Atch_1_SOW_Revised_6_14_22.pdf

Gulf Islands National Seashore Ocean Springs, Mississippi

STATEMENT OF WORK:

Cyclic Asphalt Overlay Recreational and Administrative Roads and Compound area in Mississippi District

PMIS #182502 PEPC #39165

DATED: July 2021 (Revised 06/14/2022)

NATIONAL PARK SERVICE

STATEMENT OF WORK (SOW)

SOW Format

1. Background

2. Objectives

3. Place of performance

4. Period of performance

5. Scope

6. Safety

7. Tasks

8. Delivery

9. Government-Furnished Property {GFP)

10. Security Considerations

11. Special Material Requirements

12. Other Unique Requirements and Considerations

13. Quality Assurance Requirement

14. Project Personnel

15. Invoices and Payments

1. BACKGROUND

Gulf Islands National Seashore (GUIS) is a unit of the National Park Service and Is head quartered In Gulf Breeze, FL. Davis Bayou Area is located in the Mississippi D1stnct of Gulf Islands National Seashore.

2. OBJECTIVES:

The work of this contract consists of providing all labor, equipment supervision and materials to accomplish a 1-inch asphalt overlay of approximately 8,875 square yards of existing pavement with added shoulder support where needed resulting in a safe, smooth driving and parking surface, in the Davis Bayou campground. Transitions will be milled for a smooth transition. This will need several small areas repaired full depth, cracks cleaned and sealed before applying tack coat and 1-inch overlay. Boat Launch Road will require several small areas repaired full depth, cracks cleaned and sealed before applying a surface seal of approximately 2,500 square yards. Government Boat Dock Road will require several small areas repaired full depth, cracks cleaned and sealed before applying a surface seal of approximately 1,500 square yards. Maintenance Compound will require several small areas repaired full depth, cracks cleaned and sealed before applying a surface seal of approximately 5,000 square yards.

3. PLACE OF PERFORMANCE:

Gulf Islands National Seashore, Davis Bayou Area, 3500 Park Road, Ocean Springs, MS 39564.

4. PERIOD OF PERFORMANCE:

All work specified herein shall commence after the notice to proceed is received from the Contracting Officer and completed with-in a 4-month (120 day) period.

5. SCOPE:

In accordance with the terms and conditions herein, the prime contractor or his sub-contractors shall perform the work of this contract for the National Park Service (NPS)

The contractor will complete the following items:

1. Contractor will provide all material, equipment, parts, and labor required to perform all of the work in this contract:

1. All equipment, material and waste removed or generated by work of this contract shall be properly disposed of off-site by the contractor.

2. Contractor shall verify the quantity of materials needed to complete the task Identified in this

SOW.

3. Contractor will provide a work site and environment that is safe for employees, visitors to the park, and NPS staff. If needed, the work area will be cordon off and secure.

4. All work will be performed Monday through Friday from 7:00 am until 3:30 pm. No work will be performed on weekends or federal holidays without prior approval.

5. Contractor employee parking and equipment storage areas will be designated by the park. No company signs shall be installed on government property. Smoking and eating will be performed in areas designated by the park.

6. Employees shall always wear appropriate Personal Protective Equipment (PPE) clothing.

7. Contractors will notify NPS staff of scheduled site visits to ensure access to secure areas.

8. The Davis-Bacon Act applies for this contract.

6. SAFETY:

All work performed on government property will be accomplished in accordance with OSHA, EPA, Federal, State and local regulations and requirements. Prior to starting work on government property, the contractor will submit to Gulf Islands National Seashore for approval a copy of their company safety plan pertaining to this particular contract. Although not all inclusive, the safety plan must address at a minimum the following areas:

1. Heavy equipment operations (if required)

2. Fall Protection Plan

3. Public/visitor safety (barriers/signage, etc...)

4. Traffic safety plan (if required)

5. Trenching/sloping of soil (if required)

6. Personal protective equipment to be used

7. Hazardous materials (HAZMAT) to be used

a. Copies of Safety Data Sheets (SOS) must be provided to the park

b. Storage of HAZMAT

8. Emergency response protocols

9. Personnel training requirements

10. OSHA DART rate

a. OSHA 300A Summary for last three years

Contractor shall use "green" products whenever possible, and all HAZMAT must be pre-approved for use by the GUIS Collateral Duty Safety Coordinator. The contractor will be responsible for the safety and security of the site to ensure unauthorized personnel (park visitors & employees) do not enter the construction area.

7. TASKS:

COMMUNICATION

1. Contractor SHALL notify the Contracting Officer's Representative (COR) between 7:00 and 7·15 AM on the morning work will be performed or inform the COR why services cannot be performed that day. The COR is Ernest Echoles and can be reached at (228)-323-5356.

2. Work shall be performed during daylight hours between 7:00 AM and 3:30 PM, Monday through Friday, as per the established schedule. Weekend and holiday work will not be permitted, unless due to inclement weather, equipment problems, etc. or with the prior approval by the NPS COR or Contracting Specialist.

3. Schedule changes MUST be cleared through the COR or Contracting Officer.

SPECIFIC REQUIREMENTS

All work must meet U.S. Department of Transportation, Federal Highway Administration, Federal Lands Highway (FP-14) Specifications. Parking lot striping must meet ADA-ABMS requirements.

Contractor must confirm all measurements.

GERERAL PROVISIONS

This work area is located within the Davis Bayou Area of Gulf Islands National Seashore

1. Davis Bayou Campground:

a. Full Depth Repair (FDR) of up-heaved and depressions of approximately 1500 square yards as marked by the NPS staff (see attachment). Place new asphalt in 2 equal lifts.

b. Compact FDR work to ensure a solid sub-base.

c. Apply tack coat to bond to existing pavement and between FDR asphalt lifts.

d. Clean and seal approximately 7,500 linear feet of existing cracks

e. Provide smooth milled transitions at beginning of project and adjacent to existing concrete or facilities to allow for drainage and mitigate tripping hazards.

f. Provide approximately 8,875 square yards of 1-inch hot mix asphalt overlay of existing roadway and campsites

g. Compact all asphalt to a minimum of 92-percent.

h. Provide approximately 10,650 linear feet aggregate topsoil with a maximum 1:3 slope from asphalt to existing topography along roadway and campsites as marked by the NPS staff (see attachment).

i. Reestablish turf to disturbed areas with a seed mix approved by the COR.

j. Remove and replace 52 wheel stops with 8’ Recycled Plastic Truck Block Wheel Stop –

Black. The installation location determined by the COR.

k. Reapply approximately 140 linear feet of 4-inch thermo plastic type “H” striping to all existing pavement markings. Contractor Is responsible for recording all existing pavement markings with sufficient detail (color, lengths, widths, symbols, and/or letters, etc.) prior to asphalt work/repairs. All pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD).

l.

2. Boat Launch Road:

a. Full Depth Repair (FDR) of up-heaved and depressions of approximately 25 square yards as marked by the NPS staff (see attachment)

b. Compact FDR work to ensure a solid sub-base.

c. Provide tack coat in between FDR asphalt lifts.

d. Clean and seal approximately 1,940 linear feet of existing cracks

e. Provide and apply approximately 2,500 square yards of Surface sealer

f. Reapply approximately 4,050 linear feet of 4-inch thermo plastic type “H” striping to all existing pavement markings. Contractor Is responsible for recording all existing pavement markings with sufficient detail (color, lengths, widths, symbols, and/or letters, etc.) prior to asphalt work/repairs. All pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD).

3. Government Boat Dock Road:

a. Full Depth Repair (FDR) of up-heaved and depressions of approximately 55 square yards as marked by the NPS staff (see attachment). Place new asphalt in 2 equal lifts.

b. Clean and seal approximately 1,945 linear feet of existing cracks

c. Provide and apply approximately 1,500 square yards of Surface sealer

d. Reapply approximately 2,700 linear feet of 4-inch thermo plastic type “H” striping to all existing pavement markings. Contractor Is responsible for recording all existing pavement markings with sufficient detail (color, lengths, widths, symbols, and/or letters, etc.) prior to asphalt work/repairs. All pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD).

4. Maintenance Compound:

a. Full Depth Repair (FDR) of up-heaved and depressions of approximately 30 square yards as marked by the NPS staff (see attachment). Place new asphalt in 2 equal lifts.

b. Clean and seal approximately 1,948 of existing cracks

c. Provide and apply approximately 5,000 square yards of Surface sealer

d. Reapply approximately 1,750 linear feet of 6-inch thermo plastic type “H” striping to all existing pavement markings. Contractor Is responsible for recording all existing pavement markings with sufficient detail (color, lengths, widths, symbols, and/or letters, etc.) prior to asphalt work/repairs. All pavement markings shall comply with Manual on Uniform Traffic Control Devices (MUTCD).

WEATHER

Contractor shall notify the COR by 7:00 AM of any intention to cancel work for the day due to weather.

8. DELIVERY:

All deliverables required to complete this project will be delivered by the contractor.

1. All labor, materials, tools and equipment to provide asphalt overlay.

2. All labor, materials, tools and equipment to reapply striping to current parking areas.

3. All labor, materials, tools and equipment to provide pavement shoulder support.

4. All labor, materials, tools and equipment to provide Full Depth Repairs.

5. All labor, materials, tools and equipment to provide crack sealing.

6. All labor, materials, tools and equipment to provide surface seal.

7. All labor, materials, tools and equipment to provide temporary traffic control.

8. Provide an Engineer’s Estimate with the proposal for each of the work areas listed under

General Provisions.

9. Safety Plan.

10. Proof of insurance

9. GOVERNMENT-FURNISHED PROPERTY, MATERIAL ' EQUIPMENT ' OR INFORMATION (GFP, GFM, GFE, OR GFI):

None.

10. SECURITY:

The information developed under this Statement of Objectives is the property of the U.S.

Government and shall be kept in strict confidence. Proprietary or copyrighted material may not be included into the contract information CDs unless otherwise approved in writing by the Contracting Specialist.

11. SPECIAL MATERIAL REQUIREMENTS:

1. DEFINITIONS:

a. Asphalt Crack Seal: A mixture of materials that will form a resilient and adhesive compound capable of effectively sealing cracks in asphalt against infiltration of moisture throughout the repeated cycles of expansion and contraction with temperature changes and will not flow from crack or be picked up by vehicle tires at ambient temperatures as defined in ASTM D6690

b. Asphalt Seal Coat· Application of a thin layer of bituminous material (emulsified asphalt) on an existing surface to form a continuous watertight barrier.

2. REQUIREMENTS:

a. The Contractor shall comply with the manufacturer's specifications and recommendations for cleaning, primer coats, temperature restrictions, application methods, and curing time.

3. DESCRIPTION OF BID ITEM: "Crack Seal"

GENERAL: Contractor shall provide all materials, equipment, and labor to complete the work as described herein.

Crack seal work includes:

a) Preparing the existing asphalt surface by cleaning it free of loose material, dirt, vegetation, dust, and debris.

b) Cleaning and filling all cracks 1/8-inch or larger in the existing asphalt using approved asphalt crack seal material. Crack seal asphalt repair shall include the joints between asphalt and concrete pavement sections. Cracks 1/2-inch and 1 ½ inches wide shall be filled with clean and dry sand prior to applying crack seal material. Cracks larger 1 ½ inches shall be filled with mastic.

4. MATERIAL:

a. Crack seal material shall meet the requirements of ASTM D6690 Table 1.3.

5. PREPARATION:

The crack and surface area for at least 6-inches on both sides of the crack shall be cleaned of foreign matter and loosened particles with compressed air to a depth of twice the crack width. Cleaning shall be performed using a hot compressed air lance. This lance shall be used to dry and warm the adjacent asphalt immediately prior to sealing. Direct flame dryers shall not be used. Follow the guidelines in the appendix of ASTM D6690 and those published by the manufacturer.

6. APPLICATION/INSTALLATION:

a. All cracks with a width larger than 1/8-inch and less than 1/2-inch shall be filled with hot poured Joint and crack sealant flush with the pavement surface.

b. Immediately after filling the crack, any excess sealant shall be leveled off to within 1 /8-inch below pavement surface by squeegee, a shoe attached to the applicator wand, or other suitable means approved by the COR. The squeegee shall be centered on the crack. Excess material on either side of the crack shall not exceed 3-inches in width or 1/16-inch in depth.

c. Sealant material picked up or pulled out after being placed shall be replaced by the Contractor at no expense to the Government. The Contractor shall have blotter material available on the project in the event it is required to prevent tracking or pulling. It must be placed in high traffic areas and drives to parking areas. If required, blotter material shall be approved by NPS and placed at the Contractor's expense.

d. All cracks 1/2-inch and larger in width shall be filled with clean sand to a point approximately 1/2 to 1/4-inch below the adjacent pavement surface and tamped lightly with a steel rod or piece of rebar to reduce any voids in the sand. Apply crack seal over the top of the sand and along the crack surface as described above.

e. Application Temperature:

1. The face of the crack shall be dry. The air and pavement temperature shall both be at or above 50⁰F and rising at the time of crack seal application unless otherwise authorized by the COR.

2. The temperature of the sealant material shall be in accordance with the manufacturer's recommendations. The heating equipment shall be equipped with a calibrated thermometer capable of ±5 F accuracy from 200⁰F to 600⁰F unless otherwise the authorized by the COR. This thermometer shall be located so the Inspector can safely check the temperature of the sealant material. Overheating of the material will not be permitted.

3. The cracks and surface must be completely dry prior to any application. A minimum of three days of dry weather must have occurred just prior to application. If three days of 9 dry weather cannot be obtained, the crack must be thoroughly dried and accepted by the COR.

Seal Coat work includes:

a. Cleaning entire surface and cracks 1/8-inch wide or less of loose sand, dust rock, mud, and all other debris.

b. Applying asphalt seal coat over the existing asphalt pavement surface.

7. PREPARATION:

a. Treat existing asphalt cracks and asphalt repairs and as prescribed in previous sections. Do not install seal coat until crack seal treatment and new asphalt sections have completely cured.

b. The entire asphalt surface shall be free of debris, particles, gravel, dirt, and dust. Parking blocks shall be removed as well and reinstalled after seal coat. The area shall be swept clean using hand brooms, through the use of approved mechanical sweepers, or compressed air equipment. The surface shall be dry at the time of application of seal coat materials. Direct flame dryers shall not be used. Water flushing hall not be used in areas where cracks are present. Follow the guidelines in the appendix of ASTM D6690 and those published the manufacturer.

c. After any crack seal treatments and before applying seal coat, clean the existing pavement surface, including the removal of oil and grease spots. If cleaning pavements with detergents, thoroughly rinse with water, and allow surface to dry completely prior to applying seal coat.

d. If after cleaning existing surface oil and grease spots remain, use an oil seal primer and apply per manufacturer’s instructions. Oil seal primer shall be applied uniformly and at a constant rate per square yard to areas where residual oils petroleum grease, and gasoline are visibly noticeable after surface preparation.

e. Cover all manholes (sewer and storm covers), valves, hydrants, drains and other objects that do not need to be sealed.

8. APPLICATION/INSTALLATION:

a. Place seal when coat when ambient air and pavement temperature are both at or above

60⁰F and rising and when the relative humidity is less than 75 percent unless authorized by the COR.

b. The asphalt seal coat material shall be installed at a minimum depth of 1/8-inch over the entire asphalt pavement area. Mix and install in accordance with manufacturer’s instructions. Cracks and voids shall be filled as much as possible to ensure an even smooth finish surface.

c. The Contractor shall allow a minimum 24-hour cure time prior to sweeping up excess chips.

All excess chips shall be cleaned up and properly disposed.

d. Reinstall parking blocks in the same locations after seal coat is completely cured/dried.

12. OTHER UNIQUE REQUIREMENTS:

All closures must be coordinated with the COR or CO at least two weeks before closure begins. All work must be completed in a timely manner as to reduce duration of closures. Roadway must remain passable to allow government employees access to maintenance compound.

Measure shall be put in place to prevent spills of crack seal, asphalt, and sealcoat materials from entering storm drains or other pathways to water located at the Davis Bayou Area. All crack seal, asphalt, and sealcoat materials shall be stored away from storm drains or other pathways to water.

Parking lot striping must meet ADA-ABAAS requirements

All work must meet U S Department of Transportation, Federal Highway Administration Federal Lands Highway (FP-14) Specifications to include but not limited to the following:

1. Section 313. —AGGREGATE-TOPSOIL COURSE

2. Section 401. —ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX DESIGN METHOD

3. Section 410. —SLURRY SEAL

4. Section 412. —ASPHALT TACK COAT

5. Section 413. —ASPHALT PAVEMENT MILLING

6. Section 414. —ASPHALT PAVEMENT CRACK SEALING AND FILLING

7. Section 418. —ASPHALT CONCRETE PAVEMENT PATCHING

8. Section 624. — TOPSOIL

9. Section 625. — TURF ESTABLISHMENT

10. Section 634. — PERMANENT PAVEMENT MARKINGS

11. Section 635. — TEMPORARY TRAFFIC CONTROL

Chapter 5. Parking Spaces (access-board gov)

The term "parking facility" is used Section 208.2 instead of the term “parking lot” so that it is clear that both parking lots and parking structures are required to comply with this section. The number of parking spaces required to be accessible is to be calculated separately for each parking facility: the required number is not to be based on the total number of parking spaces provided in all of the parking facilities provided on the site.

For every six or fraction of six parking spaces required by 208.2 to comply with 502, at least one shall be a van parking space complying with 502.

Car parking spaces shall be 96 inches (2440 mm) wide minimum and van parking spaces shall be 132 inches (3350 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with 502.3

EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where the access aisle is 96 inches (2440 mm) wide minimum.

Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle.

Parking spaces complying with 502 that serve a particular building or facility shall be located on the shortest accessible route from parking to an entrance complying with 206.4. Where parking serves more than one accessible entrance, parking spaces complying with 502 shall be dispersed and located on the shortest accessible route to the accessible entrances. In parking facilities that do not serve a particular building or facility, parking spaces complying with 502 shall be located on the shortest accessible route to an accessible pedestrian entrance of the parking facility.

EXCEPTIONS: All van parking spaces shall be permitted to be grouped on one level within a multi-story parking facility.

Parking spaces shall be permitted to be located in different parking facilities if substantially equivalent or greater accessibility is provided in terms of distance from an accessible entrance or entrances, parking fee, and user convenience.

Total number of parking spaces & minimum number of accessible parking spaces:

1 to 25 =1 accessible

26-50 =2 accessible

Accessible spaces must be identified by signs with the International Symbol of Accessibility (ISA) (§703.7.2.1). Signs identifying van spaces must include the term "van accessible." This designation is informative and does not restrict use of such spaces to van users only. No other text or content is required by the Standards.

Signs must be at least 60-inches high measured to the bottom edge so that they are visible while vehicles are parked in a space. Signs can be on posts, or where feasible, on walls or suspended from ceilings (an 80-inch minimum headroom clearance is required at signs suspended from ceilings above circulation paths (§307.4)). ISA designations on the parking surface, even if required by a state or local government, cannot substitute for above-ground sings that remain visible at all times.

State or local codes and regulations may address other sign characteristics including size color, and additional content, such as "reserved" or violation fines, but the ABA Standards do not.

NPS will install and/or replace any signage.

13.QUALITY ASSURANCE REQUIREMENT:

The contractor shall develop and maintain a quality control program to ensure services are performed in accordance with commonly accepted commercial practices The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. As a minimum the contractor shall develop quality control procedures addressing the critical areas identified in this statement of work. The government will penod1cally evaluate the contractor's performance in accordance with the statement of work.

Prior to issuance of Notice to Proceed, the Contractor shall be required to submit to the CO/COR the following items (Electronic submission in PDF or MS Office format IS acceptable)

1. Safety Plan

2. Proof of Insurance

14.PROJECT PERSONNEL:

Contracting Officer (CO):

E. Andre Ward, Email: andre_ward@nps.gov, PH: 850-232-4630

Contracting Officer Representative (COR):

Ernest Echoles

Facility manager

C: 228-323-5356

Email: ernest_echoles@nps.gov

Chief of Facility Management (CFM):

Gary Stansberry

Chief of Facilities

0: 850-934-2610

C: 850-232-3625

Email· gary_stansberry@nps.gov

15. INVOICES AND PAYMENTS:

52.232-1 PAYMENTS (APR 1984)

The Government shall pay the Contractor, upon the submission of proper invoices or vouchers, the prices stipulated in this contract for supplies delivered and accepted or services rendered and accepted, less any deductions provided in this contract. Unless otherwise specified in this contract, payment shall be made on partial deliveries accepted by the Government if-

(a) The amount due on the deliveries warrants it; or

(b) The Contractor requests it and the amount due on the deliveries is at least $1,000 or 50 percent of the total contract price.

(End of clause)

Adjustment for Inadequate Performance

• Well maintained buildings are the National Park Service's goals. Routine inspection shall be performed to minimize work improperly performed. Such inspections are designed only to assure that the NPS pays only for those services, which have been specified, and adequately completed by the contractor.

• In the event the contractor falls to successfully perform the required work. The National Park Service has the right to withhold partial payment.

mailto:gary_stansberry@nps.gov

16. PHOTOS:

ADA-ABAAS requirements:

Total Number of Minimum Number of

Parking Spaces Provided in Parking Facility Required accessible Parking Spaces

1 to 25 1

26 to 50 2

51 to 75 3

76 to 100 4

101 to 150 5

151 to 200 6

201 to 300 7

301 to 400 8

401 to 500 9

501 to 1000 2 percent of total

1001 and over

20, plus 1 for each 100, or fraction thereof, over

The term "parking facility" is used Section 208.2 instead of the term "parking lot" so that it is clear that both parking lots and parking structures are required to comply with this section. The number of parking spaces required to be accessible is to be calculated separately for each parking facility; the required number is not to be based on the total number of parking spaces provided in all of the parking facilities provided on the site.

For every six or fraction of six parking spaces required by 208.2 to comply with 502, at least one shall be a van parking space complying with 502.

Car parking spaces shall be 96 inches (2440 mm) wide minimum and van parking spaces shall be 132 inches (3350 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with 502.3.

EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where the access aisle is 96 inches (2440 mm) wide minimum.

Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle.

Parking spaces complying with 502 that serve a particular building or facility shall be located on the shortest accessible route from parking to an entrance complying with 206.4. Where parking serves more than one accessible entrance, parking spaces complying with 502 shall be dispersed and located on the shortest accessible route to the accessible entrances. In parking facilities that do not serve a particular building or facility, parking spaces complying with 502 shall be located on the shortest accessible route to an accessible pedestrian entrance of the parking facility.

EXCEPTIONS: 1. All van parking spaces shall be permitted to be grouped on one level within a multi-story parking facility.

2. Parking spaces shall be permitted to be located in different parking facilities if substantially equivalent or greater accessibility is provided in terms of distance from an accessible entrance or entrances, parking fee, and user convenience.

Davis Bayou Maintenance Compound Locations/Coordinates and Estimated Size of the Repairs:

Latitude Longitude Length (ft) Width (ft)

30.397895 -88.787294 19 2

30.397914 -88.787527 23 2

30.397736 -88.787541 6.5 4

30.397904 -88.787496 7.5 2

30.398245 -88.787213 22 2

30.397813 -88.787213 12 2

30.398385 -88.786766 6 8

Davis Bayou Boat Launch Road Locations/Coordinates and Estimated Size of the Repairs:

30.396630 -88.793237 8 3.5

30.395961 -88.793150 18 7

30.395616 -88.793021 6 6

Davis Bayou Campground Locations/Coordinates and Estimated Size of the Full Depth Repairs:

Camp Site Latitude Longitude Length (ft) Width (ft) Additional Requirements 1 Aggregate topsoil minimum 2-ft around parking pad.

2 19 13 Aggregate topsoil 3 10 11 20-ft crack sealing 4 52 11 5 Aggregate topsoil 6 Aggregate topsoil and 20-ft crack sealing 7 50 11 Aggregate topsoil and relocate concrete pad with table.

8 53 11 9 25 11 Aggregate topsoil and 30-ft of crack sealing 10 10 11 Aggregate topsoil around 5-ft by

5-ft F/L pad.

11 15 11 Aggregate topsoil 12 10 11 Aggregate topsoil 13 10 11 Aggregate topsoil and 15-ft of crack sealing 14 Aggregate topsoil and 30-ft of crack sealing 15 10 11 Aggregate topsoil 16 5 11 Aggregate topsoil and 22-ft of crack sealing

17 10 11 Aggregate topsoil 10-ft minimum around and outward from parking pad.

18 Aggregate topsoil 10-ft minimum around and outward from parking pad.

19 10 11 Aggregate topsoil 20 20 11 Aggregate topsoil and 50-ft of crack sealing 21 5 3 Right Entrance Location 21 5 11 Location – back section 22 10 11 23 Aggregate topsoil and 15-ft of crack sealing 24 10 11 10-ft of crack sealing 25 53 11 26 53 11 27 10 11 Aggregate topsoil 28 5 3 20-ft of crack sealing 29 5 11 Location – back section 29 12 5 Location – middle right section 30 5 11 Location – back section 30 20 2 Location – back left section 31 53 20 Aggregate topsoil and relocate concrete pad with table.

32 5 11 33 Mill 1-inch prior to overlay 34 10 11 35 53 11 36 20 11 Aggregate topsoil 37 5 11 38 10 11 Aggregate topsoil 39 53 11 40 10 11 Location – back section 40 12 3 Location – entrance section 41 53 11 Relocate pad and table to left side.

42 5 11 Aggregate topsoil 43 5 11 10-ft of crack sealing 44 5 11 20-ft of crack sealing 44 50 3 Location – left section 45 53 11

Davis Bayou Gov't Boat Dock Access Road Locations Coordinates and Estimated Size of the Repairs:

30.399497 -88.791085 2.5 2

30.390190 -88.790812 72 3

30.390649 -88.790495 10.5 12.5

30.390743 -88.790657 35 3

46 5 11 20-ft of crack sealing 47 25 11 Location – entrance section 47 5 11 Location – back section 48 10 11 49 35 11 50 5 11 Location – back section 50 3 2 Location – middle section 51 10 11 Aggregate topsoil 52 32 11 Aggregate topsoil

30.39759 -88.7916 15 4

30.397551 -88.7963 38 6

30.397849 -88.7959 45 5

30.397342 -88.7964 32 10

30.396975 -88.7971 34 5

30.3972 -88.7963 7 6.5

30.397298 -88.7964 20 5

30.3971 -88.7962 10 7

30.397146 -88.7963 12 2

30.396343 -88.795 20 2

30.396528 -88.7949 3 3

30.396503 -88.795 13 7

30.396825 -88.7952 12 2

30.39748 -88.7955 14 3.5

30.39645 -88.795 6 4.5

30.396548 -88.795 66 5

30.396474 -88.795 6 3

30.397152 -88.7953 16 5

30.396477 -88.797484 139 3

Davis Bayou Maintenance Compound Locations/Coordinates and Estimated Size of the Repairs:

30.397895 -88.787294 19 2

30.397914 -88.787527 23 2

30.397736 -88.787541 6.5 4

30.397904 -88.787496 7.5 2

30.398245 -88.787213 22 2

30.397813 -88.787213 12 2

30.398385 -88.786766 6 8

Davis Bayou Boat Launch Road Locations/Coordinates and Estimated Size of the Repairs:

Latitude Longitude Length (ft) Width (ft)

30.396630 -88.793237 8 3.5

30.395961 -88.793150 18 7

30.395616 -88.793021 6 6

Davis Bayou Campground Locations/Coordinates and Estimated Size of the Full Depth Repairs:

Camp Site Latitude Longitude Length (ft) Width (ft) Additional Requirements 1 Aggregate topsoil minimum 2-ft around parking pad.

2 19 13 Aggregate topsoil 3 10 11 20-ft crack sealing 4 52 11 5 Aggregate topsoil 6 Aggregate topsoil and 20-ft crack sealing 7 50 11 Aggregate topsoil and relocate concrete pad with table.

8 53 11 9 25 11 Aggregate topsoil and 30-ft of crack sealing 10 10 11 Aggregate topsoil around 5-ft by

5-ft F/L pad.

11 15 11 Aggregate topsoil 12 10 11 Aggregate topsoil 13 10 11 Aggregate topsoil and 15-ft of crack sealing 14 Aggregate topsoil and 30-ft of crack sealing 15 10 11 Aggregate topsoil 16 5 11 Aggregate topsoil and 22-ft of crack sealing

17 10 11 Aggregate topsoil 10-ft minimum around and outward from parking pad.

18 Aggregate topsoil 10-ft minimum around and outward from parking pad.

19 10 11 Aggregate topsoil 20 20 11 Aggregate topsoil and 50-ft of crack sealing 21 5 3 Right Entrance Location 21 5 11 Location – back section 22 10 11 23 Aggregate topsoil and 15-ft of crack sealing 24 10 11 10-ft of crack sealing 25 53 11 26 53 11 27 10 11 Aggregate topsoil 28 5 3 20-ft of crack sealing 29 5 11 Location – back section 29 12 5 Location – middle right section 30 5 11 Location – back section 30 20 2 Location – back left section 31 53 20 Aggregate topsoil and relocate concrete pad with table.

32 5 11 33 Mill 1-inch prior to overlay 34 10 11 35 53 11 36 20 11 Aggregate topsoil 37 5 11 38 10 11 Aggregate topsoil 39 53 11 40 10 11 Location – back section 40 12 3 Location – entrance section 41 53 11 Relocate pad and table to left side.

42 5 11 Aggregate topsoil 43 5 11 10-ft of crack sealing 44 5 11 20-ft of crack sealing 44 50 3 Location – left section 45 53 11

Davis Bayou Gov't Boat Dock Access Road Locations Coordinates and Estimated Size of the Repairs:

30.399497 -88.791085 2.5 2

30.390190 -88.790812 72 3

30.390649 -88.790495 10.5 12.5

30.390743 -88.790657 35 3

46 5 11 20-ft of crack sealing 47 25 11 Location – entrance section 47 5 11 Location – back section 48 10 11 49 35 11 50 5 11 Location – back section 50 3 2 Location – middle section 51 10 11 Aggregate topsoil 52 32 11 Aggregate topsoil

30.39759 -88.7916 15 4

30.397551 -88.7963 38 6

30.397849 -88.7959 45 5

30.397342 -88.7964 32 10

30.396975 -88.7971 34 5

30.3972 -88.7963 7 6.5

30.397298 -88.7964 20 5

30.3971 -88.7962 10 7

30.397146 -88.7963 12 2

30.396343 -88.795 20 2

30.396528 -88.7949 3 3

30.396503 -88.795 13 7

30.396825 -88.7952 12 2

30.39748 -88.7955 14 3.5

30.39645 -88.795 6 4.5

30.396548 -88.795 66 5

30.396474 -88.795 6 3

30.397152 -88.7953 16 5

30.396477 -88.797484 139 3