Amendment_0002-_Attachment__1_-_Specifications_0002.pdf

Potomac Dam No. 5 Left Abutment Stabilization National Park Service – Maryland Solicitation No.

Work Restrictions

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedules for other items of work.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 – Submittals

B. RSN 01 14 12-1, Construction Sequencing Plan.

1. Describe all phases of construction sequencing.

a. Include narratives describing how work will be accomplished to abide by all specified work restrictions.

1.03 WORK RESTRICTIONS

A. Potomac Dam No. 5 is a run-of-the river structure. The facility is owned by the National Park Service (NPS), Chesapeake & Ohio Canal National Historical Park (CHOH). The dam is operated and maintained by CHOH. The hydroelectric plant on the West Virginia side of the Potomac River is operated by Eagle Creek Renewable Energy. NPS is responsible for maintenance, routine dam safety monitoring, and implementation of dam safety decisions.

B. Maintain access for Government personnel to Potomac Dam No. 5 at all times throughout construction. Do not impede access to any facilities on the West Virginia side of the Potomac River operated by Eagle Creek Renewable Energy.

C. In-stream work on the Potomac River is not allowed from March 1 to June 15 inclusive, each year due to fish spawning unless a Time of Year (TOY) waiver is granted from Maryland Department of the Environment (MDE). A TOY waiver is being pursued as part of the MDE waterway and wetland authorization.

D. Eel migration occurs in the river each year between September 15 and December 15.

Operation of the turbines, and associated flows through the powerplant are restricted at night by Federal Energy Regulatory Commission (FERC) due to the migration. The flow difference is approximately 1,000 cubic feet per second (cfs), which may not be noticeable at high flow times. However, it may have minor effects to construction during low flow times.

01 14 12 - 2

E. Public access along the canal towpath in the work site area will remain closed to the public throughout construction operations. A canal towpath detour shall be provided.

Refer to Section 02 04 10 – Towpath Detour.

F. The Contractor shall maintain public use of roadways throughout the area.

G. Tree clearing of trees greater than 3 inches in diameter, both live and dead trees, is not allowed between June 1 and July 31 due to the trees providing northern long-eared bat habitat.

H. The existing pedestrian footbridge crossing the canal is available for contractor use in accordance with the approved plan submitted in accordance with Section 01 14 10 - Use of Site. However, no load ratings for the bridge are available.

I. The wasteweir downstream of the dam was historically used to control water levels in the canal and “waste” extra water into the river. It now allows backwater from the Potomac River to flow into the canal and from the canal into the Potomac River. A cofferdam will be required downstream of the guard lock to reduce the risk of flooding of the work site and as a best management practice to conform with Maryland Department of the Environment (MDE) Erosion and Sediment Control Standards.

J. Existing features are historic and need to be protected in accordance with Section 01 56 10 – Protection of Existing Installations.

K. No contractor use of the towpath beyond the limits shown on the drawings are allowable without prior approval from the COR.

L. Use of barges in the Potomac River is prohibited .

1. Small support water crafts are allowed subject to approval by the COR.

M. Best management practices (BMP) for Erosion and Sediment Control as shown in the drawings is required prior to start of work, in accordance with Section 31 25 10 – Erosion Control and the approved Erosion and Sediment Control Plan.

N. Excavation shall not be left open while crews and equipment are not on site for a period of more than seven days.

O. Contractor may divide the wall into horizontal sections and phase the work in a way that allows some of the prescribed activities to be conducted concurrently. Each horizontal section shall follow the prescribed sequencing:

1. Establish required erosion and sediment control best management practices.

2. Install left abutment wall monitoring system.

3. Remove the existing river debris within the footprint of the rockfill buttress.

4. Construct the rockfill buttress.

01 14 12 - 3

5. Excavate behind the left abutment wall in stages to the lines and grades shown on the drawings, with a maximum of 5 vertical feet of the unreinforced wall exposed at any time.

6. Reinforce the left abutment wall by installing grout ports, post installed anchors, geocomposite strip drain, and Double Twist Hexagonal Mesh Netting (DTHMN) as shown on the drawings on the landside of the left abutment wall.

7. Shotcrete the landside of the left abutment wall.

8. Repeat steps 4, 5, and 6 until the bottom of the proposed excavation is complete.

9. Install secant pile wall.

10. Repair and repoint left abutment masonry wall.

11. Grout left abutment wall.

12. Reconstruct the left abutment wall fill in accordance with the drawings.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

01 14 12 - 4

This page intentionally left blank.

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-20 Decimal-inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittal Types, as listed in Table 01 33 00A - List of Submittals:

1. A - Action:

a. Government will respond as to adequacy of submittal.

b. Action Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

b. Government may reject an Informational submittal when the submittal does not satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational Submittals: Considered “shop drawings” within terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by Government is not required.

01 33 00 - 2

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

4. Provide a unique transmittal number for each submittal.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Reserve 3- by 3-inch space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version

2018 or later.

3) Compile using “eTransmit” utility in AUTOCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings Designated as “Government Format” in Specifications:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Title block and sheet format:

1) As shown on Standard Drawing 40-D-7102.

2) Government will provide template.

3) Government will provide specific title block information to be used.

6. Final Drawings:

01 33 00 - 3

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

7. Electronic Files: Uploaded to CDMS.

D. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a Registered Professional: Signed and sealed by registered professional.

2. Manufacturer’s Certifications: Signed by authorized representative of manufacturer.

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf uploaded to CDMS.

1) Bookmark longer files to assist in navigating file.

2. Contents:

a. Parts identification lists, lists of special tools, and accessories.

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

d. As-built drawings, photographs, and test records or reports if required by the specifications.

G. Sample Submittals:

1. Label with complete manufacturer's product identification.

01 33 00 - 4

2. Include type and quantity of materials specified in the referenced section in each “set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample or sample kit with contract number and title.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes listed items for RSNs with multiple parts.

C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of Submittals.

1. Submittals identified with “CDMS” in the “Sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 - Contract Document Management System.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than one RSN may be submitted under a transmittal letter, provided responsible code is same.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

01 33 00 - 5

1. Submittal review will require 21 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval was required under the contract, and

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of clause at FAR

52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as term is used in that clause.

C. Return of Submittals:

1. Return of submittals will be by CDMS response or hard copy, as applicable.

2. Action Submittals: Will be returned either approved, approved with comments or not approved.

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

3. Informational Submittals: Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

01 33 00 - 6

1.07 HARD COPY TRANSMITTALS

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

1. Contracting Officer, Bureau of Reclamation, 302 East Lakeview Parkway, Provo, Utah 84606-7317.

2. Contracting Officer’s Representative, Bureau of Reclamation, 302 East Lakeview

Parkway, Provo, Utah 84606-7317.

3. Technical Service Center, Bureau of Reclamation, Attn: 86-68160, P.O. Box

25007, Denver CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A - List of Submittals.

1. Responsible codes starting with “86-6” are located in Technical Service Center.

Send these submittals to the TSC address shown above.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code, but show “Sets to be sent” in Table 01 33 00A - List of Submittals.

D. When “Sets to be sent” is 0, send a copy of transmittal letter to that office.

E. Submittals required by specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan

At least 28 days before use of Government land

A COR CDMS

01 14 10-2 Use Of Site Use of Pedestrian Bridge (Optional)

At least 28 days before starting onsite work

A COR CDMS

01 14 12-1 Work Restrictions

Construction Sequencing Plan

At least 28 days before starting onsite work

A COR CDMS

01 14 15-1 Park Service Requirements

Flood Plan Information

At least 28 days before starting on site work

A COR CDMS

01 14 15-2 Park Service Requirements

Potomac River Monitoring Information

At least 28 days before starting on site work

I COR CDMS

01 31 30-1 Contract Document Management System

Approval Data Within 7 days of Notice to Proceed

A COR 1 1 1

01 31 30-2 Contract Document Management System

Final Data Within 14 days of completion of work

I COR 1 1 1

01 32 10-1 Construction Program

Representative Information

Submitted and approved prior to submittal of

RSN 01 32 10-2

A 86-68160 CDMS

01 32 10-2 Construction Program

Baseline Schedule

Submitted and approved before starting onsite work

A 86-68160

CDMS

01 32 10-3 Construction Program

Updated Schedule Reports

With monthly requests for progress payments.

A 86-68160 CDMS

01 32 10-4 Construction Program

Time Impact Analysis

Within 28 days after the CO directs a contract change with schedule impacts.

Or

With proposal for future modification, value engineering proposal, or request or claim for equitable adjustment to the contract.

A 86-68160 CDMS

01 33 00 - 8

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

01 32 33-1 Photo Documentation

Existing Conditions Images

Within 7 days after completing images

I COR CDMS

01 32 33-2 Photo Documentation

Periodic Construction Images

Within 7 days after completing each set of images

I COR CDMS

01 32 33-3 Photo Documentation

Post Construction Images

Within 7 days after completing images

I COR CDMS

01 35 10-1 Safety Data Sheets

Complete LHM And SDS

At least 14 days before jobsite delivery of hazardous material

I COR CDMS

01 35 10-2 Safety Data Sheets

Updated LHM And SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

I COR CDMS

01 35 20-1 Safety and Health

Safety Program Submitted and approved before starting onsite work

A COR CDMS

01 35 20-2 Safety and Health

Job Hazard Analysis List

At least 14 days before starting onsite work

I COR CDMS

01 35 20-3 Safety and Health

Monthly Accident Summary Report

Monthly I COR CDMS

01 35 20-4 Safety and Health

Documentation and Records

At least 14 days before starting onsite work

I COR CDMS

01 35 30-1 Contractor‘s Onsite Safety Personnel

Qualifications Submitted and accepted before starting onsite work, or with change in safety personnel

I COR CDMS

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Weekly I COR CDMS

01 35 91-1 Historic Preservation Treatment Procedures

Historic Preservation Treatment Plan

At least 28 days before starting onsite work

A COR CDMS

01 35 91-2 Historic Preservation Treatment Procedures

Resume At least 28 days before starting onsite work

A COR CDMS

01 35 91-3 Historic Preservation Treatment Procedures

Alternative Methods and Materials

At least 21 days before starting onsite work

A COR CDMS

01 33 00 - 9

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

01 35 91-4 Historic Preservation Treatment Procedures

Photographs or Digital Recording

At least 21 days before starting onsite work

I COR CDMS

01 35 91-5 Historic Preservation Treatment Procedures

Changes to Historic Preservation Treatment Plan, if changes are made

At least 28 days before making any proposed changes to original submitted and approved plan

A COR CDMS

01 42 20-1 Testing Agency Services

Testing Agency Services Plan

At least 21 days before starting onsite work

A COR CDMS

01 52 10-1 Field Office Delivery Schedule

At least 21 days before starting onsite work

I COR CDMS

01 52 10-2 Field Office Office Equipment At least 21 days before starting onsite work

A COR CDMS

01 53 23-1 Temporary Access Crossing

Temporary Access Crossing Plan

At least 21 days before starting onsite work

A COR CDMS

01 55 00-1 Vehicular Access and Parking

Use of Roads Permits

Within 7 days after obtaining each approved permit

I COR CDMS

01 55 00-2 Vehicular Access and Parking

Initial Digital Recording

At least 21 days before starting onsite work

A COR CDMS

01 55 00-3 Vehicular Access and Parking

Post Construction Digital Recording

At least 21 days before leaving site.

A COR CDMS

01 55 00-4 Vehicular Access and Parking

Post Repair Digital Recording

Within 14 days of making repairs.

A COR CDMS

01 55 20-1 Traffic Control Traffic Control Plan

At least 35 days before affecting public traffic

A COR CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before starting onsite work

A COR CDMS

01 56 15-1 Protection of Existing Utilities

Utility Owner Acknowledgment

At least 21 days before starting onsite work

I COR CDMS

01 57 20-1 Environmental Controls

Copy of applicable Air Quality Permit

At least 21 days before starting onsite work

I COR CDMS

01 33 00 - 10

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

01 57 30-1 Water Pollution Control

Pollution Prevention Plan

At least 28 days before starting onsite work

A COR CDMS

01 57 30-2 Water Pollution Control

Spill Prevention Control and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

A COR CDMS

01 57 50-1 Tree and Plant Protection

Protection Plan At least 28 days before starting onsite work

A COR CDMS

01 57 50-2 Tree and Plant Protection

Resume At least 28 days before beginning repair, treatment, or replacement of damaged trees or other vegetation

A COR CDMS

01 64 40-1 Government- Furnished Products

Shortage Report Within 24 hours after joint inspection

I COR CDMS

01 71 20-1 Surveying Surveying Plan At least 35 days before beginning survey work

A COR CDMS

01 71 20-2 Surveying Resumes At least 35 days before beginning survey work;

At least 35 days before personnel change

I COR CDMS

01 71 20-3 Surveying Accuracy Check Results

At least 14 days before beginning survey work

I COR CDMS

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing and reducing notes

I COR CDMS

01 71 20-5 Surveying Quantity Survey Notes and Computations

Accompanying progress payment requests

I COR CDMS

01 71 20-6 Surveying Workday's Survey Notes

At conclusion of workday when requested by Government

I COR CDMS

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 28 days before starting onsite work

I COR CDMS

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

I COR CDMS

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 35 days before beginning environmental assessment

01 33 00 - 11

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

I COR CDMS

01 78 30-1 Project Record Documents

Electronic Media Release Form, Upon Request

Upon request I COR CDMS

01 78 30-2 Project Record Documents

Final As-built Drawings

Within 14 days after construction of a particular structure or feature of work is completed

I COR CDMS

01 78 30-3 Project Record Documents

Final Drawings Within 14 days of completion of work

I COR CDMS

02 04 10-1 Towpath Detour

Towpath Detour Plan

At least 28 days before providing detour

A COR CDMS

02 41 10-1 Removal of Existing River Debris

Removal of Existing River Debris Plan

At least 28 days before beginning removal of existing river debris

A COR CDMS

02 41 10-2 Removal of Existing River Debris

Pre-inspection Video Report

At least 28 days before beginning removal of existing river debris

A COR CDMS

02 41 10-3 Removal of Existing River Debris

Post-inspection Video Report

Within 7 days of completing post-inspection

A COR CDMS

02 41 12-1 Removing, Storing, and Reinstalling Existing Signs

Plan of Existing Signs

At least 28 days before beginning removal of existing signs

A COR CDMS

02 41 16-1 Disassembly of Existing Mule Bridge Abutment

Documentation of Existing Conditions

At least 28 days before beginning disassembly of existing mule bridge abutment

A COR CDMS

02 41 16-2 Disassembly of Existing Mule Bridge Abutment

Mule Bridge Abutment Disassembly Plan

At least 28 days before beginning disassembly of existing mule bridge abutment

A 86-68130 CDMS

02 43 10-1 Reconstructing Mule Bridge Abutment

Mule Bridge Abutment Reconstruction Plan

At least 28 days before beginning reconstructing mule bridge abutment

A 86-68130 CDMS

02 43 10-2 Reconstructing Mule Bridge Abutment

Shop Drawings At least 28 days before beginning reconstructing mule bridge abutment

A 86-68130 CDMS

01 33 00 - 12

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

02 43 10-3 Reconstructing Mule Bridge Abutment

Work Documentation

Within 14 days of completion of reconstruction of mule bridge abutment

A 86-68130 CDMS

02 43 10-4 Reconstructing Mule Bridge Abutment

Product Data At least 28 days before beginning reconstructing mule bridge abutment

A 86-68130 CDMS

03 11 10-1 Concrete Forming

Formwork Design and Drawings

At least 28 days before constructing forms

A 86-68130 CDMS

03 15 12-1 PVC

Waterstops

Approval Data At least 28 days before furnishing

I 86-68130 CDMS

03 15 14-1 PVC Retro-Fit Waterstop

Approval Data At least 28 days before furnishing

I 86-68130 CDMS

03 15 14-2 PVC Retro-Fit Waterstop

Instructions At least 28 days before furnishing

I 86-68130 CDMS

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 28 days before furnishing or procuring concrete reinforcement

A 86-68130 CDMS

03 20 30-1 Post-Installed Anchors

Post-Installed Adhesive Anchors

At least 28 days before beginning post-installed adhesive anchor installation

A 86-68130 CDMS

03 20 30-2 Post-Installed Anchors

Post-Installed Mechanical Anchors

At least 28 days before beginning post-installed adhesive anchor installation

A 86-68130 CDMS

03 20 30-3 Post-Installed Anchors

Product Data At least 28 days before beginning post-installed adhesive anchor installation

A 86-68130 CDMS

03 20 30-4 Post-Installed Anchors

Test Reports Within 2 days after completing each test.

I COR CDMS

03 20 50-1 Foundation Anchor Bars

Qualifications At least 28 days before beginning foundation anchor bar installation

A 86-68130 CDMS

03 20 50-2 Foundation Anchor Bars

Approval Data At least 28 days before beginning foundation anchor bar installation

A 86-68130 CDMS

03 20 50-3 Foundation Anchor Bars

Mule Bridge Abutment Foundation Anchor Plan

At least 28 days before beginning foundation anchor bar installation

01 33 00 - 13

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

03 20 50-4 Foundation Anchor Bars

Pull Out Test Procedures

At least 14 days before beginning pull out tests

A 86-68130 CDMS

03 20 50-5 Foundation Anchor Bars

Test Data and Results

Within 2 days after completing each test

I COR CDMS

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 28 days before placing concrete

A 86-68530 CDMS

03 30 00-2 Cast-In-Place Concrete

Concrete Placement Drawings

At least 28 days before placing concrete

I 86-68130 CDMS

03 30 00-3 Cast-In-Place Concrete

Concrete Placement Schedule

At least 28 days before placing concrete

A 86-68130 CDMS

03 30 00-4 Cast-In-Place Concrete

RSMC

Temperature Control Plan

At least 28 days before placing concrete

A 86-68530 CDMS

03 30 00-5 Cast-In-Place Concrete

Certifications At least 28 days before placing concrete

A 86-68530 CDMS

03 30 00-6 Cast-In-Place Concrete

Batch Plant Test Reports

At least 28 days before placing concrete

I 86-68530 CDMS

03 30 00-7 Cast-In-Place Concrete

Field Test Reports

Within 2 days of placing concrete

I 86-68530 CDMS

03 37 10-1 Shotcrete Shotcrete Mix Design

At least 28 days before placing shotcrete

A COR CDMS

03 37 10-2 Shotcrete Test Panels At least 28 days before placing shotcrete

A COR CDMS

03 37 10-3 Shotcrete Specific Operating Procedure

At least 28 days before placing shotcrete

A COR CDMS

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 28 days before using nonshrink grout

A COR CDMS

04 01 40-1 Repointing Stone Masonry

Left Abutment Joint Cleaning Plan

At least 28 days before beginning repointing left abutment wall work

A 86-68130 CDMS

04 01 40-2 Repointing Stone Masonry

Left Abutment Repointing Plan

At least 28 days before beginning repointing left abutment wall work

A 86-68130 CDMS

04 03 06-1 Grouting Stone Masonry

Qualifications At least 28 days before beginning stone masonry grouting work

01 33 00 - 14

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

04 03 06-2 Grouting Stone Masonry

Grout Placement Plan

At least 28 days before beginning stone masonry grouting work

A 86-68130 CDMS

04 03 06-3 Grouting Stone Masonry

Grout Mix Design

At least 28 days before beginning stone masonry grouting work

A 86-68130 CDMS

04 03 06-4 Grouting Stone Masonry

Preconstruction Grout Test Results

Within 2 days after completing test

A 86-68130 CDMS

04 03 06-5 Grouting Stone Masonry

Field Quality Control Data

Within 2 days after completing each test

I COR CDMS

04 03 06-6 Grouting Stone Masonry

Environmental Approvals

At least 28 days before beginning stone masonry grouting work

I COR CDMS

04 03 07-1 Stone Masonry Product Data At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 03 07-2 Stone Masonry Survey of Existing Left Abutment Wall

At least 28 days before beginning stone masonry work

A COR CDMS

04 03 07-3 Stone Masonry Existing Left Abutment Wall Repair Plan

At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 03 07-4 Stone Masonry Left Abutment Wall Stone Repair Shop Drawings

At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 03 07-5 Stone Masonry Left Abutment Wall Stone Samples

At least 28 days before beginning stone masonry work

A COR 2 Samples onsite

04 03 07-6 Stone Masonry Survey of Existing Dry-laid Stone Retaining Wall

At least 28 days before beginning stone masonry work

A COR CDMS

04 03 07-7 Stone Masonry Existing Dry-laid Stone Retaining Wall Repair Plan

At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 03 07-8 Stone Masonry Dry-laid Stone Retaining Wall Stone Repair Shop Drawings

At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 03 07-9 Stone Masonry Dry-laid Stone Retaining Wall Stone Samples

At least 28 days before beginning stone masonry work

A COR 2 Samples onsite

01 33 00 - 15

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

04 03 07-10 Stone Masonry Left Abutment Wall Joint Infill Stone Samples

At least 28 days before beginning stone masonry work

A COR 2 Samples onsite

04 03 07-11 Stone Masonry Qualifications At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 03 07-12 Stone Masonry Facing Tie Sample

At least 28 days before beginning stone masonry work

A COR 1 Sample onsite

04 03 07-13 Stone Masonry Installer Certifications

At least 28 days before placing concrete

A 86-68130 CDMS

04 10 00-1 Mortar Mortar Mix Design

At least 28 days before beginning stone masonry work

A 86-68130 CDMS

04 10 00-2 Mortar Preconstruction Mortar Test Results

At least 28 days before beginning stone masonry work

I 86-68130 CDMS

04 10 00-3 Mortar Daily Mortar Test Results

Within 2 days after completing each test

I COR CDMS

04 10 00-4 Mortar Mortar Samples At least 28 days before beginning stone masonry work

A COR 3 Samples onsite

31 03 33-1 Removal and Control of Water

Removal and Control of Water Plan

At least 28 days before beginning on site work

A COR CDMS

31 09 13-1 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Qualifications At least 28 days before beginning on site work

A 86-68360 CDMS

31 09 13-2 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Copy of Access Agreement

At least 28 days before beginning on site work

I COR CDMS

31 09 13-3 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Tilt Bar and Structural Measurement Point Anchor Design

At least 28 days before beginning on site work

A 86-68360 CDMS

01 33 00 - 16

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

31 09 13-4 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Left Abutment Masonry Wall Stability Monitoring System Plan

At least 28 days before beginning on site work

A 86-68360 CDMS

31 09 13-5 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Guard Lock Stability Monitoring System Plan

At least 28 days before beginning on site work

A 86-68360 CDMS

31 09 13-6 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Monitoring Systems As-Built Data

Within 7 days after completing each measurement point installation

I COR CDMS

31 09 13-7 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Threshold Action Response Plan

(TARP)

Within 7 days after completing initial data collection.

A 86-68360 CDMS

31 09 13-8 Left Abutment Masonry Wall and Guard Lock Stability Monitoring

Monitoring Reports

Weekly I COR CDMS

31 23 02-1 Compacting Earth Materials

Test Results Within 2 days after completing each test

I COR CDMS

31 23 10-1 Excavation for Left Abutment

Left Abutment Excavation Plan

At least 28 days before beginning excavation for left abutment wall

A 86-68311 CDMS

31 23 12-1 Sand Filter Material

Certifications and Laboratory Test Results

At least 28 days before furnishing material

A 86-68311 CDMS

31 23 13-1 Earthwork for Mule Bridge Abutment

Mule Bridge Abutment Earthwork Plan

At least 28 days before beginning excavation for mule bridge abutment

A 86-68311 CDMS

31 23 14-1 Gravel Drain Material

Certification and Laboratory Test Results

At least 28 days before furnishing material

A 86-68311 CDMS

31 23 17-1 No. 57 Stone Fill

Certification and Laboratory Test Results

At least 28 days before furnishing material

A 86-68311 CDMS

01 33 00 - 17

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

31 23 18-1 Structural Fill Layer

Certification At least 28 days before furnishing material

I 86-68311 CDMS

31 23 70-1 Controlled Low Strength Material

(CLSM)

Approval Data At least 28 days before placing material

A 86-68540 CDMS

31 23 70-2 Controlled Low Strength Material

(CLSM)

Contractor Field Quality Testing Results

Within 2 days after each test

I 86-68540 CDMS

31 24 16-1 Rockfill Buttress

Certification At least 28 days before furnishing material

I 86-68311 CDMS

31 25 10-1 Erosion Control Silt Fence Certifications

At least 28 days before furnishing silt fence

I COR CDMS

31 25 10-2 Erosion Control Cofferdam Design

At least 28 days before beginning on site work

A COR CDMS

31 25 10-3 Erosion Control Turbidity Curtain Anchoring Plan

At least 28 days before beginning on site work

A COR CDMS

31 32 13-1 Slush Grouting Slush Grouting Plan

At least 28 days before slush grouting

A 86-68540 CDMS

31 32 32-1 Geotextile Manufacturer’s Certification

At least 28 days before furnishing geotextile

I 86-68540 CDMS

31 32 32-2 Geotextile Samples At least 28 days before furnishing geotextile

A 86-68540 0 1 1

31 32 32-3 Geotextile Protection Method

At least 28 days before furnishing geotextile

A 86-68540 CDMS

31 32 32-4 Geotextile Sewn Seams, if used

At least 28 days before furnishing geotextile

A 86-68540 CDMS

31 32 42-1 Geocomposite Sheet Drains

Manufacturer’s Certification

At least 28 days before furnishing geocomposite sheet drains

A 86-68130 CDMS

31 32 42-2 Geocomposite Sheet Drains

Installation Plan At least 28 days before furnishing geocomposite sheet drains

A 86-68130 CDMS

31 32 42-3 Geocomposite Sheet Drains

Protection Method

At least 28 days before furnishing geocomposite sheet drains

A COR CDMS

31 32 72-1 Articulating Concrete Block Revetment

Approval Drawings and Data

At least 28 days before furnishing materials

A 86-68311 CDMS

01 33 00 - 18

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

31 32 72-2 Articulating Concrete Block Revetment

Certifications At least 28 days before furnishing materials

I 86-68311 CDMS

31 32 72-3 Articulating Concrete Block Revetment

Instructions At least 28 days before furnishing materials

I 86-68311 CDMS

31 32 72-4 Articulating Concrete Block Revetment

Construction Equipment Descriptions and Details

At least 28 days before furnishing materials

A 86-68311 CDMS

31 34 00-1 Left Abutment Wall Reinforcement

Resumes At least 28 days before beginning installation

A 86-68311 CDMS

31 34 00-2 Left Abutment Wall Reinforcement

Manufacturer’s Product Data and Installation Plan

At least 28 days before beginning installation

A 86-68311 CDMS

31 34 19-1 Geogrids Manufacturer’s Product Data and Installation Instructions

At least 28 days before furnishing material

A 86-68311 CDMS

31 34 19-2 Geogrids Samples At least 28 days before furnishing materials

I 86-68540 0 1 2

31 34 19-3 Geogrids Shipping Confirmation

Upon shipping samples I COR CDMS

31 34 19-4 Geogrids Installation Supervisor’s Resume

At least 28 days before beginning installation

A COR CDMS

31 34 19-5 Geogrids Shipping and Quality Control Data

Upon shipment to job site

I COR CDMS

31 34 19-6 Geogrids Installed Location Drawings

Within 14 days after completing installation

I COR CDMS

31 56 20-1 Secant Pile Cutoff Wall

Qualifications At least 28 days before beginning installation

A 86-68311 CDMS

31 56 20-2 Secant Pile Cutoff Wall

Secant Pile Cutoff Wall Plans

At least 28 days before beginning installation

A 86-68311 CDMS

31 56 20-3 Secant Pile Cutoff Wall

Drilled Shaft Installation Logs

Within 2 days after completing each drilled shaft

I COR CDMS

32 15 10-1 Gravel Surfacing

Test Results Within 2 days after completing each test

I COR CDMS

32 15 10-2 Gravel Surfacing

Grain Size Analysis Results

Within 2 days after completing each test

01 33 00 - 19

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

32 92 20-1 Seeding Seeding Plan At least 28 days before furnishing seed

A COR CDMS

32 92 20-2 Seeding Certifications At least 28 days before furnishing seed

I COR CDMS

33 12 33-1 River Staff Gage

River Staff Gage Certification, Data, and Drawing

At least 28 days before furnishing or procuring

A 86-68360 CDMS

33 12 33-2 River Staff Gage

River Staff Gage Installation Plan

At least 28 days before beginning installation

A 86-68360 CDMS

33 12 33-3 River Staff Gage

River Staff Gage As-Built Survey

Within 7 days after completing installation

I COR CDMS

33 46 36-1 PVC Drain Pipes

Approval Data At least 28 days before furnishing PVC drain pipe materials

A COR CDMS

33 46 36-2 PVC Drain Pipes

Certifications At least 28 days before furnishing PVC drain pipe materials

I COR CDMS

33 46 36-3 PVC Drain Pipes

Samples At least 28 days before furnishing PVC drain pipe materials

I COR 0 1 1

33 46 36-4 PVC Drain Pipes

Shipping Confirmation Letter

Upon shipment I COR CDMS

33 46 36-5 PVC Drain Pipes

Preliminary Inspection Video

Within 2 days after completing preliminary inspection

I COR CDMS

33 46 36-6 PVC Drain Pipes

Final Inspection Video

Within 2 days after completing final inspection

I COR CDMS

33 46 42-1 Weir Boxes Stainless Steel Weir Box Data and Drawings

At least 28 days before furnishing weir boxes

A COR CDMS

33 46 42-2 Weir Boxes Flexible Transition Coupling Data and Drawing

At least 28 days before furnishing weir boxes

I COR CDMS

33 46 42-3 Weir Boxes Flap Gate Data and Drawing

At least 28 days before furnishing weir boxes

A COR CDMS

33 46 42-4 Weir Boxes Access Hatch Data and Drawings

At least 28 days before furnishing weir boxes

01 33 00 - 20

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

33 46 42-5 Weir Boxes Weir Box Installation Plan

At least 28 days before furnishing weir boxes

Environmental Controls

01 57 20 - 1

SECTION 01 57 20

ENVIRONMENTAL CONTROLS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedules for other items of work, except as specified.

2. Costs for damages and work stoppage are the Contractor's responsibility.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards, including revisions posted at http://www.usbr.gov/safety/rshs/index.html

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 57 20-1, Copy of applicable Air Quality Permit:

1. Air Quality Permits are required for certain construction-related activities including, but not limited to, earthmoving, sandblasting, aggregate processing, welding, spray-coating operations, or other processes which discharge pollutants into the open air.

2. Air Quality Permits, and information concerning the requirements, are available from: Maryland Department of the Environment, 1800 Washington Blvd., Baltimore, MD 21230; 410-537-3000;

https://mde.maryland.gov/programs/permits/AirManagementPermits

1.04 REGULATORY REQUIREMENTS

A. Comply with Federal, State, and local laws and regulations.

B. Comply with RSHS.

C. Conform to most stringent requirement in cases of conflict between specifications, regulatory requirements, and RSHS.

01 57 20 - 2

D. Contractor shall be responsible for damages resulting from dust originating from Contractor operations in accordance with clause at FAR 52.236-7, Permits and Responsibilities.

E. The CO may stop construction activity in violation of Federal, State, or local laws and additional expenses resulting from work stoppage will be responsibility of Contractor.

1.05 DUST CONTROL

A. Provide dust control and abatement during performance of work.

B. Prevent, control, and abate dust pollution on rights-of-way provided by Government or elsewhere during performance of work.

C. Provide labor, equipment, and materials, and use efficient methods to prevent dust nuisance or damage to persons, property, or activities, including, but not limited to, crops, orchards, cultivated fields, wildlife habitats, dwellings and residences, agricultural activities, recreational activities, traffic, and similar conditions.

D. Provide means for eliminating atmospheric discharges of dust during mixing, handling, and storing of cement, pozzolan, and concrete aggregate.

1.06 AIR POLLUTION CONTROL

A. Use reasonably available methods and devices to prevent, control, and otherwise minimize atmospheric emissions or discharges of air contaminants.

B. Do not operate equipment and vehicles that show excessive exhaust gas emissions until corrective repairs or adjustments reduce such emissions to acceptable levels.

1.07 NOISE CONTROL

A. Only construction activities approved by COR will be allowed between sunset and sunrise.

B. Noise barriers and Equipment mufflers required.

1.08 LIGHT CONTROL

A. Direct stationary floodlights shall shine downward at an angle less than horizontal.

B. Shield floodlights so that floodlights will not be a nuisance to surrounding areas.

C. Direct lighting so that residences are not in direct beam of light.

D. Correct lighting control problems when they occur as approved by the COR.

01 57 20 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 57 20 - 4

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National Park Service - Maryland Solicitation No.

Erosion Control

31 25 10 - 1

SECTION 31 25 10

EROSION CONTROL

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Erosion Control:

1. Payment: Lump sum price offered in Price Schedule 1.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM D6461-99(2007) Silt Fence Materials

2. ASTM D6462-03(2008) Silt Fence Installation

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 31 25 10-1, Silt Fence Certifications:

1. Required by ASTM D6461.

C. RSN 31 25 10-2, Cofferdam Design:

1. Include plans, drawings, details, and materials.

2. Designs performed by a professional engineer in the State of Maryland.

D. RSN 31 25 10-3, Turbidity Curtain Anchoring Plan:

1. Include plans, drawings, details, and materials.

1.04 DESIGN REQUIREMENTS

A. Cofferdam designed by Contractor and shall meet the following criteria:

1. Capable of retaining water up to a minimum elevation 358.0’.

2. Prevent seepage below, through, and around the cofferdam.

3. Provide a watertight seal along the existing RCC structure and tie into with high ground.

4. Designs performed by and drawings stamped by a registered professional engineer in the State of Maryland.

31 25 10 - 2

PART 2 PRODUCTS

2.01 SUPER SILT FENCE

A. In accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

2.02 FILTER LOGS

A. In accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

2.03 FILTER BAG

A. In accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

2.04 STABILIZED CONSTRUCTION ENTRANCE

A. In accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

2.05 TURBIDITY CURTAIN

A. Type III turbidity curtain appropriate for applications with swift moving water.

2.06 TURBIDITY BARRIER

A. Flash boards, sandbags, or other items acceptable to MDE and Reclamation.

2.07 REMOVABLE PUMPING STATION

A. In accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

2.08 COFFERDAM

A. In accordance with approved Contractor design and materials.

2.09 EROSION CONTROL BLANKET

A. Acceptable products are Western Excelsior Corporation Excel SS-2 All Natural, Northern American Green Rollmax BioNet SC150BN Erosion Control Blanket, or approved equal with the following essential characteristics:

1. Erosion control blanket (ECB) shall have a net opening of 2-inch minimum width or be constructed of a woven (leno weave) netting that allows opening to adjust to wide widths or a type that will not entangle snakes as approved by the Government.

31 25 10 - 3

2. State Standard Erosion and Control Blankets: Complying with MDE.

3. Erosion control blankets shall be biodegradable and wildlife friendly.

4. Photo-degradable netting is not acceptable. All ECB shall consist of excelsior, jute, straw, coconut fibers, or other organic 100 percent biodegradable material blankets with the functional longevity of the blanket of approximately 12-18 months.

2.10 GEOTEXTILE

A. In accordance with Section 31 32 32 - Geotextile.

PART 3 EXECUTION

3.01 SUPER SILT FENCE

A. Place super silt fence at locations shown on drawings.

B. Place in accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

3.02 FILTER LOGS

A. Place filter logs at locations shown on drawings.

B. Place in accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

3.03 FILTER BAG

A. Place filter bag at locations shown on drawings.

B. Place in accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

3.04 STABILIZED CONSTRUCTION ENTRANCE

A. Place stabilized construction entrances at locations shown on drawings.

B. Place in accordance with 2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control.

3.05 TURBIDITY CURTAIN

A. Place turbidity curtain at location shown on drawings.

31 25 10 - 4

B. Anchor per manufacture’s recommendations. Anchors to be designed, monitored and maintained by the contractor.

3.06 TURBIDITY BARRIER

A. Place turbidity barrier at location shown on drawings.

B. Use flashboards, sandbags, or equivalent along dam crest to prevent soil and sediment from discharging the work area.

C. No permanent impacts to the dam will be permitted.

3.07 REMOVABLE PUMPING STATION

A. Place pumping station at location shown on drawings.

B. Unwater worksite as needed by discharging the pump effluent over the cofferdam and into the filter bag.

3.08 COFFERDAM

A. Place cofferdam at location shown on drawings.

3.09 EROSION CONTROL BLANKET

A. Immediately following placement of topsoil and seeding of disturbed areas, ECB…