

90'

FL= 487.35'

(RETAIN)24" CMP

92'

FL= 486.83'FL= 486.80'

CONST LIM

CONST LIM

CONST LIM

CONST LI

M

CO

NS

T

LI

M

LIM

CONST

TYPE S3

ECP

REQD

115°00'09.06"

STA 526+64.26, | SR-3

STA 489+20.82,> RAMP D=

STA 526+41.76, | SR-3

STA 488+24.71,> RAMP C=

71°16'08.00"

A

A

PI

STA 49

0+15.

64

PI

STA 49

3+51.

66

A

A

C

B

PT

STA 48

7+47.

42

ST

A 486+30.03

A

>

RA

MP

D

>

RA

MP

C

C

C

525

+00

530+00

535+00

540

+00PC

ST

A 526

+33.77

PT

ST

A 530

+99.52

PI

ST

A 528

+66.66

A

525

+00

540

+00

490

+00

B

D9 DES

IGN

SE/NW

SW/NE

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL

(RETAIN)INLETIN-PL


INLETIN-PL

(RETAIN)INLETIN-PL

FINAL PHASE

CONTROL PLAN SHEET


ROUTE


(FEET)SCALE

548

+50.00

540

+00.00


FINAL PHASE

87

5050

B

540

+00

545+00

PO

E

ST

A 548

+50.00

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

NRESPONSIBLE PE:

YEAR


PROJECT NO NO

000

HORIZ

Y:\

100065814\Project_

Desig

n\Plans_Asse

mbly\65814

_ES

C

FIN

AL.d

gn

hallm

an

w4:2

9:4

6 P

M4/25/2019

BR-0003(607) 2019


D9 DES

IGN


IF APPLICABLE, INSERT TSS%

LOAD REDUCTION SCHEMATIC




INSERT PROJECT SPECIFIC SPECIAL

PROVISIONS (Relevant to Environmental Protection)




III.b. Standard Best Management Practices ALDOT Standard Specifications and General Applications Special Provisions Contract specification requirements regarding environmental protection during construction may be found in the ALDOT Standard Specifications for Highway Construction or in the contract document in the form of a special provision. Special provisions may be General Application Special Provisions approved for general use and incorporation into the standard specifications in the future or as Project Specific Special Provisions created specifically for the project at hand. Please reference the following applicable 2012 ALDOT Standard Specifications sections.

106.01(b) Clearances and Acknowledgements for the Use of Offsite Areas - GASP 12-0399(3). 106.01(c) Operation of Offsite Pits and Waste Areas. 107.09 Construction Over or Adjacent to Waters of the United States. 107.12 Protection and Restoration of Property, Landscape and Utility Facilities. 107.13 Woodland Protection, Conservation, Abatement of Water Pollution and Quarantine Regulations. 107.14 Responsibility for Damage Claims. 107.21 Stormwater Management. 107.22 Environmental Protection and Spill Prevention. 107.23 Temporary Construction Encroachment into Streams, Water Bodies and Wetlands. 107.24 Permits for Pesticide Application. 108.04 Prosecution of Work. 201.03 Clearing and Grubbing. 205.03 Removal and Relocation of Structures. 206.04 Disposal of Materials. 210.03 Excavation and Embankment. 250.03 Removal of Underground Storage Tanks and Contaminated Soil. 521.04 Blast Cleaning, Mechanical Cleaning and Surface Roughness. 521.05 Containment System for Removal of Coating from Existing Bridge. 521.06 Collection and Disposal of Coating Material Waste from Existing Bridge. 521.07 Surface Preparation Plan Submittal for the Removal of Existing Coatings. 521.08 Final Cleaning of Blast Cleaned Surfaces. 521.14 Worker Protection. 524.03(a)2. Water Quality Protection 534 Cleaning Existing Drainage Structures. 650 Topsoil. 652 Ground Preparation, Vegetation Establishment and Mowing. 654 Solid Sodding. 656 Mulching for Vegetation Establishment. 659 Rolled and Hydraulic Erosion Control Products. 665 Temporary Soil Erosion and Sediment Control - GASP 12-0399(3). 666 Pest Control. 668 Pre-Emergent Herbicide Treatment. 669 Post-Emergent Herbicide Treatment. 672 Stormwater Turbidity Control - GASP 12-0575. 810 Geotextiles. 814 Riprap Materials. 860.01 Seed. 860.03 Mulching Material. 860.05 Solid Sod. 860.11 Rolled and Hydraulic Erosion Control Products.

2018



ALDOT Special Drawings Contract requirements regarding environmental protection during construction may be found in the form of construction detail drawings in the plan set or in the applicable ALDOT Special and Standard Highway Drawings book. Detail drawings found in the plan set are referred to as Special Project Details and consist of details that are not included in the Special and Standard Drawings book. Please reference the following applicable 2017 ALDOT Special Drawings.

Drawing No. Description Index No. ESC-100-1 Best Management Practice Reference Matrix 1160 ESC-100-2 Best Management Practice Reference Matrix 1160-A ESC-200-1 Typical Temporary Erosion/Sediment Control Applications 1161 ESC-200-2 Details of Temporary Slope Drain, Berms and Energy Dissipator 1161-A ESC-200-3 Details of Sediment Barrier Applications 1161-B ESC-200-4 Details of Silt Fence Installation 1161-C ESC-200-5 Details of Sediment Retention Barrier 1161-D ESC-300-1 Ditch Check Structures, Typical Applications and Details 1162 ESC-300-2 Details of Hay Bale Ditch Checks 1162-A ESC-300-3 Details of Sandbag Ditch Check 1162-B ESC-300-4 Details of Erosion Control Wattle Ditch Check 1162-C ESC-300-5 Details of Silt Dike Ditch Check 1162-D ESC-300-6 Details of Rock Ditch Check 1162-E ESC-300-7 Details of Rock Ditch Check with Sump Excavation 1162-F ESC-300-8 Details of Silt Fence Ditch Check 1162-G ESC-400-1 Inlet Protection Typical Applications and Details 1163 ESC-400-2 Inlet Protection Details for Coarse Aggregate on Grades & Sags 1163-A ESC-400-3 Inlet Protection Details of Wattles 1163-B ESC-400-4 Inlet Protection Details of Silt Fence 1163-C ESC-400-5 Inlet Protection Details of Sand Bags 1163-D ESC-501 Floating Basin Boom 1164 ESC-502 Stabilized Construction Entrance 1165 ESC-503 Temporary Dewatering Structures 1166 ESC-504 Temporary Culvert Stream Crossing 1167 ESC-505 Temporary Stream Diversion 1168 ESC-506-1 Suspended Pipe Diversion (Downstream) 1169 ESC-506-2 Suspended Pipe Diversion (Upstream) 1169-A ESC-507 Temporary Sedimentation Basin 1170 ESC-508 Flocculant Usage Guide 1171 ESC-509 Details of Rolled and Hydraulic Erosion Control Product Installation 1172

ALDOT Construction Manual – Section 2.5 Construction Stormwater ALDOT Construction Manual, Section 2.5 contains internal policies and procedures relating to construction stormwater. This manual is intended as a job specific guidance resource for ALDOT inspectors. It is utilized in addition to standard specifications, standard drawings, and contract specific documents.

2018



ALDOT Approved Treatment Chemicals Contract requirements regarding flocculants and chemical stabilization during construction may be found in the form of contract pay items on the Quantities Sheets and their usage locations are shown on the Erosion and Sediment Control Sheets in the plan set. Proper usage requirements are included in the applicable 2017 ALDOT Special and Standard Highway Drawings book and applicable 2012 ALDOT Specifications. These products may only be used if they have been reviewed and included on the applicable approved products lists of the ALDOT Materials, Sources, and Devices with Special Acceptance Requirements Manual which is maintained on the ALDOT website. Safety Data Sheets and manufacturer’s dosage instructions for these products are also maintained on the ALDOT website. Please visit the applicable ALDOT webpages for the most current information. Specific products selected for use on a project and associated documentation is submitted as part of the Contractor’s Stormwater Management Plan and included in the CBMPP after project award.

Flocculants APS 700 Series Applied Polymer Systems EnviroPam (Granular) Innovative Turf Solutions FLOC Innovative Turf Solutions HaloKlear/StormKlear DBP-2100 & Gel Floc (System) HaloSource, Inc. Tackifiers FINN HydroStik FINN Corporation Tacking Agent 3 Profile Products EnviroPam (Granular) Innovative Turf Solutions Enviro-Tak Central Fiber Hydraulic Mulches Conwed Fibers Hydro Mulch 2000 Profile Products EcoFibre Plus Tackifier Profile Products Enviro-Mix Wood Fiber Blend Central Fiber HydroCover Wood Fiber with Tack Profile Products Hydro-Spray Wood with Tack Profile Products Second Nature Wood Fiber Blend Central Fiber SoilCover Wood Fiber with Tack Profile Products Terra-Wood with Tacking Agent 3 Profile Products Hydraulic Erosion Control Products Safe Slope Xtreme Landmark Earth Solutions ProMatrix Profile Products Ground Control HY-C3 East Coast HydraCM North American Green HydroStraw Bonded Fiber Matrix HydroStraw, LLC Bindex BFM American Excelsior EcoMatrix Profile Products Enviro-Matt Central Fiber Ground Control HY-C4 East Coast Hydra CX2 North American Green SprayMatt Central Fiber EnviroMatrix Central Fiber Flexterra HP-FGM Profile Products SprayMatrix Central Fiber EarthGuard Terra Novo, Inc.

20182018


CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN

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