CONSTRUCTION BEST MANAGEMENT PRACTICES PLANalletting.dot.state.al.us/CBMPP/2019 CBMPP Files/June...

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

BP-ST-002-180-016SR-180 Widening from Foley Beach Express to SR-161 in Orange Beach

Baldwin CountyStormwater Permit Sequence Number 1873

Matthew Ericksen, P.E.ALDOT Region Engineer for Don T. Arkle, P.E., ALDOT Chief Engineer

Edward Henderson, E.I.T.Burk-Kleinpeter, Inc.

Matthew C. Rogers, P.E.Burk-Kleinpeter, Inc., Associate

Anthony T. Cooper, CPESCALDOT SW Region 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

2019

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

Matthew Ericksen, P.E.ALDOT Region Engineer for Don T. Arkle, P.E., ALDOT Chief Engineer1701 I-65 West Service Road NMobile, Alabama 36618Phone (251) 470-8204Fax (251) [email protected]

Matthew C. Rogers, P.E.Burk-Kleinpeter, Inc., Associate917 Western America Circle, Suite 101Mobile, Alabama 36609Phone (251) 342-3888Fax (251) [email protected]

Anthony T. Cooper, CPESCALDOT SW Region Stormwater Coordinator1701 I-65 West Service Road NMobile, Alabama 36618Phone (251) 470-8631Fax (251) [email protected]



I.a. ADEM NPDES Notice of Intent


BALDWIN COUNTY

GRADE, DRAIN, BASE, PAVE, AND SIGNALS

SR-180 WIDENING FROM FOLEY BEACH EXPRESS TO SR-161 IN ORANGE BEACH

0 1/4 1/2 1

MILES

7.0

STIMIL NOITCURTSNOC MORF TESFFO ELIM ENO

13.0

5.04.3

4.0

3.9

3.8

3.7

3.6

3.5

4.24.1

3.0

2.0

3.1

2.1

1.0

11.0

3.2

3.3 3.4

6.0

7.1

8.0

9.0

10.0

12.0

BEGIN PROJECT

END PROJECT

2.63°

MN


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


Soil Map—Baldwin County, Alabama

Natural ResourcesConservation Service

Web Soil SurveyNational Cooperative Soil Survey

9/13/2018Page 1 of 3

3349

700

3350

200

3350

700

3351

200

3351

700

3352

200

3352

700

3349

700

3350

200

3350

700

3351

200

3351

700

3352

200

3352

700

439800 440300 440800 441300 441800 442300 442800 443300 443800 444300

439800 440300 440800 441300 441800 442300 442800 443300 443800 444300

30° 18' 19'' N87

° 3

7' 3

9'' W

30° 18' 19'' N

87° 3

4' 3

7'' W

30° 16' 36'' N

87° 3

7' 3

9'' W

30° 16' 36'' N

87° 3

4' 3

7'' W

N

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS840 1000 2000 4000 6000

Feet0 300 600 1200 1800

MetersMap Scale: 1:22,300 if printed on A landscape (11" x 8.5") sheet.

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.

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: Baldwin County, AlabamaSurvey Area Data: Version 8, 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: Dec 31, 2009—Sep 25, 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.




9/13/2018Page 2 of 3

Map Unit Legend

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

GoA Goldsboro fine sandy loam, 0 to 2 percent slopes

0.6 0.3%

Gr Grady soils 2.7 1.2%

LkB Lakewood sand, 0 to 5 percent slopes

1.3 0.6%

Ls Leon sand 1.5 0.7%

LyA Lynchburg fine sandy loam, 0 to 2 percent slopes

57.6 25.5%

PmB Plummer loamy sand, 0 to 5 percent slopes

45.5 20.2%

Pt Pits, sand or gravel 3.7 1.7%

RaA Rains fine sandy loam, 0 to 2 percent slopes

5.5 2.4%

ScA Scranton loamy fine sand, 0 to 2 percent slopes

25.6 11.4%

SsB St. Lucie sand, 0 to 5 percent slopes

81.7 36.2%

Totals for Area of Interest 225.9 100.0%




9/13/2018Page 3 of 3


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

AldotWinHydro_v4, HY-8, InletSoftAL, and StormCAD

6

1.81 2.46 3.1 3.53 4.31 5.13 6.87 7.8 8.86 9.88

5 5.64 6 4.17 4.83 5.53 7.02 7.14 5.7 3.32 4.28 5.03

None



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 None



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.

* Administratively Extended

ALS000006 3/21/2013 4/1/2013 3/31/2018 *

SAM-2018-01074-LET 1/6/2017 4/10/2019 4/9/2024

4/8/2002AHC 02-0700 9/10/2002

33 acres of ADEM NDPES permitted disturbance.

17 acres, or the permitted disturbance

None



III.a. Project Specific Best Management Practices The Scope of Work for this project consists of widening SR‐180 from Foley Beach Express to SR‐161. Some sections of the existing roadway will be milled, and a wearing surface installed. Other areas of the roadway will require leveling prior to installing a wearing surface. Disturbance within the existing right of way is expected for construction of the proposed improvements.

The following sheets are relevant to environmental protection

Plan Sheet No. or Special Provision No. Description

Sheet 2‐J See Project Notes 900, 901, 904, 905, 906, and 907 Sheets 3 and 3‐E See payitems specific erosion and sediment control Sheets 61‐66 Initial Phase (Pre‐Construction) Sheets 67‐72 Intermediate Phase (Construction) Sheets 73‐78 Final Phase (Post‐Construction)

Erosion and Sediment Control:

All erosion and sediment control items shall be placed as directed by the project manager and/or QCP. The erosion and sediment control plan for this project includes three phases and are listed in the table above.

Placement of all BMPs shown shall be as required at each discharge point as shown on the plans and listed in the Stormwater Best Management Practices for Required Site Specific BMP items located in Section III of the CBMPP and installed to meet field conditions. Silt fence, silt fence ditch checks, rip rap ditch checks, inlet protection, and wattles shall be installed as detailed in the ALDOT Special and Standard Highway Drawings prior to any disturbance. Sand bags, polyethylene, sump excavation, and erosion control product are also setup in the project to be installed to control the erosion and sediment as necessary or as directed by the Engineer.

Clearing shall be selective, and the existing grassed areas and ditches shall be undisturbed to the maximum extent possible. The existing grassed areas and ditches shall also be utilized to filter sediment before and/or between ditch checks. In the area of grading, a minimum of ten to fifteen feet of existing grassed areas shall be preserved where practical and will serve as a vegetative filter strip. The graded area shall receive temporary seeding and mulching as soon as possible following grading operations and as directed by the Engineer. A minimum of 100 feet in both directions of both sides of all discharge points shall receive temporary seeding and mulching the same day as the disturbance and as directed by the Engineer to provide sediment retention as necessary until permanent grass can be adequately established.

All BMPs will be implemented and maintained in accordance with the “Alabama Handbook for Erosion Control, Sediment Control, and Stormwater Management on Construction Sites and Urban Areas” and shall meet or exceed current industry standards. This information is for supplemental information only and shall in no way supersede the ALDOT Special and Standard Highway Drawings, Standard Specifications for Highway Construction Manual, the General Application Special Provisions, or direction of the Engineer.

TMDL Requirements: Portions of this project are located within the Wolf Bay Watershed which is an ADEM defined Priority Watershed. The Wolf Bay Watershed is an Outstanding Alabama Water (OAW) and ALDOT requires a 70% reduction for these special designated waters. Sufficient BMPs will be needed to ensure that turbidity issues have been addressed.

CONTROL MEASURE

REMOVAL RATE (%)

CONTROL MEASURE

REMOVAL RATE (%)

CONTROL MEASURE

REMOVAL RATE (%)

1.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%

2.0 SILT FENCE 70INLET

PROTECTION, WATTLE

13.05 NONE 0 83.05%

3.0 SILT FENCE 70ROCK DITCH CHECK

WITH SUMP EXCAVATION

12.375 NONE 0 82.38%

4.0 SILT FENCE 70ROCK DITCH CHECK


12.375 NONE 0 82.38%

5.0ROCK DITCH CHECK


55 SILT FENCE 23.625 NONE 0 78.63%


7.0 SILT FENCE 70INLET

PROTECTION, WATTLE

13.05 NONE 0 83.05%



10.0 GRASS DITCH 50 SILT FENCE 26.25ROCK DITCH CHECK


9.796875 86.05%




STORMWATER BEST MANAGEMENT PRACTICES TOTAL SEDIMENT PERCENTAGE LOAD REDUCTION

CONTROL #1 CONTROL #2 CONTROL #3DISCHARGE

POINT NUMBER

TOTAL SEDIMENT

REDUCTION %70%

REQUIRED

Page 1 of 1

BEST MANAGEMENT PRACTICES (BMP's)

STABILIZED CONSTRUCTION ENTRANCE SCETEMPORARY EARTH BERM

BRUSH BARRIER

SILT FENCE SEDIMENT BARRIER

HAY BALE DITCH CHECK

SAND BAG DITCH CHECK

WATTLE DITCH CHECK

SILT DIKE DITCH CHECK

ROCK DITCH CHECK


ROCK DITCH CHECK

DITCH CHECK AND SUMP EXCAVATION

TEMPORARY SLOPE DRAIN PIPE WITH ROCK

FLOATING BASIN BOOM

SLOPE DRAIN

INLET PROTECTION

EROSION CONTROL PRODUCTS

WITH POLYETHYLENE

TEMPORARY EARTH BERM

SILT FENCE DITCH CHECK

SOLID SODDING

TEMPORARY RIPRAP BERM

TEMPORARY SEDIMENTATION BASIN

PERMANENT DETENTION BASIN

STABILIZED CONSTRUCTION ENTRANCE SCETEMPORARY EARTH BERM

BRUSH BARRIER

SILT FENCE SEDIMENT BARRIER

HAY BALE DITCH CHECK

SAND BAG DITCH CHECK

WATTLE DITCH CHECK

SILT DIKE DITCH CHECK

ROCK DITCH CHECK


ROCK DITCH CHECK

DITCH CHECK AND SUMP EXCAVATION

TEMPORARY SLOPE DRAIN PIPE WITH ROCK

FLOATING BASIN BOOM

SLOPE DRAIN

INLET PROTECTION

EROSION CONTROL PRODUCTS

WITH POLYETHYLENE

TEMPORARY EARTH BERM

SILT FENCE DITCH CHECK

SOLID SODDING

TEMPORARY RIPRAP BERM

TEMPORARY SEDIMENTATION BASIN

PERMANENT DETENTION BASIN

3A

PDB

3

TSB

3A

PDB

3

TSB

LEGEND

EROSION & SEDIMENT CONTROL

LEGEND

EROSION & SEDIMENT CONTROL

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

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

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

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

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

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

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

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN: SPECIAL PROJECT DETAIL

NOT TO SCALE

EROSION AND SEDIMENT CONTROL PLANS LEGEND SHEET 60

CONTROL PLANS LEGEND SHEET

EROSION AND SEDIMENT

DATE: DATE: DATE:

OF TRANSPORTATIONALABAMA DEPARTMENTTENNESSEE

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

NPLAN SUBMITTALSHEET TITLE ROUTE

PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

DESIGNER:

2019

SUPERVISOR: RESPONSIBLE PE:

SR-180

BP-ST-002-180-016

OE

25.A

25.1

25.0

25.A

25.1

25.0

DREDGE, FILLDREDGE, FILL

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

BACKGROUND POINT

DISCHARGE POINT

SECONDARY STORMWATER

DISCHARGE POINT

PRIMARY STORMWATER

SEDIMENT RETENTION BARRIER

NOTES

WATTLES THAT DO NOT REQUIRE STAKING SHALL BE USED.

HARD ARMORED SURFACES SUCH AS CONCRETE AND ASHPALT, ONLY

PROTECTION FOR STAGE 1 AND STAGE 2. FOR INLET PROTECTION ON

1. EITHER WATTLES OR SILT FENCE SHALL BE USED AS INLET

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 551

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 551

+00.00

SH

EE

T

NO. 62

MA

TC

HLI

NE

ST

A 566

+00.00

61

PRES ROW PRES ROW

PRES ROW PRES ROW

PRES ROW

888 8 8

888

88

8 8 8 8 8 8 8

888888

88

8 8 8888

9 9 9 99

9 9

9

999

99999

9 9 99

999

99

9

9 9 99

9

9

99

9 9 9

999

9

9999

9

9999999

99

101010

10101010

10

1010

10 10

10

10

1010

10

10

10

10

10

10

10 10

10

10

10

10

10

11

1111

11

11 11

11

11

11

11

11

11 11

11

11 11

12

12 12

12

121314

B B>

MO

NE

Y

BA

YO

U

DR

10+00

22+00

N0°01'06.03"

EN0°12'28.52"

W

BEGIN PROJECT

STA 542+00.00

BEGIN WORK

STA 537+00.00

N89°52'41.42"E

BC

BL

SW

EE

TW

AT

ER

DR

N0°27'55.03"

W

17+00

S88°55'36.42"E

> CONST SR-180

N89°49'23.58"E

N0°01'29.07"

E

28+00

B

BL

WH

AR

F

PK

WY

E

BL

CY

PR

ES

S

VI

LL

AG

E

BL

VD

B

> CONST SR-180

END WORK

BL SWEETWATER DR

STA 16+60.81,

END WORK

STA 27+18.25,

VILLAGE BLVD

BL CYPRESS

A

A

A

A

ST

A 542

+49.19

PI

ST

A 547

+25.00

PI

540+00545+00

550+00

11.0

3.2

2.1

3.1

1.0

GRASS DITCH

GRASS DITCH

SC

E

SC

E

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50DESIGNER:

2019


SR-180

BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)

(INITIAL)

CONTROL PLAN SHEET


OE

PRES ROW

PRES ROWPRES ROW

PRES ROW

PRES ROW PRES ROW

PRES ROW

66

66

77777777 7 7 7 7 7 7 7

7 7

7

77

7

7

7

77

8 8

88

8 8 8 8 8 8 8 8 88

888888888

8 8

888

8

88

8

8

88

8

9

99

9

9

9

99

9

999

9 9 9 9 9 99 9

9

9

9

99

9

9

9

999999999

9

9 9 9 9 9 9

99

910

101010

10101010

10

1010

10101010

10

10

1010

10 10

11

11

1213

#32

#33#34#34

N89°49'23.58"E

> CONST SR-180

N0°00'27.37"

W

28+00

BB

L

WI

LLI

AM

SI

LV

ER

S

PK

WY

END WORK

STA 28+71.74,

SILVERS PKWY

BL WILLIAM

555+00 560+00 565+00

2.0

3.0

3.3

3.4

SC

E

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 581

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 581

+00.00

SH

EE

T

NO. 63

MA

TC

HLI

NE

ST

A 596

+00.00

62

SH

EE

T

NO. 61

MA

TC

HLI

NE

ST

A 566

+00.00

PRES ROWPRES ROW

PRES ROW

CITY ROW CITY ROW

PRES ROW

CITY ROW

PRES ROW PRES ROWPRES ROW PRES ROW

CITY ROW

9

9

99

9

9

10

10

10

10

10

10

10

10

11

11

11

11

11

11

11

1111 11

11

1111 11 11

111112

12

12

12 1212

1212

1212

12

12

12

12

12

12

12

1212 12

13

13

13

13

13

13

13

13

13

13

13

131313

13

13

13

13

13

14

14

14

1414

14

14

14

14

14

15

#31

#30

N0°02'04.13"

E

38+00

B

> CONST SR-180

N89°49'23.58"E

B

ST

A 575

+74.30

PC

ST

A 576

+74.30

PT

ST

A 577

+97.82

PC

ST

A 578

+97.82

PT

N0°22'00.45"

W

52+00

B C C C CA

A

BL

LI

ND

SE

Y

LN

BL

SPI

NN

AK

ER

WA

Y

BL COMMERCIAL AVEB

END WORK

STA 38+98.75,

BL LINDSEY LN

END WORK

STA 51+21.53,

BL SPINNAKER WAY

570+00 575+00 580+00

3.5

3.6

3.7

3.8

3.9

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50DESIGNER:

2019


SR-180


(INITIAL)

CONTROL PLAN SHEET


OE

CITY ROW

PRES ROW


CITY ROW

PRES ROW

8

8

9

9 9

10

11 11

1111

11

11

1212 12

12

121212

12

1212

12

12

13

1313

13 13 13

13

1313

13 1313

13

13131313

13

13

13

13

1313

13

14

14

1414

1414

1414

14

14

1414

1414

1414

14

15

15

15

15

15

15

15

16

16

16

16

16

16

16

17

1717

17

1717

17

18

18

18

#28#29

#27

JB

ST

A 583

+17.46

PC

ST

A 584

+17.46

PT

C CA

N0°05'18.66"

W

BL

EA

SY

ST

B

72+00

BN0°02'49.08"

W

88+00

N89°49'23.58"E

> CONST SR-180

BL

LA

UD

ER

LN

BL COMMERCIAL AVE

B

STA 71+21.94,

END WORK

BL EAST ST

END WORK

STA 88+91.00,

BL LAUDER LN

585+00 590+00 595+00

4.0

4.1 4.2

4.3

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 611

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 611

+00.00

SH

EE

T

NO. 64

MA

TC

HLI

NE

ST

A 626

+00.00

63

SH

EE

T

NO. 62

MA

TC

HLI

NE

ST

A 596

+00.00

SHEET NO. 67

MATCHLINE STA 102+50.00 BL GULF BAY RD

CIT

Y R

OW

CIT

Y R

OW

CITY ROW CITY ROW

PRES ROWPRES ROW

CITY ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

15

16 16

16161616

16

17

1717

17

17

17

17 17 1717

1717

17

1717

17

17

1717

17

17

18

18

18 18

18

18181818181818

18 18 18 18 1818

1818 18

1818

19

19

19191919

19

191919

1919 19

1919

19 19 19

2020

20

20

20 20

21

#26

#25

N89°49'23.58"E

> CONST SR-180

BN0°20'08.05"

W

118+00

BL

GU

LF

BA

Y

RD

BL

CA

NA

L

SQ

UA

RE

LN

BL COMMERCIAL AVE

B

END WORK

STA 118+91.00,

SQUARE LN

BL CANAL

B

102+00

N0°22'18.15"

E

600+00 605+00 610+00

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50DESIGNER:

2019


SR-180


(INITIAL)

CONTROL PLAN SHEET


OE

CITY ROW

PRES ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

16

17

1818

1818

18

18

1818

18

1818

18

18

19

19

19 19

19 19

19

19

19

191919

19

19

1919

19 19 19

19

202020202020202020

20 20 20 20 20 20

20

2020

20

20

21212121

21

21 21 21 2121

21

21

2121

2121

#22

#24

#23

B

122+00

N0°03'45.60"

WB

N89°49'23.58"E

> CONST SR-180

BL

OA

K

ST

BL COMMERCIAL AVE

STA 121+22.92,

END WORK

BL OAK ST

615+00 620+00 625+006.0 7.0

7.1

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 641

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 641

+00.00

SH

EE

T

NO. 65

MA

TC

HLI

NE

ST

A 656

+00.00

64

SH

EE

T

NO. 63

MA

TC

HLI

NE

ST

A 626

+00.00

1

2

PRES ROWPRES ROW PRES ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

15

16

17

17 1

7

17

18 1818

18

1818

18

18

18

18

18

18

18

18 18

18

18

18

18

19

19

19 19

19

19

19

19

19

19

19

1919

19

1919

19

19

19

19 19

19

19

19

19

20 20 20

20

20

20

20

20

202020202020

202020

2020

2121

21 2121

21 21

2121

21212121

21

#21

#20

N0°23'25.10"

EB

N89°49'23.58"E

> CONST SR-180

BL

CY

PR

ES

S

ST

STA 141+08.23,

END WORK

BL CYPRESS ST

142+00

630+00 635+00 640+00

9.0

8.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50DESIGNER:

2019


SR-180


(INITIAL)

CONTROL PLAN SHEET


OE

PRES ROW

PRES ROW

PRES ROW

PRES ROW PRES ROW

PRES ROW

PRES ROW CITY ROW

CITY ROW

PRES ROW

PRES ROW

16

16

16

16

16

16

16 16

16 16

16

17

17

17

17

17

17

17

17

1717

17

17

17

17

17

17 17

17

17

18

18

18

18

18

18

18

18

18

18

18

181818

18

18

18

18

18

18

18

18

18

18

18

19

19

19

19

19

19

19

19

19

19

19

19

19

19

19

19

1919

19

19

19

20

20

20

20 20

20

20

20

20

20

20

20

20

20

20

2021

21

21

21

2121

21

#18#19> CONST SR-180

N89°49'23.58"E

> CONST SR-180N69°

23'15.63

"E

C

A

ST

A 643

+40.82

PC

ST

A 653

+62.59

PT

ST

A 648

+57.19

PI

C

655+00

645+00

650+00

10.0

DITCHGRASS

PR

ES

RO

W

PRES ROW

PRES ROWPRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

PRES ROW

PR

ES

RO

W

16

1616

16

1616

16

16

1616

16

16

16

17

17

17

1717

17 17

17

1717

17

17

17 17

17

17

17

17

17

17

17

17

17

17

17

17

17

17

17

1717

17

17

17

17

17

17

18

18

18

18

18

18

18

18

1818

18

18 18

18

18

18

18

18

18

1818

18

18

18

18

18

18

1919

1919

19

19

CONC SW

#16

#1

#17

MET

SG

MET

SG

TANK

BURIEDTANK

BURIED

1-S-B

R-B

US

N69°23'15.63"E

> CONST SR-180

END PROJECT

STA 664+68.43

C

C

A

B

ST

A 662

+85.41

PC

ST

A 670

+03.07

PT

ST

A 666

+48.52

PI

88+00

STA 668+00.00

END WORK660+00660+00

665+00

670+00

12.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50DESIGNER:

2019


SR-180


(INITIAL)

CONTROL PLAN SHEET


OE

65

SH

EE

T

NO. 64

MA

TC

HLI

NE

ST

A 656

+00.00

66

SH

EE

T

NO. 63

MA

TC

HLI

NE

ST

A 102

+50.00

BL

GU

LF

BA

Y

RD

CITY ROW

CITY ROW

CITY ROW

CITY ROW

CITY ROWCITY ROW

CIT

Y R

OW

CIT

Y R

OW

CIT

Y R

OW

CIT

Y R

OW

44

4

5

5

5

6

6

6

6

6

7

7

7

7

8

8

8

8

9

9

9

9

9

10

10

11

11

12

12

13

13

14

14

14

15

15

15

16

16

AB

A

104+00 106+00 108+00 110+00 112+00 114+00

ST

A 105

+73.12

PI

BL GULF BAY RD

N0°22'18.15"EN0°01'33.44"E

BL GULF BAY RD

B B

40+0020+00

B B

12+00 32+00

N90°00'00.00"

E

N89°48'09.96"

E

N89°45'30.01"

E

N89°36'48.94"

E

BL

WO

LF

BA

Y

AV

E

BL

PI

NE

WA

Y

BL

PI

NE

BL

VD

END WORK

STA 114+00.00,

BL GULF BAY RD

BL

WO

LF

BA

Y

TE

RR

AC

E

5.013.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50DESIGNER:

2019


SR-180


(INITIAL)

CONTROL PLAN SHEET


OE

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 551

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 551

+00.00

SH

EE

T

NO. 68

MA

TC

HLI

NE

ST

A 566

+00.00

67

PRES ROW PRES ROW

PRES ROW PRES ROW

PRES ROW

CONST LIM

CONST LIM

CONST LIM CONST LIM

CONST LIM

B B>

MO

NE

Y

BA

YO

U

DR

10+00

22+00

N0°01'06.03"

EN0°12'28.52"

W

BEGIN PROJECT

STA 542+00.00

BEGIN WORK

STA 537+00.00

N89°52'41.42"E

BC

BL

SW

EE

TW

AT

ER

DR

N0°27'55.03"

W

17+00

S88°55'36.42"E

> CONST SR-180

N89°49'23.58"E

N0°01'29.07"

E

28+00

B

BL

WH

AR

F

PK

WY

E

BL

CY

PR

ES

S

VI

LL

AG

E

BL

VD

B

> CONST SR-180

END WORK

BL SWEETWATER DR

STA 16+60.81,

END WORK

STA 27+18.25,

VILLAGE BLVD

BL CYPRESS

A

A

A

A

ST

A 542

+49.19

PI

ST

A 547

+25.00

PI

540+00545+00

550+00

11.0

3.2

2.1

3.1

1.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(INTERMEDIATE)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180

BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INTERMEDIATE)

OE

PRES ROW

PRES ROWPRES ROW

PRES ROW

PRES ROW PRES ROW

PRES ROW

CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

N89°49'23.58"E

> CONST SR-180

N0°00'27.37"

W

28+00

BB

L

WI

LLI

AM

SI

LV

ER

S

PK

WY

END WORK

STA 28+71.74,

SILVERS PKWY

BL WILLIAM

555+00 560+00 565+00

2.0

3.0

3.3

3.4

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 581

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 581

+00.00

SH

EE

T

NO. 69

MA

TC

HLI

NE

ST

A 596

+00.00

68

SH

EE

T

NO. 67

MA

TC

HLI

NE

ST

A 566

+00.00

PRES ROWPRES ROW

PRES ROW

CITY ROW CITY ROW

PRES ROW

CITY ROW


CITY ROW

CONST LIM

CONST LIM

CONST LIM CONST LIM

CONST LIM

CONST LIM

N0°02'04.13"

E

38+00

B

> CONST SR-180

N89°49'23.58"E

B

ST

A 575

+74.30

PC

ST

A 576

+74.30

PT

ST

A 577

+97.82

PC

ST

A 578

+97.82

PT

N0°22'00.45"

W

52+00

B C C C CA

A

BL

LI

ND

SE

Y

LN

BL

SPI

NN

AK

ER

WA

Y

BL COMMERCIAL AVEB

END WORK

STA 38+98.75,

BL LINDSEY LN

END WORK

STA 51+21.53,

BL SPINNAKER WAY

570+00 575+00 580+00

SC

E

SCE

3.5

3.6

3.7

3.8

3.9

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(INTERMEDIATE)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

JB

CITY ROW

PRES ROW


CITY ROW

PRES ROW

SP-DT(RT-3)

CONST LIM

CONST LIM

CONST LIM

CONST LIM

ST

A 583

+17.46

PC

ST

A 584

+17.46

PT

C CA

N0°05'18.66"

W

BL

EA

SY

ST

B

72+00

BN0°02'49.08"

W

88+00

N89°49'23.58"E

> CONST SR-180

BL

LA

UD

ER

LN

BL COMMERCIAL AVE

B

STA 71+21.94,

END WORK

BL EAST ST

END WORK

STA 88+91.00,

BL LAUDER LN

585+00 590+00 595+00

SC

E

4.0

4.1 4.2

4.3

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 611

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 611

+00.00

SH

EE

T

NO. 70

MA

TC

HLI

NE

ST

A 626

+00.00

69

SH

EE

T

NO. 68

MA

TC

HLI

NE

ST

A 596

+00.00

SHEET NO. 72


CIT

Y R

OW

CIT

Y R

OW

CITY ROW CITY ROW

PRES ROWPRES ROW

CITY ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

CONST LIM

CO

NS

T

LI

M

CONST LIM

CONST LIM

CONST LIMCONST LIM

CONST LIM

N89°49'23.58"E

> CONST SR-180

BN0°20'08.05"

W

118+00

BL

GU

LF

BA

Y

RD

BL

CA

NA

L

SQ

UA

RE

LN

BL COMMERCIAL AVE

B

END WORK

STA 118+91.00,

SQUARE LN

BL CANAL

B

102+00

N0°22'18.15"

E

600+00 605+00 610+00

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(INTERMEDIATE)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

CITY ROW

PRES ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

CONST LIM

CONST LIM

CONST LIMCONST LIM

CONST LIM CONST LIM

B

122+00

N0°03'45.60"

WB

N89°49'23.58"E

> CONST SR-180

BL

OA

K

ST

BL COMMERCIAL AVE

STA 121+22.92,

END WORK

BL OAK ST

615+00 620+00 625+006.0 7.0

7.1

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 641

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 641

+00.00

SH

EE

T

NO. 71

MA

TC

HLI

NE

ST

A 656

+00.00

70

SH

EE

T

NO. 69

MA

TC

HLI

NE

ST

A 626

+00.00

1

2


PRES ROWPRES ROW

PRES ROWPRES ROW

CONST LIM

CONST LIM CONST LIM

CONST LIMCONST LIM

CONST LIM

N0°23'25.10"

EB

N89°49'23.58"E

> CONST SR-180

BL

CY

PR

ES

S

ST

STA 141+08.23,

END WORK

BL CYPRESS ST

142+00

630+00 635+00 640+00

SC

E

9.0

8.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(INTERMEDIATE)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

PRES ROW

PRES ROW

PRES ROW

PRES ROW PRES ROW

PRES ROW

PRES ROW CITY ROW

CITY ROW

PRES ROW

PRES ROW

CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

> CONST SR-180

N89°49'23.58"E

> CONST SR-180N69°

23'15.63

"E

C

A

ST

A 643

+40.82

PC

ST

A 653

+62.59

PT

ST

A 648

+57.19

PI

C

655+00

645+00

650+00

SCE

10.0

CONC SW

MET

SG

MET

SG

TANK

BURIEDTANK

BURIED

1-S-B

R-B

US

PR

ES

RO

W

PRES ROW

PRES ROWPRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

PRES ROW

PR

ES

RO

W

CONST LIM

CONST LIM

N69°23'15.63"E

> CONST SR-180

END PROJECT

STA 664+68.43

C

C

A

B

ST

A 662

+85.41

PC

ST

A 670

+03.07

PT

ST

A 666

+48.52

PI

88+00

STA 668+00.00

END WORK660+00660+00

665+00

670+00

12.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(INTERMEDIATE)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

71

SH

EE

T

NO. 70

MA

TC

HLI

NE

ST

A 656

+00.00

72

SH

EE

T

NO. 69

MA

TC

HLI

NE

ST

A 102

+50.00

BL

GU

LF

BA

Y

RD

CITY ROW

CITY ROW

CITY ROW

CITY ROW

CITY ROWCITY ROW

CIT

Y R

OW

CIT

Y R

OW

CIT

Y R

OW

CIT

Y R

OW

CONST LIM CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

AB

A

104+00 106+00 108+00 110+00 112+00 114+00

ST

A 105

+73.12

PI

BL GULF BAY RD

N0°22'18.15"EN0°01'33.44"E

BL GULF BAY RD

B B

40+0020+00

B B

12+00 32+00

N90°00'00.00"

E

N89°48'09.96"

E

N89°45'30.01"

E

N89°36'48.94"

E

BL

WO

LF

BA

Y

AV

E

BL

PI

NE

WA

Y

BL

PI

NE

BL

VD

END WORK

STA 114+00.00,

BL GULF BAY RD

BL

WO

LF

BA

Y

TE

RR

AC

E

5.013.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(INTERMEDIATE)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 551

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 551

+00.00

SH

EE

T

NO. 74

MA

TC

HLI

NE

ST

A 566

+00.00

73

B B>

MO

NE

Y

BA

YO

U

DR

10+00

22+00

N0°01'06.03"

EN0°12'28.52"

W

BEGIN PROJECT

STA 542+00.00

BEGIN WORK

STA 537+00.00

N89°52'41.42"E

BC

BL

SW

EE

TW

AT

ER

DR

N0°27'55.03"

W

17+00

S88°55'36.42"E

> CONST SR-180

N89°49'23.58"E

N0°01'29.07"

E

28+00

B

BL

WH

AR

F

PK

WY

E

BL

CY

PR

ES

S

VI

LL

AG

E

BL

VD

B

> CONST SR-180

END WORK

BL SWEETWATER DR

STA 16+60.81,

END WORK

STA 27+18.25,

VILLAGE BLVD

BL CYPRESS

A

A

A

A

ST

A 542

+49.19

PI

ST

A 547

+25.00

PI

540+00545+00

550+00

PRES ROW PRES ROW

PRES ROW PRES ROW

PRES ROW

11.0

3.2

2.1

3.1

1.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(FINAL)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180

BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (FINAL)

OE

N89°49'23.58"E

> CONST SR-180

N0°00'27.37"

W

28+00

BB

L

WI

LLI

AM

SI

LV

ER

S

PK

WY

END WORK

STA 28+71.74,

SILVERS PKWY

BL WILLIAM

555+00 560+00 565+00

PRES ROW

PRES ROWPRES ROW

PRES ROW

PRES ROW PRES ROW

PRES ROW

2.0

3.0

3.3

3.4

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 581

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 581

+00.00

SH

EE

T

NO. 75

MA

TC

HLI

NE

ST

A 596

+00.00

74

SH

EE

T

NO. 73

MA

TC

HLI

NE

ST

A 566

+00.00

N0°02'04.13"

E

38+00

B

> CONST SR-180

N89°49'23.58"E

B

ST

A 575

+74.30

PC

ST

A 576

+74.30

PT

ST

A 577

+97.82

PC

ST

A 578

+97.82

PT

N0°22'00.45"

W

52+00

B C C C CA

A

BL

LI

ND

SE

Y

LN

BL

SPI

NN

AK

ER

WA

Y

BL COMMERCIAL AVEB

END WORK

STA 38+98.75,

BL LINDSEY LN

END WORK

STA 51+21.53,

BL SPINNAKER WAY

570+00 575+00 580+00

PRES ROWPRES ROW

PRES ROW

CITY ROW CITY ROW

PRES ROW

CITY ROW


CITY ROW

3.5

3.6

3.7

3.8

3.9

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(FINAL)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

ST

A 583

+17.46

PC

ST

A 584

+17.46

PT

C CA

N0°05'18.66"

W

BL

EA

SY

ST

B

72+00

BN0°02'49.08"

W

88+00

N89°49'23.58"E

> CONST SR-180

BL

LA

UD

ER

LN

BL COMMERCIAL AVE

B

STA 71+21.94,

END WORK

BL EAST ST

END WORK

STA 88+91.00,

BL LAUDER LN

585+00 590+00 595+00

JB

CITY ROW

PRES ROW


CITY ROW

PRES ROW

4.0

4.1 4.2

4.3

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 611

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 611

+00.00

SH

EE

T

NO. 76

MA

TC

HLI

NE

ST

A 626

+00.00

75

SH

EE

T

NO. 74

MA

TC

HLI

NE

ST

A 596

+00.00

SHEET NO. 78


N89°49'23.58"E

> CONST SR-180

BN0°20'08.05"

W

118+00

BL

GU

LF

BA

Y

RD

BL

CA

NA

L

SQ

UA

RE

LN

BL COMMERCIAL AVE

B

END WORK

STA 118+91.00,

SQUARE LN

BL CANAL

B

102+00

N0°22'18.15"

E

600+00 605+00 610+00

CONST LIM

CO

NS

T

LI

M

CONST LIM

CONST LIM

CONST LIMCONST LIM

CONST LIM

CIT

Y R

OW

CIT

Y R

OW

CITY ROW CITY ROW

PRES ROWPRES ROW

CITY ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(FINAL)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

B

122+00

N0°03'45.60"

WB

N89°49'23.58"E

> CONST SR-180

BL

OA

K

ST

BL COMMERCIAL AVE

STA 121+22.92,

END WORK

BL OAK ST

615+00 620+00 625+00

CONST LIM

CONST LIM

CONST LIMCONST LIM

CONST LIM CONST LIM

CITY ROW

PRES ROW

PRES ROWPRES ROW

PRES ROWPRES ROW

6.0 7.0

7.1

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 641

+00.00

THI

S

SH

EE

T

MA

TC

HLI

NE

ST

A 641

+00.00

SH

EE

T

NO. 77

MA

TC

HLI

NE

ST

A 656

+00.00

76

SH

EE

T

NO. 75

MA

TC

HLI

NE

ST

A 626

+00.00

N0°23'25.10"

EB

N89°49'23.58"E

> CONST SR-180

BL

CY

PR

ES

S

ST

STA 141+08.23,

END WORK

BL CYPRESS ST

142+00

630+00 635+00 640+00

1

2


PRES ROWPRES ROW

PRES ROWPRES ROW

9.0

8.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(FINAL)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

> CONST SR-180

N89°49'23.58"E

> CONST SR-180N69°

23'15.63

"E

C

A

ST

A 643

+40.82

PC

ST

A 653

+62.59

PT

ST

A 648

+57.19

PI

C

655+00

645+00

650+00

PRES ROW

PRES ROW

PRES ROW

PRES ROW PRES ROW

PRES ROW

PRES ROW CITY ROW

CITY ROW

PRES ROW

PRES ROW

10.0

N69°23'15.63"E

> CONST SR-180

END PROJECT

STA 664+68.43

C

C

A

B

ST

A 662

+85.41

PC

ST

A 670

+03.07

PT

ST

A 666

+48.52

PI

88+00

STA 668+00.00

END WORK660+00660+00

665+00

670+00

#16

#1

1-S-B

R-B

US

MET

SG

MET

SG

TANK

BURIEDTANK

BURIED

CONST LIM

CONST LIM

PR

ES

RO

W

PRES ROW

PRES ROWPRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PRES ROW

PR

ES

RO

W

PRES ROW

PR

ES

RO

W

12.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(FINAL)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE

77

SH

EE

T

NO. 76

MA

TC

HLI

NE

ST

A 656

+00.00

78

SH

EE

T

NO. 75

MA

TC

HLI

NE

ST

A 102

+50.00

BL

GU

LF

BA

Y

RD

AB

A

104+00 106+00 108+00 110+00 112+00 114+00

ST

A 105

+73.12

PI

BL GULF BAY RD

N0°22'18.15"EN0°01'33.44"E

BL GULF BAY RD

B B

40+0020+00

B B

12+00 32+00

N90°00'00.00"

E

N89°48'09.96"

E

N89°45'30.01"

E

N89°36'48.94"

E

BL

WO

LF

BA

Y

AV

E

BL

PI

NE

WA

Y

BL

PI

NE

BL

VD

END WORK

STA 114+00.00,

BL GULF BAY RD

BL

WO

LF

BA

Y

TE

RR

AC

E

CONST LIM CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIM

CONST LIMCITY ROW

CITY ROW

CITY ROW

CITY ROW

CITY ROWCITY ROW

CIT

Y R

OW

CIT

Y R

OW

CIT

Y R

OW

CIT

Y R

OW

5.013.0

DATE: DATE: DATE:


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


PROJECT NO

REFERENCE

YEAR

FISCAL

NO

SHEET

000

HORIZ (FEET)SCALE

50 50

(FINAL)

CONTROL PLAN SHEET


DESIGNER:

2019


SR-180


OE


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.

2019



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.

20182019


CONSTRUCTION BEST MANAGEMENT PRACTICES PLANalletting.dot.state.al.us/CBMPP/2019 CBMPP Files/June...

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