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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
ALDOT CBMPP Version December 2016
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 CBMPP Version February 2018
ALDOT CBMPP Version December 2016
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]
ALDOT CBMPP Version February 2018
ALDOT CBMPP Version December 2016
I.a. ADEM NPDES Notice of Intent
ALDOT CBMPP Version February 2018
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
ALDOT CBMPP Version December 2016
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
ALDOT CBMPP Version February 2018
ALDOT CBMPP Version December 2016
I.c. Soil Properties
ALDOT CBMPP Version February 2018
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.
Soil Map—Baldwin County, Alabama
Natural ResourcesConservation Service
Web Soil SurveyNational Cooperative Soil Survey
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%
Soil Map—Baldwin County, Alabama
Natural ResourcesConservation Service
Web Soil SurveyNational Cooperative Soil Survey
9/13/2018Page 3 of 3
ALDOT CBMPP Version December 2016
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
ALDOT CBMPP Version February 2018
ALDOT CBMPP Version December 2016
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
ALDOT CBMPP Version February 2018
ALDOT CBMPP Version December 2016
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
ALDOT CBMPP Version February 2018
ALDOT CBMPP Version February 2018
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
WITH SUMP EXCAVATION
12.375 NONE 0 82.38%
5.0ROCK DITCH CHECK
WITH SUMP EXCAVATION
55 SILT FENCE 23.625 NONE 0 78.63%
6.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%
7.0 SILT FENCE 70INLET
PROTECTION, WATTLE
13.05 NONE 0 83.05%
8.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%
9.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%
10.0 GRASS DITCH 50 SILT FENCE 26.25ROCK DITCH CHECK
WITH SUMP EXCAVATION
9.796875 86.05%
11.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%
12.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%
13.0 GRASS DITCH 50 SILT FENCE 26.25 NONE 0 76.25%
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
WITH SUMP EXCAVATION
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
WITH SUMP EXCAVATION
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:
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
000
HORIZ (FEET)SCALE
50 50DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)
(INITIAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
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:
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
000
HORIZ (FEET)SCALE
50 50DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)
(INITIAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
OE
CITY ROW
PRES ROW
PRES ROW PRES ROWPRES 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:
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
000
HORIZ (FEET)SCALE
50 50DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)
(INITIAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
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:
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
000
HORIZ (FEET)SCALE
50 50DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)
(INITIAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
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:
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
000
HORIZ (FEET)SCALE
50 50DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)
(INITIAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
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:
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
000
HORIZ (FEET)SCALE
50 50DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INITIAL)
(INITIAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
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:
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
000
HORIZ (FEET)SCALE
50 50
(INTERMEDIATE)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
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
PRES ROW PRES ROWPRES ROW PRES 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:
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
000
HORIZ (FEET)SCALE
50 50
(INTERMEDIATE)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INTERMEDIATE)
OE
JB
CITY ROW
PRES ROW
PRES ROW PRES ROWPRES 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
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
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:
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
000
HORIZ (FEET)SCALE
50 50
(INTERMEDIATE)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INTERMEDIATE)
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 ROW
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:
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
000
HORIZ (FEET)SCALE
50 50
(INTERMEDIATE)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INTERMEDIATE)
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:
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
000
HORIZ (FEET)SCALE
50 50
(INTERMEDIATE)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INTERMEDIATE)
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:
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
000
HORIZ (FEET)SCALE
50 50
(INTERMEDIATE)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (INTERMEDIATE)
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:
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
000
HORIZ (FEET)SCALE
50 50
(FINAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
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
PRES ROW PRES ROWPRES ROW PRES ROW
CITY ROW
3.5
3.6
3.7
3.8
3.9
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
000
HORIZ (FEET)SCALE
50 50
(FINAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (FINAL)
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
PRES ROW PRES ROWPRES 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
MATCHLINE STA 102+50.00 BL GULF BAY RD
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:
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
000
HORIZ (FEET)SCALE
50 50
(FINAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (FINAL)
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 ROW
PRES ROWPRES ROW
PRES ROWPRES ROW
9.0
8.0
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
000
HORIZ (FEET)SCALE
50 50
(FINAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (FINAL)
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:
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
000
HORIZ (FEET)SCALE
50 50
(FINAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (FINAL)
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:
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
000
HORIZ (FEET)SCALE
50 50
(FINAL)
CONTROL PLAN SHEET
EROSION AND SEDIMENT
DESIGNER:
2019
SUPERVISOR: RESPONSIBLE PE:
SR-180
BP-ST-002-180-016EROSION AND SEDIMENT CONTROL PLAN SHEET (FINAL)
OE
ALDOT CBMPP Version December 2016
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 CBMPP Version February 2018
ALDOT CBMPP Version December 2016
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 CBMPP Version February 2018
ALDOT CBMPP Version December 2016
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
ALDOT CBMPP Version February 2018