Attachment_2b_Specifications.pdf

APRIL 2018

US Army Corps of Engineers Norfolk District 803 Front Street Norfolk, VA 23510

SPECIFICATIONS

JAMES RIVER AMHERST COUNTY

CONTINUING AUTHORITY PROGRAM

SECTION 14

EMERGENCY STREAMBANK & SHORELINE

PROTECTION PROJECT

AMHERST COUNTY, VIRGINIA

SECTION 14: AMHERST COUNTY STREAMBANK PROTECTION JRAC2018

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 55 SOIL BORING DATA

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 31 19 PROJECT MEETINGS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.14 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

SANITARY SEWER SPILLAGE

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00 MUSSEL RELOCATION REQUIREMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORMWATER POLLUTION CONTROL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 25 00 EROSION AND SEDIMENT CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 01 35 SEWER LINE CLEANING

33 01 36 TV INSPECTION OF SEWER LINES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 42 35 POLYMERIC MARINE FILTER MATTRESS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

ATTACHMENT: GEOTECHNICAL REPORT AND ANALYSIS

DIVISION 00 – PROCUREMENTS AND

CONTRACT REQUIREMENTS

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

03/16

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

PART 2 PRODUCTS (This Division not used)

PART 3 EXECUTION (This Division not used)

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

03/16

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings dated April 2018 are as follows:

DRAWING SHEET TITLE

NO.

1 COVER SHEET

2 LOCATION MAP

3 GENERAL NOTES

4 OVERALL PLAN AND BORING LOCATIONS

5 EXISTING CONDITIONS

6 EXISTING CONDITIONS (CONT'D)

7 PLAN & PROFILE

8 PLAN & PROFILE (CONT'D)

9 PLAN & PROFILE (CONT'D)

10 TYPICAL REVETMENT CROSS-SECTION

11 TYPICAL SECTION REVETMENT ENDS

12 EROSION & SEDIMENT CONTROL PLANS

13 EROSION & SEDIMENT CONTROL NARRATIVE

14 EROSION & SEDIMENT CONTROL NARRATIVE (CONT'D)

15 EROSION & SEDIMENT CONTROL - SOIL MAP

16 EROSION & SEDIMENT CONTROL

17 EROSION & SEDIMENT CONTROL (CONT'D)

18 EROSION & SEDIMENT CONTROL (CONT'D)

19 EROSION & SEDIMENATATION CONTROL DETAILS

20 MARINE FILTER MATTRESS DETAIL

21 MARINE FILTER MATTRESS DETAIL (CONT'D)

22 BORING LOGS

23 BORING LOGS (CONT'D) & PHOTOS

PART 2 PRODUCTS (This Division not used)

PART 3 EXECUTION (This Division not used)

-- End of Section --

DOCUMENT 00 01 15 Page 2

DIVISION 01 – GENERAL REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 55

SOIL BORING DATA

02/16

PART 1 GENERAL

1.1 Soil Classification

1.2 Sampling Method

1.3 Soil Consistency Determination

1.4 Boring Elevations and Locations

1.5 Abbreviations (if applicable)

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 00 55 Page 1

SECTION 01 00 55

SOIL BORING DATA

02/16

PART 1 GENERAL

1.1 Soil Classification

The soil was visually classified in the field according to the "Unified Soil Classification System" and described utilizing ASTM D 2488 Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). While it is believed that borings accurately indicate subsurface conditions for boring locations on the date taken, the Government assumes no responsibility for actual conditions which may be encountered in execution of Contract. Should the Contractor rely, for any purpose, upon the accuracy or completeness of soil borings, or boring logs thereof, he does so at his own risk. The geotechnical report, including soil boring drilling logs and data are provided with the design package.

All samples contained at the end of this SECTION were obtained on various dates as designated on the respective boring. Geotechnical analysis data is available for review at Norfolk District, 803 Front Street, Norfolk, VA 23510 (Attention: Jennifer Spitz, telephone 757-201-7098).

1.2 Sampling Method

All boring samples were performed in accordance with ASTM D 1586 Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils and obtained utilizing a CME 550 All-Terrain mounted drill rig using 3 1/4-inch I.D. hollow stem auger procedures. Soil samples were obtained with a standard 2-inch outer diameter and 24-inch long split-spoon sampler driven with a 140-lb automatic hammer falling 30 inches. The number of blows required to drive the sampler for each six

(6) inch penetration increment was recorded.

1.3 Soil Consistency Determination

Estimated consistencies (med. stiff, soft, etc.) are from Terzaghi & Peck "Soil Mechanics in Engineering Practice".

1.4 Boring Elevations and Locations

All boring elevations and locations are approximated. Boring logs are shown at the end of this section.

1.5 Abbreviations (if applicable)

BOH Bottom of Hole moist moisture bot bottom MP medium plasticity brk broken mrb marbled brwn brown mst moist cly clayey NP nonplastic const consistency OD Outside diameter crs, c coarse org organic dk dark PI Plastic Index dns dense PL Plastic Limit

SECTION 01 00 55 Page 2 fn, f fine sam sample frac fracture sat saturated frag fragments (fragmented) sft soft grn green slt slight(ly) gry gray sly silty HP high plasticity sm some hrd hard sta station hrs hours tr trace len lense v very lit little v.f. very fine LL Liquid Limit w moisture content

LP Low Plasticity w/ with lt light wd weathered med, m medium & and mica micaceous %200 Minus No. 200 Sieve

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 00 55 Page 3

0.1

2.0

4.0

8.0

9.8

13.0

14.3

[TOPSOIL] Very Soft, Brown SILT with organics, moist (1 inch) [ML] Firm, Brown and Reddish Brown SILT with roots and mica, moist

[ML] Firm, Brown, Yellowish Brown, and Orangish Brown SILT with mica and roots, dry

[SM] Medium Dense to Very Loose, Brown, Orangish Brown, and Reddish Brown, Silty Fine SAND with mica and roots, moist

[SM] Very Loose, Brown, Orangish Brown, Yellowish Brown, Tan, and Black Silty Fine SAND with mica, moist

[SM] Very Dense, Reddish Brown, Tan and Black Silty Fine SAND with mica, moist

[SM] Very Dense, Gray and Black Silty Fine to Coarse SAND with roots and some pea gravel, wet

Auger refusal at 14.3 feet below ground surface.

+498.9

+497.0

+495.0

+491.0

+489.3

+486.0

+484.7

SS-1

0' to 2'

SS-2

2' to 4'

SS-3

4' to 6'

SS-4

6' to 8'

SS-5

8' to 10'

SS-6

13' to 14'

No Water Level Reading on 8/13/2015 at 1620 after auger removal

Roots extend to a depth of 8 feet bgs

Water Level Reading at 11.42 feet bgs on 8/14/2015 at 1032 Cave-in depth 11.5 feet bgs on 8/13/2015 at 1622 after auger removal

Auger refusal at 14.3 feet bgs indicates possible top of rock.

1-2-3-4 N=5

1-2-4-5 N=6

4-7-4-3 N=11

3-2-2-2 N=4

2-1-1-2 N=2

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

LEGEND

CLASSIFICATION OF MATERIALS

(Description)

ELEVATION DEPTH

a fc eb gd

SAMPLE

DEPTH

(feet)

SAMPLE

BLOWS

487.6

3 1/4 HSA

INSTALLATION SHEET

John Howley

Jennifer Spitz14.3

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

17. ELEVATION TOP OF HOLE

15. ELEVATION GROUND WATER

SHEETS

STARTED COMPLETED

Hole No. BH-1

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

DISTURBED

1. PROJECT

+499.0

US Army Corps of Engineers, Savannah District UNDISTURBED13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

18. TOTAL CORE RECOVERY FOR BORING

3. DRILLING AGENCY

5. NAME OF DRILLER

6. DIRECTION OF HOLE

DEG. FROM VERT.

4. HOLE NO. (As shown on drawing title and file number)

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE

DIVISION

8/13/2015---

12. MANUFACTURER'S DESIGNATION OF DRILL

OF

BH-1

10. SIZE AND TYPE OF BIT

Amherst County, Virginia N 4,141,739.2 E 667,671.6

2. LOCATION (Coordinates or Station)

19. GEOLOGIST

CME-550

VERTICAL INCLINED

James River Stream Bank Stabilization

8/13/2015

DRILLING LOG 1

Hole No. BH-1

/1 /2

PROJECT HOLE NO.

James River Stream Bank Stabilization BH-1PREVIOUS EDITIONS ARE OBSOLETE.1836

MAR 71

ENG FORM

5-50/0.3-0-0 N=50+

0.1

4.0

6.0

8.0

9.8

11.2

[TOPSOIL] Very Soft Brown SILT with mica, organics, and rock fragments, moist (1 inch) [ML] Soft, Brown SILT with mica, rock fragments and roots, moist

[ML] Firm, Brown, Yellowish Brown and Orangish Brown SILT with mica and roots, moist

[CL] Firm, Orangish Brown and Yellowish Brown SILT with mica and trace rock fragments, dry

[ML] Soft, Reddish Brown SILT with mica and some clay, moist

[SC] Very Loose, Brown, Reddish Brown, and Orangish Brown Silty Fine SAND with mica, wet

[SC] Very Loose, Gray and Reddish Brown Silty Fine SAND with mica, wet

Auger Refusal at 11.2 feet below ground surface.

+497.1

+495.2

+493.2

+491.2

+489.2

+487.4

+486.0

SS-1

0' to 2'

SS-2

2' to 4'

SS-3

4' to 6'

SS-4

6' to 8'

SS-5

8' to 10'

No Water Level Reading on 8/13/2015 at 1520 after auger removal

Roots extend to a depth of 4 feet bgs

Cave-in depth at 9.4 feet bgs on 8/13/2015 at 1520 Water Level Reading at 9.6 feet bgs on 8/14/2015 at 1035

Auger refusal at 11.2 feet bgs indicates possible top of rock.

1-1-3-4 N=4

2-3-3-4 N=6

3-3-2-3 N=5

1-1-2-1 N=3

WH-1-1-1

N=2

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

LEGEND

CLASSIFICATION OF MATERIALS

(Description)

ELEVATION DEPTH

a fc eb gd

SAMPLE

DEPTH

(feet)

SAMPLE

BLOWS

487.6

3 1/4 HSA

INSTALLATION SHEET

John Howley

Jennifer Spitz10.0

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

17. ELEVATION TOP OF HOLE

15. ELEVATION GROUND WATER

SHEETS

STARTED COMPLETED

Hole No. BH-2

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

DISTURBED

1. PROJECT

+497.2

US Army Corps of Engineers, Savannah District UNDISTURBED13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

18. TOTAL CORE RECOVERY FOR BORING

3. DRILLING AGENCY

5. NAME OF DRILLER

6. DIRECTION OF HOLE

DEG. FROM VERT.

4. HOLE NO. (As shown on drawing title and file number)

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE

DIVISION

8/13/2015---

12. MANUFACTURER'S DESIGNATION OF DRILL

OF

BH-2

10. SIZE AND TYPE OF BIT

Amherst County, Virginia N 4,141,758.1 E 667,585.7

2. LOCATION (Coordinates or Station)

19. GEOLOGIST

CME-550

VERTICAL INCLINED

James River Stream Bank Stabilization

8/13/2015

DRILLING LOG 1

Hole No. BH-2

/1 /2

PROJECT HOLE NO.

James River Stream Bank Stabilization BH-2PREVIOUS EDITIONS ARE OBSOLETE.1836

MAR 71

ENG FORM

0.2

4.0

6.0

6.5

8.8

[TOPSOIL] Very Soft, Brown, Silty CLAY with organics, moist (2 inches) [CL] Stiff, Brown, Silty CLAY with rock fragments, dry

[CL] Stiff, Brown, Orangish Brown, Red and Black CLAY with roots, mica, and rock fragments, dry

[SM-SC] Loose, Brown and Orangish Brown Silty and Clayey Fine SAND with roots, mica, and trace rock fragments, dry

[SM] Very Dense, Brown Silty Fine SAND with mica and rock fragments, wet [SM] Medium Dense to Very Dense, Brown, Reddish Brown, Orangish Brown, and Yellowish Brown Silty Fine SAND with rock fragments and mica, dry

Auger refusal at 8.8 feet below ground surface.

+497.8

+496.0

+494.0

+492.0

+491.5

+489.2

SS-1

0' to 2'

SS-2

2' to 4'

SS-3

4' to 6'

SS-4

6' to 7'

SS-5

7' to 8'

SS-6

8' to 9'

No Water Level Reading on 8/13/2015 at 1415 after auger removal

No Water Level Reading on 8/14/2015 at

Roots extend to a depth of 6 feet bgs

Cave-in Depth 7.5 feet on 8/13/2015 at 1415 after auger removal

Auger refusal at 8.8 feet bgs indicates possible top of rock.

1-5-9-5 N=14

2-4-6-6 N=10

8-16-0-0 N=16

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

LEGEND

CLASSIFICATION OF MATERIALS

(Description)

ELEVATION DEPTH

a fc eb gd

SAMPLE

DEPTH

(feet)

SAMPLE

BLOWS

3 1/4 HSA

INSTALLATION SHEET

John Howley

Jennifer Spitz8.8

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

17. ELEVATION TOP OF HOLE

15. ELEVATION GROUND WATER

SHEETS

STARTED COMPLETED

Hole No. BH-3

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

DISTURBED

1. PROJECT

+498.0

US Army Corps of Engineers, Savannah District UNDISTURBED13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

18. TOTAL CORE RECOVERY FOR BORING

3. DRILLING AGENCY

5. NAME OF DRILLER

6. DIRECTION OF HOLE

DEG. FROM VERT.

4. HOLE NO. (As shown on drawing title and file number)

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE

DIVISION

8/13/2015---

12. MANUFACTURER'S DESIGNATION OF DRILL

OF

BH-3

10. SIZE AND TYPE OF BIT

Amherst County, Virginia N 4,141,780.9 E 667,503.8

2. LOCATION (Coordinates or Station)

19. GEOLOGIST

CME-550

VERTICAL INCLINED

James River Stream Bank Stabilization

8/13/2015

DRILLING LOG 1

Hole No. BH-3

/1 /2

PROJECT HOLE NO.

James River Stream Bank Stabilization BH-3PREVIOUS EDITIONS ARE OBSOLETE.1836

MAR 71

ENG FORM

50/0.4-0-0-0 N=50+

50/0.5-0-0-0 N=50+

4-3-5-50/0.5 N=8

0.2

4.0

6.0

7.5

10.0

[TOPSOIL] Very Loose, Brown and Tan Silty Fine SAND with organics and trace rock fragments, moist (2 inches) [SM] Medium Dense, Brown and Tan Silty Fine SAND with roots and trace rock fragments, moist [SM] Medium Dense, Brown Mottled Orangish Brown Silty Fine SAND with rock fragments and mica, moist [ML] Firm, Brown and Orangish Brown SILT with mica and some roots, dry [ML] Soft, Brown Mottled Orangish Brown, Reddish Brown and Black SILT with mica and some clay, moist [SM] Very Loose, Brown Silty Fine SAND with rock fragments and mica and roots

Auger Refusal at 10 feet below ground surface.

+496.3

+494.5

+492.5

+490.5

+489.0

+486.5

SS-1

0' to 2'

SS-2

2' to 4'

SS-3

4' to 6'

SS-4

6' to 8'

SS-5

8' to 10'

Water Level at 7.47 feet bgs on 8/14/2015 at 1056 Cave-in at 8.1 feet bgs on 8/13/2015 at 1246 after auger removal Water Level at 8.12 feet bgs on 8/13/2015 at 1240 after auger removal Roots extend to a depth of 10 feet bgs Auger refusal at 10 feet bgs indicates possible top of rock.

2-3-10-8 N=13

6-6-7-5 N=13

2-3-3-3 N=6

1-1-1-1 N=2

WH-1-0-8

N=1

REMARKS

(Drilling time, water loss, depth weathering, etc., if significant)

LEGEND

CLASSIFICATION OF MATERIALS

(Description)

ELEVATION DEPTH

a fc eb gd

SAMPLE

DEPTH

(feet)

SAMPLE

BLOWS

489.0

3 1/4 HSA

INSTALLATION SHEET

John Howley

Jennifer Spitz10.0

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

17. ELEVATION TOP OF HOLE

15. ELEVATION GROUND WATER

SHEETS

STARTED COMPLETED

Hole No. BH-4

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

DISTURBED

1. PROJECT

+496.5

US Army Corps of Engineers, Savannah District UNDISTURBED13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

18. TOTAL CORE RECOVERY FOR BORING

3. DRILLING AGENCY

5. NAME OF DRILLER

6. DIRECTION OF HOLE

DEG. FROM VERT.

4. HOLE NO. (As shown on drawing title and file number)

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE

DIVISION

8/13/2015---

12. MANUFACTURER'S DESIGNATION OF DRILL

OF

BH-4

10. SIZE AND TYPE OF BIT

Amherst County, Virginia N 4,141,767.7 E 667,464.9

2. LOCATION (Coordinates or Station)

19. GEOLOGIST

CME-550

VERTICAL INCLINED

James River Stream Bank Stabilization

8/13/2015

DRILLING LOG 1

Hole No. BH-4

/1 /2

PROJECT HOLE NO.

James River Stream Bank Stabilization BH-4PREVIOUS EDITIONS ARE OBSOLETE.1836

MAR 71

ENG FORM

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

11/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.4 SPECIAL WORK REQUIREMENTS

1.4.1 Mussel Survey and Relocation

1.4.2 Existing Manholes and Sanitary Sewer Pipe Location and

Condition

1.4.2.1 Sewer Line Cleaning

1.4.2.2 Closed-Circuit Television Requirements

1.4.3 Use of Turbidity Curtain(s)

1.4.4 Transportation Facilities

1.5 LOCATION OF UNDERGROUND FACILITIES/UTILITIES

1.5.1 Notification Prior to Excavation

1.6 LAYOUT OF WORK AND SURVEYS

1.6.1 General

1.6.2 Pre-Construction Survey

1.6.3 Post-Construction Survey

1.6.4 Placement Records and Survey Data

1.7 Electronic Survey and Positioning Systems

1.8 Water

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

11/17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Hydrographic Surveying Manual

EM 1110-1-1005 (2007) Control and Topographic Surveying Manual

VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)

VDOTRBS (2016) Virginia Department of Transportation Road and Bridge Specifications

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

*Pre-Construction Survey; G The Pre-construction survey data shall be submitted within five

(5) business days after completion of the surveys in that area.

Data shall be submitted in the format specified herein.

*Pre-Construction Closed-Circuit Television (CCTV) Sewer Pipeline Inspection Video; G The contractor shall submit 2 copies of visual and audio recording.

SD-11 Closeout Submittals

*Post-Construction Survey; G

The Post-Construction survey shall be completed and submitted for Government review no later than 30 calendar days after acceptance of final project.

*Placement Records; G

*Post-Construction Closed-Circuit Television (CCTV) Sewer Pipeline Inspection Video; G

SECTION 01 11 00 Page 2

The contractor shall submit 2 copies of visual and audio recording.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The purpose of this project is to protect the Amherst County gravity sewer line by stabilizing a segment of the James River banks and shoreline (shown in the contract drawings) that has severely eroded. The work includes performing pre and post construction survey of the project area, performing pre and post construction CCTV inspection video, excavating, clearing, grubbing, grading, placement of fill material, placement of Class II ( VDOTRBS)riprap/armor stone, placement of geotextile fabric, placement of marine filter mattresses, and any incidental work related to the construction of this project.

1.3.2 Location

The work shall be located in Amherst County, Virginia off the James River, as indicated on the contract drawings.

1.4 SPECIAL WORK REQUIREMENTS

1.4.1 Mussel Survey and Relocation

The Contractor shall hire a qualified Biologist to conduct a Mussel Survey and Relocation. Refer to Section 01 56 00 MUSSEL RELOCATION REQUIREMENTS for guidelines and requirements.

1.4.2 Existing Manholes and Sanitary Sewer Pipe Location and Condition

The Contractor shall confirm the location and condition of the manholes and sanitary sewer line in order to prevent damage to the utility. The manholes are currently mark by white PVC poles (an image of the markings is shown in the construction drawings). The Contractor shall confirm the locations and conditions of the manholes, maintain the PVC markings, and shall ensure that a three (3) foot radius buffer from the center of manhole covers are maintained to protect the manholes from damage. If the C ontractor damages any structures or utilities in the project vicinity during the construction of the project, the Contractor shall repair and replace any damages at his own expense and at no cost to the Government.

To reduce potential damage to the sanitary sewer pipeline, the proposed revetment shall not overlie the existing ground above the pipeline. The contractor shall not excavate within the sanitary sewage pipeline easement boundaries.

1.4.2.1 Sewer Line Cleaning

The contractor is required to clean the sewer line before Pre-Construction Closed-Circuit Television (CCTV). Refer to SECTION 33 01 35 SEWER LINE CLEANING for more guidance on the sewer line cleaning.

1.4.2.2 Closed-Circuit Television Requirements

To ensure that the Contractor does not impact or damage the existing sewer pipeline, the Contractor shall conduct a Pre-Construction Closed-Circuit Television (CCTV) Sewer Pipeline Inspection Video to confirm the overall condition of the pipe prior to the start of any construction work. After

SECTION 01 11 00 Page 3 the completion of all construction work, the Contractor shall also perform a Post-Construction Closed-Circuit Television (CCTV) Sewer Pipeline Inspection Video. The post-construction CCTV inspection shall confirm that no cracks or moments of pipeline and joints occurred as a result of construction activities. There can be no standing fluid in the sewer line during the CCTV inspections; if there is standing water the CCTV inspection will be rejected and it much be re-done at no additional cost to the Government.

The television inspection shall be performed one section of pipeline at a time. A footage counter device, which measures the distance traveled by the camera in the sewer, shall be accurate to plus or minus 2 feet in 1,000 feet. The Contractor shall provide the Government and the Amherst County Service Authority copy of a color Pre and Post-Installation TV Inspection Video on DVD that can be replayed in a standard DVD player device. The audio portion of the composite digital video shall be sufficiently free from electrical interference and background noise to provide complete intelligibility of the oral report. The camera image shall be down the center axis of the pipe when the camera is in motion.

The Contractor is required to provide a 360 degrees radial close up view of the pipe interior using a camera with pan and tilt capabilities for 8-inch diameter and larger pipes. Points of interest shall also be digitally recorded and shall include, but not be limited to, defective joints, ovality, debris, sediment, cracked pipes, holes, or blockages.

The Contractor shall develop and keep printed location records that clearly show the location in relation to an adjacent manhole of each infiltration point observed during inspection. In addition, record other points of significance such as locations of building sewers, unusual conditions, roots, storm sewer conditions, broken pipe, presence of scale and corrosion, and other discernible features.

The Contractor shall also take digital photographs or digital video stills of any defects or points of interest recorded on the inspection report. If no defects are present provide one still image of pipe for information purposes.

In addition the CCTV shall be taken by a pan and tilt pipe inspection camera that pans 275 degrees and rotates 360 degrees for close up view showing the sewer pipeline condition.

Inspection shall be performed in accordance with NASSCO's Pipeline Assessment and Certification Program (PACP) or/and Manhole Assessment and Certification Program (MACP).

Refer to SECTION 33 01 36 TV INSPECTION OF SEWER LINES for more guidance on the Closed-Circuit Television Requirements.

1.4.3 Use of Turbidity Curtain(s)

Type III ( VDOTRBS) turbidity curtains shall be properly secured at all times during the placement of fill and rock material. See Turbidity Curtain Specifications attached at the end of this section and detail in contract drawings.

1.4.4 Transportation Facilities

The road to access the project site is a steep, muddy gravel road which

SECTION 01 11 00 Page 4 leads to the pump station, laydown area, and construction area. The road over the sewer pipe is a non-paved access dirt road. The Contractor shall construct a gravel road at the start of the temporary construction entrance which shall continue onto the dirt road which overlies the sanitary sewer pipe and shall extend to the end of the proposed project limits. The locations are shown in the drawings. The dirt road shall support the transport of construction material, heavy equipment, and avoid damage to the sewer line. The Contractor shall verify that the access dirt road and all other roads used to access the site and construction area are maintained during construction and arerestored to pre-construction conditions after construction is complete.

1.5 LOCATION OF UNDERGROUND FACILITIES/UTILITIES

The Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with local requirements, at no additional cost to the Government. The Contractor will be responsible for maintaining all utility markings during construction.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.6 LAYOUT OF WORK AND SURVEYS

1.6.1 General

The Contractor shall be responsible for the expense and layout of all work. The Contractor's work methods may require physical markings to be placed for easement control points. All range markers or that otherwise are required to accomplish the work, shall be placed in the field and marked by a licensed Professional Engineer or Surveyor currently licensed in the Commonwealth of Virginia. The licensed Professional Engineer or Surveyor shall have Topographic and Hydrographic Surveying Experience. All hydrographic surveying shall be in accordance with EM 1110-2-1003 and all topographic surveying shall be in accordance with EM 1110-1-1005 . The horizontal plane of reference for the surveys shall be the Virginia State Plane Coordinate System (South Zone), in U.S. Survey Feet, North American Datum of 1983 (NAD 83).

1.6.2 Pre-Construction Survey

Conditions existing during the preparation of this contract may not be an accurate representation of the site area conditions existing at the commencement of work operations. Consequently, the Contractor shall perform a pre-construction survey of the entire project area to confirm site conditions. Survey cross-sections shall be taken on parallel profile lines (ranges) spaced at a maximum of 100 feet intervals. Elevations along the cross-sections shall be taken at a maximum of 10 foot intervals, with additional elevations taken at breaks in grade and as necessary to describe all hydrographic and topographic features. The pre-construction condition surveys shall be completed and submitted for Government review not later than thirty (30) calendar days after the receipt by him of the notice to proceed.

1.6.3 Post-Construction Survey

The post construction survey shall be completed and submitted for

SECTION 01 11 00 Page 5

Government review no later than thirty (30) calendar days after acceptance of final project and comply with the same requirements stated for the pre-construction survey.

1.6.4 Placement Records and Survey Data

The Contractor shall also refer to Section 01 78 00 for direction of final As-Built drawings. All original field notes, computations, and other records for the purpose of the layout of surveys and determining material placed by the Contractor shall be recorded in duplicating field books, the original pages of which shall be stamped and signed by the licensed surveyor as specified and furnished promptly to the Contracting Officer at the site of the work. The Contractor shall furnish the Contracting Officer the profile data compiled and certified by the licensed surveyor as specified for each respective survey on a computer disk. The survey data shall be recorded digitally on CD-ROM in ASCII x,y,z format. The data shall be submitted to the Government in the following files:

a. ASCII files compatible with the Interactive Survey Reduction Program (ISRP), 2.8 format using distance offset from the baseline (x) and elevation (z).

b. ASCII files having a descriptive header for each profile line followed by three columns: Easting (x), Northing (y) and Elevation (z).

c. Plotted cross section drawings in AutoCAD 2017 or later format and AutoCAD files for each cross section survey taken. Each drawn cross section shall show the station that it was taken from.

d. The Government reserves the right to change and revise requirements at the Preconstruction Conference to the survey data formats as described above.

1.7 Electronic Survey and Positioning Systems

All plant utilized for stone placement at the construction area(s) shall be equipped with electronic hardware and software capable of providing real time horizontal positioning of USCG DGPS NAV BEACON (+/- 1 to 3 meters) quality or better, on a computer display real time during material placement operations. Software package such as HYPACK or equivalent are capable of accomplishing these requirements. The system should have the capability displaying a shape file of leases and or any structure that the equipment needs to avoid. It should be able to capture the accurate tracking of the equipment and playback in 60 second intervals. The tracking positions must be recorded on a disk every 15 minutes and submitted to the contracting officer on a weekly basis. All electronic survey and plant positioning equipment, and the work accomplished with the use of the system must render the results in the same datum coordinate system as indicated on the drawing.

All work accomplished with the use of the systems shall be reviewed and certified as accurate by the Contracting Quality Control manager. This signed certification shall be submitted as part of the Daily report of Operations in accordance with the requirements of SECTION 01 45 00 CONTRACTOR QUALITY CONTROL to assure that all work being performed with the use of the equipment and system meets or exceeds the contract requirement.

SECTION 01 11 00 Page 6

1.8 Water

Water for cleaning will be provided by Amherst County Service Authority (ACSA). The Contractor will coordinate use of a single hydrant in the area. The Contractor is responsible for providing backflow protection and getting system approved by ACSA prior to use.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

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PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 Construction Restrictions

1.4 Personnel Restrictions

1.5 Time of Year Restriction

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Activity Regulations

1.6.1.1 Subcontractors and Personnel Contacts

1.6.2 Working Hours

1.6.3 Work Outside Regular Hours

1.6.4 Miss Utility (va 811.com) Notification

1.6.5 Utility Cutovers and Interruptions

1.7 PHYSICAL DATA

1.7.1 Physical Conditions Information

1.7.2 Site Related Weather Conditions

1.7.3 Time Extensions For Unusually Severe Weather

1.7.3.1 Schedule

1.7.4 Responsibility

1.7.5 Condition of Construction Areas

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PART 3 EXECUTION

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WORK RESTRICTIONS

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PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals list of contact personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Permission to interrupt any activity roads, railroads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 Construction Restrictions

The Contractor shall be aware that the river elevation varies as much as +/- 10 feet. At the river high flows, the Contractor must be aware that work in the project area/vicinity will be limited or not possible. The Contractor is required to monitor the river elevations during the construction period. If a high river flow event is experienced during the construction of the project, temporary protection layers must be applied to prevent erosion and loss of material in the construction area.

1.4 Personnel Restrictions

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all federal, state, and local laws, ordinances, criteria, rules and regulations. The Contractor's plans for restricting personnel access to the project site shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan).

The Contractor's employees, subcontractors, vendors, shall not open, enter, or operate any of Amherst County Service Authority's sewer and pumping facilities, with the exception of the pump station laydown areas shown on the drawings. No materials of any kind shall be disposed of in the sewer manholes or pipes, the sewer easement, or the security area.

1.5 Time of Year Restriction

There are no time of year restrictions for this project.

SECTION 01 14 00 Page 2

1.6 CONTRACTOR ACCESS AND USE OF PREMISES

1.6.1 Activity Regulations

Ensure that the Contractor personnel employed on the Activity become familiar with and obey activity regulations including safety, fire, traffic and security regulations. They will stay within the limits of the work and avenues of ingress and egress and wear hard hats in designated areas. They will not enter any restricted areas unless required to do so and are cleared for such entry. Ensure the Contractor's equipment is marked for identification.

The contractor shall ensure that personnel abide by the posted speed limits on the site access route. Site access route is provided at the end of this SECTION. The contractor shall ensure that personnel shall take caution when traveling and transporting equipment and materials up and down the site access road.

1.6.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.6.2 Working Hours

Regular working hours must consist of an period excluding Government holidays. Regular working hours shall occur during daylight. If the contractor would like to work outside of daylight hours, the contractor shall submit a request to the COR.

1.6.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress.

1.6.4 Miss Utility (va 811.com) Notification

The Contractor shall contact Miss Utility to confirm location of all manholes, sanitary sewer lines, and any other utilities. The Contractor shall comply with all requirements of the Virginia Underground Utility Damage Prevention Act § 56-265.14 (the Miss Utility law). The Contractor must call the Miss Utility Notification Center at 811 OR 1-800-552-7001 before commencing any excavation work.

The Contractor shall provide to the Government, in writing, all Ticket numbers, Miss Utility system responses and other information upon completion of the Contractor's notification process to Miss Utility prior to the start of work. Requirements of the law, procedures to followed by the Contractor and other pertinent information for the Contractor's use can be found at http://www.missutilityofvirginia.com (or http://va811.com/lawspolicies/). Each "person" as defined in the Underground Utility Damage Prevention Act must provide their own notice of excavation. Subcontractors may not work under another company's ticket unless they are under the direct supervision of the company that provided the notice of excavation.

SECTION 01 14 00 Page 3

The Contractor shall allow a minimum of 48 hours after notifying the Miss Utility notification center and begin excavation only after checking the Positive Response System, and confirm through the Ticket Information Exchange (TIE) System, that all applicable utilities have either marked their underground line locations or reported that no lines are present in the work vicinity. The Contractor shall wait an additional 24 hours before commencing excavation work if any utility operators have failed to respond to the Ticket Information Exchange within the first 48 hours.

1.6.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours." There shall be no utility cutovers or interruptions without written Amherst County Service Authority approval.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air, are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The County will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.7 PHYSICAL DATA

1.7.1 Physical Conditions Information

The physical conditions indicated on the drawings and in the specifications are the result of site investigations and surveys.

Information and data furnished are for the Contractor's information;

however, it shall be expressly understood that the Government will not be responsible for any interpretation or conclusion drawn from this information or data by the Contractor.

1.7.2 Site Related Weather Conditions

The Contractor shall anticipate that severe weather conditions may occasionally interfere with the progress of work. Complete weather forecasts, records and reports may be obtained from the National Weather Service in Wakefield, Virginia, telephone (757) 899-4200. Menu selection service or operator assisted as applicable. The Contractor shall be aware of the hazards likely to arise from the weather conditions during the construction period. Allowance for claims of weather delays are solely based upon the Government Contracting Officer's discretion. Basis for allowing any delay for weather related delay time shall be based upon FAR clauses 52.236-3, 52.236-4, and 52.249-10.

1.7.3 Time Extensions For Unusually Severe Weather

This provision specifies the procedure for the determination of time

SECTION 01 14 00 Page 4 extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather may actually cause a delay to the completion of the project. The delay must be beyond the Contractor's control and without the fault or negligence of the Contractor.

1.7.3.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

10 9 8 6 7 7 9 6 5 5 6 9

1.7.4 Responsibility

The Contractor shall hold and save harmless the United States, its officers, and employees from all claims that may arise as a result of the Contractor's negligence in connection with the work performed under the contract, from noncompliance by the Contractor with the provisions of the contract drawings and specifications, or from the instruction of the Contracting Officer.

1.7.5 Condition of Construction Areas

The required construction areas specified on the plans are based on the condition of the site at the time of the most recent surveys as indicated.

The conditions shown by the surveys specified are subject to change due to the natural forces of rain, wind, waves, river velocities and flows which constantly erode the riverbank.

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MEASUREMENT AND PAYMENT

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PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 LUMP SUM PAYMENT ITEMS

1.3.1 Payment Item No. 0001 Mobilization and Demobilization

1.3.2 Payment Item No. 0002 Mussel Survey and Relocation

1.3.3 Payment Item No. 0003 Site Work

1.3.4 Payment Item No. 0004 Marine Filter Mattress for the Revetment

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Payment Item No. 0005 Gabion Stone (Fill Material for the

Revetment)

1.4.2 Payment Item No. 0006 Class II Armor Stone for the Revetment

1.4.3 Payment Item No. 0007 VDOT #21A Stone For Construction Road

1.5 MISPLACED MATERIAL

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MEASUREMENT AND PAYMENT

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT)

VDOTRBS (2016) Virginia Department of Transportation Road and Bridge Specifications

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Scale Tickets

Submit certified weight scale tickets for stone.

SD-07 Certificates

Weight Scale Certification; G

A copy of the certification from the regulatory agency attending to the scale's accuracy.

1.3 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

SECTION 01 22 00.00 10 Page 2

1.3.1 Payment Item No. 0001 Mobilization and Demobilization

All costs connected with the mobilization and demobilization of all of the Contractor's plant and equipment as defined below will be paid for at the contract lump sum price for this item. Sixty percent of the lump sum price will be paid to the Contractor upon completion of his mobilization at the work site. The remaining forty percent will be paid to the Contractor upon completion of demobilization. In the event the Contracting Officer considers that the amount in this item, sixty percent which represents mobilization and forty percent which represents demobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer will result in payment of actual mobilization costs, as determined by the Contracting Officer, at the completion of mobilization, and actual demobilization costs, as determined by the Contracting Officer, at the completion of demobilization. The determination of the Contracting Officer is not subject to appeal.

Mobilization shall include all costs for operations accomplished prior to commencement of actual construction operations. This shall include as a minimum the following:

a. Transportation of personnel, equipment, and materials to the job site.

b. Any required labor and materials to set up working operations (i.e.

administrative, electricity, telephone, lay down area preparations, etc.)

c. Construction of access to construction area.

d. All costs for any other associated work that is necessary in advance of the actual project.

Demobilization shall include general preparation for closeout of project including, but not limited to Transportation of personnel, equipment, and materials from the job site, decommissioning of temporary facilities, etc.

1.3.2 Payment Item No. 0002 Mussel Survey and Relocation

Payment will be made for costs associated with all methods and material and labor required to perform a Mussel Survey and Relocation of mussels, if found.

1.3.3 Payment Item No. 0003 Site Work

Payment will be made for costs associated with all methods material and labor required for performing pre and post construction survey of the project area, performing pre and post construction CCTV inspection video, site-work: excavating, grading, drainage, clearing & grubbing, tree removal, and disposal of debris,and seeding per the plans and specifications, shall be all inclusive and complete. All access roads leading to the project site shall be maintained during construction and restored to pre-construction conditions or better after construction. The gravel road which will extend from the temporary construction entrance to the end of the project limits on the dirt road over the sanitary sewer pipe shall also be maintained during construction.

1.3.4 Payment Item No. 0004 Marine Filter Mattress for the Revetment

Payment items for costs associated with furnishing, transporting, SECTION 01 22 00.00 10 Page 3 stockpiling (if applicable), placing and constructing the marine filter mattress (6" thickness) including stone fill and geotextile fabric as specified.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.4.1 Payment Item No. 0005 Gabion Stone (Fill Material for the Revetment)

Payment will be made for costs associated with purchase, loading, transport, and placement of all fill material for the revetment. All fill material for the revetment will be 4 to 8 inch size gabion stone with a median stone size of 6 inches.

1.4.2 Payment Item No. 0006 Class II Armor Stone for the Revetment

This payment item includes all costs associated with the purchase, loading, transport, and placement of Class II stone to the project site. Class II Stone ( VDOTRBS) will be measured, for payment by the ton (2,000 pounds) by certified weight scale tickets furnished by a public weigh master provided for each truckload to the nearest whole ton. All weigh scale tickets shall be furnished to the Government. A copy of the Weight Scale Certification shall be furnished attesting to the scale's accuracy.

Scale(s) shall be inspected, tested and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. If commercial scales are readily available in close proximity 10 miles of site of work, the Contracting Officer may approve the use of the scales.

Payment to be made for all costs associated with stone placement of stone in the project areas to the lines and grades indicated, complete, surveying work, installing appropriate reef signs, and including all other associated work as indicated and as specified.

1.4.3 Payment Item No. 0007 VDOT #21A Stone For Construction Road

Payment will be mad for costs associated with purchase, loading, transport, and placement of VDOT #21A Stone ( VDOTRBS) for the construction road. After construction is complete the contractor shall keep the stone placed of the construction road in place.

1.5 MISPLACED MATERIAL

Any material that is deposited elsewhere than in places designated or approved by the Contracting Officer will not be paid for, and the Contractor may be required to remove such misplaced material and deposit it where directed by the Contracting Officer at the Contractor's expense.

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1.1 SUBMITTALS (NOT APPLICABLE)

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

1.2.2 Purpose

1.2.3 Discussion Items

1.3 OTHER MEETINGS DURING THE CONTRACT

1.4 MINUTES OF MEETINGS

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PART 1 GENERAL

1.1 SUBMITTALS (NOT APPLICABLE)

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer Representative (COR) will schedule and conduct an initial preconstruction conference. The Contractor's Project Manager, Superintendent and Quality Control System Manager shall attend these meetings. The Contractor is encouraged to have an officer of his company (Project Manager could be this person) and representation from each of his sub-contractors and major construction work divisions at the conferences. The conferences will be held at a location and time as specified by the COR.

1.2.2 Purpose

The purpose of this preconstruction conference is to enable the COR to outline the procedures that…