Specifications - W912PM23B0008.pdf

Solicitation No. W912PM23B0008 Contract No. W912PM23XXXXX

W KERR SCOTT DAM &

RESERVOIR EROSION CONTROL

PROJECT

WILKESBORO, NORTH CAROLINA

READY TO ADVERTISE - RTA

SPECIFICATIONS

13-MARCH-2024

W. Ker r Scot t Er osi on Cont r ol WKSEROSI ONCONTR

W912PM23B0008 RTA

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 02/ 11, CHG 1: 08/ 14 LI ST OF DRAWI NGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/ 15, CHG 2: 08/ 21 SUMMARY OF WORK

01 20 00 11/ 20, CHG 3: 02/ 23 PRI CE AND PAYMENT PROCEDURES

01 32 01. 00 10 08/ 23 PROJECT SCHEDULE

01 33 00 08/ 18, CHG 4: 02/ 21 SUBMI TTAL PROCEDURES

01 35 26 11/ 20, CHG 4: 08/ 23 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 02/ 19 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00 08/ 23 QUALI TY CONTROL

01 45 00. 15 10 11/ 23 RESI DENT MANAGEMENT SYSTEM CONTRACTOR

MODE ( RMS CM)

01 50 00 11/ 20, CHG 2: 08/ 22 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND

CONTROLS

01 57 19 08/ 22 TEMPORARY ENVI RONMENTAL CONTROLS

01 78 00 05/ 19, CHG 1: 08/ 21 CLOSEOUT SUBMI TTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 21 00 09/ 22 CONSTRUCTI ON SURVEYS

DI VI SI ON 31 - EARTHWORK

31 00 00 08/ 08, CHG 2: 02/ 21 EARTHWORK

31 05 19. 13 02/ 21 GEOTEXTI LES FOR EARTHWORK

31 11 00 11/ 18 CLEARI NG AND GRUBBI NG

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19 01/ 08, CHG 1: 11/ 14 STONE, CHANNEL, SHORELI NE/ COASTAL

PROTECTI ON FOR STRUCTURES

- - End of Pr oj ect Tabl e of Cont ent s - -

DOCUMENT PROJECT Page 1

SECTI ON TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

DOCUMENT 00 01 15

LI ST OF DRAWI NGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1. 1 SUMMARY

1. 2 CONTRACT DRAWI NGS

1. 3 SUPPLEMENTARY DATA

1. 3. 1 Bor i ng Logs

1. 3. 2 Hydr ogr aph Dat a

ATTACHMENTS:

At t achment 1 - W. Ker r Scot t Dam Shor e Pr ot ect i on Pr oj ect Auger Logs and Lab Dat a

- - End of Sect i on Tabl e of Cont ent s - -

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LI ST OF DRAWI NGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1. 1 SUMMARY

Thi s sect i on l i s t s t he dr awi ngs f or t he pr oj ect pur suant t o cont r act c l ause " DFARS 252. 236- 7001, Cont r act Dr awi ngs, Maps and Speci f i cat i ons. "

1. 2 CONTRACT DRAWI NGS

Cont r act dr awi ngs ar e t i t l ed " W. Ker r Scot t Dam & Reser voi r Er osi on Cont r ol Pr oj ect " and i ncl ude al l dr awi ng sheet s i ncl uded on t he " I ndex of Dr awi ngs" .

1. 3 SUPPLEMENTARY DATA

Suppl ement ar y dat a may not be a par t of t he cont r act but ar e i ncl uded wi t h t he dr awi ngs f or i nf or mat i onal pur poses.

1. 3. 1 Bor i ng Logs

The Gover nment does not guar ant ee t hat bor i ngs i ndi cat e act ual condi t i ons, except f or t he exact l ocat i ons and t he t i me t hat t hey wer e made. See At t achment 1 - W. Ker r Scot t Dam Shor e Pr ot ect i on Pr oj ect Auger Logs and Lab Dat a f or det ai l s.

1. 3. 2 Hydr ogr aph Dat a

Reser voi r hydr ogr aph dat a has been obt ai ned by t he Gover nment f or W. Ker r Scot t Reser voi r at Dam NR Wi l kesbor o, NC - 02111391. The Gover nment does not guar ant ee t hat t he hydr ogr aph dat a i ndi cat es act ual condi t i ons, except f or t he exact l ocat i ons and t he t i me t hat t hey wer e made. Cont r act or shal l f i nd t he most r ecent dat a at t he f ol l owi ng l i nk:

ht t ps: / / wat er dat a. usgs. gov/ moni t or i ng- l ocat i on/ 02111391/ #par amet er Code=62614&per i od=P365D

- - End of Document - -

DOCUMENT 00 01 15 Page 2

1028.0

Lab = (SP-SM) Poorly Graded Silty Sand with a trace of gravel

N 874485 E 1342320

11. MANUFACTURER'S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

1. PROJECT

NAD83W. KERR SCOTT DAM SHORE PROTECTION PROJECT

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

South Atlantic Division

USACE, Wilmington District

OF

INSTALLATION

15. DATE BORING

9. COORDINATE SYSTEM

17. TOTAL CORE RECOVERY FOR BORING

DISTURBED12. TOTAL SAMPLES

DEG FROM

VERTICAL

DIVISION

NC State Plane - North Carolina

Joseph Locke

COMPLETED

Kelley Kaltenbach, P.G., Geologist

VERTICAL

1.0'

VERTICAL

UNDISTURBED

5. DIRECTION OF BORING

5/9/23

SHEETS

4. NAME OF DRILLER

SHEET

INCLINED

HORIZONTAL

N/A

3. DRILLING AGENCY

NAVD88

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

14. ELEVATION GROUND WATER

DRILLING LOG

5/9/23

1 0

N/A

N/A

Date Drafted: 5/10/2023

1.0'

WKS-23-GS-03

Drafted By: Kelley Kaltenbach, P.G.

Hand Auger

BEARING

Reviewed By: Jay Locke Date Checked: 01/04/2023 VERSION: Final

2. HOLE NUMBER

13. TOTAL NUMBER CORE BOXES

Wilmington District

18. CORE LOGGER

Boring Designation WKS-23-GS-03

SHEET 1 of 1

ELEV

(feet) a

JAN 2018

SAW FORM 1836-A (LAND-BASED SOIL BORING)

LEGEND

c

Wilmington District Geotechnical Section

DEPTH

(feet) b

0.0

[H.P.] /

% CORE

REC

e

Boring Designation WKS-23-GS-03

REMARKS

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

Elevation established from USACE Topo-Survey, May 2023. Vdatum is

NAVD88.

Soil Test Hand Auger

1031' NAVD88

GRAB SAMPLE 1.0 ft DEEP

SOILS ARE FIELD VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

CLASSIFICATION OF MATERIALS

(Description) d

BOX OR

SAMPLE #

f

SP-SM (0 to 1 ft): POORLY GRADED SAND WITH SILT: Brown, fine to medium-grained, silty sand, few coarse sand, trace fine gravel, trace mica, very loose, Grab Sample.

S-1

1.0

0.0

0.0010.010.1110100

27.3

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-GS-03

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-1

500 50 5

REQUISITION: W81LJ831573125

PL

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-GS-03

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

0.0 to 1.0

Yellowish Brown, Poorly Graded Silty Sand (SP-SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18697

Other tests, when reported, were conducted in general accordance with

ASTM's D422, D854, D2216, D2487 & D4318.

1036.0

Lab = (ML) M.C. = 23.2% Inorganic Silt with some sand

M.C. = 20.2%;

Lab = (ML) M.C. = 20.1%; Inorganic Silt with some sand

M.C. = 20.0%

Lab = (ML); LL = 46; PL = 38; PI = 8 M.C. = 20.3% Inorganic Silt with some sand

Lab = (ML) M.C. = 20.6%

Lab = (ML) M.C. = 23.4% Inorganic Silt with some sand

M.C. = 22.8%

N 874459 E 1342379

11. MANUFACTURER'S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

1. PROJECT

NAD83W. KERR SCOTT DAM SHORE PROTECTION PROJECT

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

South Atlantic Division

USACE, Wilmington District

OF

INSTALLATION

15. DATE BORING

9. COORDINATE SYSTEM

17. TOTAL CORE RECOVERY FOR BORING

DISTURBED12. TOTAL SAMPLES

DEG FROM

VERTICAL

DIVISION

NC State Plane - North Carolina

Joseph Locke

COMPLETED

Kelley Kaltenbach, P.G., Geologist

VERTICAL

8.0'

VERTICAL

UNDISTURBED

5. DIRECTION OF BORING

5/8/23

SHEETS

4. NAME OF DRILLER

SHEET

INCLINED

HORIZONTAL

N/A

3. DRILLING AGENCY

NAVD88

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

14. ELEVATION GROUND WATER

DRILLING LOG

5/8/23

8 0

N/A

N/A

Date Drafted: 5/10/2023

8.0'

WKS-23-HA-01

Drafted By: Kelley Kaltenbach, P.G.

Hand Auger

BEARING

2. HOLE NUMBER

13. TOTAL NUMBER CORE BOXES

Reviewed By: Jay Locke Date Checked: 01/04/2024 VERSION: Final

Wilmington District

18. CORE LOGGER

Boring Designation WKS-23-HA-01

SHEET 1 of 1

ELEV

(feet) a

JAN 2018

SAW FORM 1836-A (LAND-BASED SOIL BORING)

LEGEND

c

Wilmington District Geotechnical Section

DEPTH

(feet) b

0.0

2.0

4.0

6.0

8.0

[H.P.] /

% CORE

REC

e

Boring Designation WKS-23-HA-01

REMARKS

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

Elevation established from USACE Topo-Survey, May 2023. Vdatum is

NAVD88.

Humbolt Dynamic Cone Penetrometer (DCP) H-4202 used;

15-lb steel mass falling 20-inches.

DCP coorelations to SPT may be made by referencing Sowers and Hedges (1966).

Soil Test Hand Auger

1050' NAVD88

ML (0 to 8 ft), INORGANIC SILT: Light brown to brownish red, fine-grained, low plasticity, clayey silt, trace fine sand, trace clay, no, medium stiff, (inorganic silt: residual soil). Contains roots and vegetative material. DCP = 3-3-5.

(1 ft), Light brown to reddish brown, stiff, contains trace mica, little roots and vegetative material. DCP = 5-5-8.

(2 ft), hard, DCP = 8-12-20.

(3 ft), Light reddish brown mottled with orange, hard, DCP = 8-16-19.

(4 ft), Light brown to tan, hard, DCP = 12-18-20.

(5 ft), Light brown to reddish brown, no fine sand, trace clay, trace mica, hard, occasional weathered rock fragments or fine gravel.

(6 ft), Light orangish brown mottled with black, no weathered rock, no gravel, no roots or vegetative material, (residual soil).

(7 ft), little clay, trace mica, no weathered rock, no gravel, no roots or vegetative material, (residual soil).

BOTTOM OF BOREHOLE AT 8.0 ft

SOILS ARE FIELD VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

CLASSIFICATION OF MATERIALS

(Description) d

BOX OR

SAMPLE #

f

S-1

S-2

S-3

1.0

2.0

3.0

S-4

4.0

S-5

5.0

S-6

6.0

S-7

7.0

S-8

8.0

0.0010.010.1110100

23.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-01

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-1

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-01

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

0.0 to 1.0

Red, (Visual) Inorganic Silt (ML), with a little sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18675

0.0010.010.1110100

20.1

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-01

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-3

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-01

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

2.0 to 3.0

Red, (Visual) Inorganic Silt (ML), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18677

0.0010.010.1110100

20.3

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-01

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-5

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-01

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

4.0 to 5.0

Light Red, Inorganic Silt (ML), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18679

0.0010.010.1110100

23.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-01

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-7

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-01

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

6.0 to 7.0

Light Red, (Visual) Inorganic Silt (ML), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18681

1031.0

Lab = (CH); LL = 50; PL = 28; PI = 22 M.C. = 25.0% Fat Clay with a little sand

Lab = (ML); LL = 45; PL = 30; PI = 15 M.C. = 25.3% Inorganic Silt with sand

Lab = (ML); LL = 38; PL = 32; PI = 6 M.C. = 24.5% Inorganic Silt with sand

Lab = (ML); LL = 39; PL = 33; PI = 6 M.C. = 26.9% Inorganic Silt with sand

Lab = (ML) M.C. = 27.35% Inorganic Silt with sand

Lab = (ML); LL = 38; PL = 29; PI = 9 M.C. = 25.9%

Lab = (ML) M.C. = 23.8% Inorganic Silt with sand

M.C. = 28.0%

N 874465 E 1342365

11. MANUFACTURER'S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

1. PROJECT

NAD83W. KERR SCOTT DAM SHORE PROTECTION PROJECT

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

South Atlantic Division

USACE, Wilmington District

OF

INSTALLATION

15. DATE BORING

9. COORDINATE SYSTEM

17. TOTAL CORE RECOVERY FOR BORING

DISTURBED12. TOTAL SAMPLES

DEG FROM

VERTICAL

DIVISION

NC State Plane - North Carolina

Joseph Locke

COMPLETED

Kelley Kaltenbach, P.G., Geologist

VERTICAL

8.0'

VERTICAL

UNDISTURBED

5. DIRECTION OF BORING

5/8/23

SHEETS

4. NAME OF DRILLER

SHEET

INCLINED

HORIZONTAL

N/A

3. DRILLING AGENCY

NAVD88

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

14. ELEVATION GROUND WATER

DRILLING LOG

5/8/23

8 0

N/A

N/A

Date Drafted: 5/10/2023

8.0'

WKS-23-HA-02

Drafted By: Kelley Kaltenbach, P.G.

Hand Auger

BEARING

2. HOLE NUMBER

13. TOTAL NUMBER CORE BOXES

Reviewed By: Jay Locke Date Checked: 01/04/2024 VERSION: Final

Wilmington District

18. CORE LOGGER

Boring Designation WKS-23-HA-02

SHEET 1 of 1

ELEV

(feet) a

JAN 2018

SAW FORM 1836-A (LAND-BASED SOIL BORING)

LEGEND

c

Wilmington District Geotechnical Section

DEPTH

(feet) b

0.0

2.0

4.0

6.0

8.0

[H.P.] /

% CORE

REC

e

Boring Designation WKS-23-HA-02

REMARKS

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

Elevation established from USACE Topo-Survey, May 2023. Vdatum is

NAVD88.

Humbolt Dynamic Cone Penetrometer (DCP) H-4202 used;

15-lb steel mass falling 20-inches.

DCP coorelations to SPT may be made by referencing Sowers and Hedges (1966).

Soil Test Hand Auger

1044' NAVD88

ML (0 to 8 ft), INORGANIC SILT: Light brown to orangish brown, fine-grained, low plasticity, silt, trace fine sand, trace clay, little mica, stiff, contains roots and vegetative material, (residual soil), DCP = 6-5-5.

(1 ft), Light brown to tan, no fine sand, little clay, little mica, stiff, some roots, some vegetative material, (residual soil), DCP = 4-4-4.

(2 ft), Light tan, little fine sand, little clay, little mica, very stiff, contains roots, (residual soil), DCP = 6-10-13.

(3 ft), no fine sand, trace clay, trace mica, hard, trace roots, (residual soil), DCP = 16-17-19.

(4 ft), Light tan mottled with black, trace fine sand, trace clay, trace mica, hard, (residual soil), DCP = 10-16-20., no roots.

(5 ft), little fine sand, trace clay, no mica, (residual soil).

(6 ft), Tan to light yellowish white, trace fine sand, trace clay, (residual soil).

(7 ft), Light tan mottled with light brown, trace mica, contains occasional black oxidation streaks,(residual soil).

BOTTOM OF BOREHOLE AT 8.0 ft

SOILS ARE FIELD VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

CLASSIFICATION OF MATERIALS

(Description) d

BOX OR

SAMPLE #

f

S-1

S-2

S-3

S-4

1.0

2.0

3.0

4.0

S-5

5.0

S-6

6.0

S-7

7.0

S-8

8.0

0.0010.010.1110100

25.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-02

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-1

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-02

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

0.0 to 1.0

Light Reddish Brown, Fat Clay (CH), with a little sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18683

0.0010.010.1110100

24.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-02

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-3

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-02

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

2.0 to 3.0

Pink, Inorganic Silt (ML), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18685

0.0010.010.1110100

27.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-02

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

NP

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-5

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-02

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

NP

7/13/23

4.0 to 5.0

Pink, Inorganic Silt (ML), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

NP

0.5

K7/18687

0.0010.010.1110100

23.8

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-02

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-7

500 50 5

REQUISITION: W81LJ831573125

PL

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-02

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

6.0 to 7.0

Pink, (Visual) Inorganic Silt (ML), with sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18689

N 875406 E 1341694

11. MANUFACTURER'S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

1. PROJECT

NAD83W. KERR SCOTT DAM SHORE PROTECTION PROJECT

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

South Atlantic Division

USACE, Wilmington District

OF

INSTALLATION

15. DATE BORING

1029.0

1028.0

Lab = (ML) M.C. = 37.0% Sandy Inorganic Silt with trace of gravel

Lab = (ML); LL = 45; PL = 41; PI = 4 M.C. = 34.7% Inorganic Silt with sand

Lab = (SM); LL = NP; PL = NP; PI = NP M.C. = 34.8% Silty Sand

Lab = (SM); LL = NP; PL = NP; PI = NP M.C. = 36.2% Silty Sand

(4-) Encountered groundwater at 4-ft.

9. COORDINATE SYSTEM

17. TOTAL CORE RECOVERY FOR BORING

DISTURBED12. TOTAL SAMPLES

DEG FROM

VERTICAL

DIVISION

NC State Plane - North Carolina

1033' NAVD88

Joseph Locke

COMPLETED

Kelley Kaltenbach, P.G., Geologist

VERTICAL

5.0'

VERTICAL

UNDISTURBED

5. DIRECTION OF BORING

5/9/23

SHEETS

4. NAME OF DRILLER

SHEET

INCLINED

HORIZONTAL

N/A

3. DRILLING AGENCY

NAVD88

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

14. ELEVATION GROUND WATER

DRILLING LOG

5/9/23

4 0

N/A

N/A

Date Drafted:5/10/2023

5.0'

WKS-23-HA-04

Drafted By: Kelley Kaltenbach, P.G.

Hand Auger

BEARING

2. HOLE NUMBER

13. TOTAL NUMBER CORE BOXES

Wilmington District

18. CORE LOGGER

Boring Designation WKS-23-HA-04

SHEET 1 of 1

ELEV

(feet) a

JAN 2018

SAW FORM 1836-A (LAND-BASED SOIL BORING)

LEGEND

c

Wilmington District Geotechnical Section

DEPTH

(feet) b

0.0

2.0

4.0

[H.P.] /

% CORE

REC

e

Boring Designation WKS-23-HA-04

REMARKS

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

Elevation established from USACE Topo-Survey, May 2023. Vdatum is

NAVD88.

Humbolt Dynamic Cone Penetrometer (DCP) H-4202 used; 15-lb steel mass falling 20-inches. DCP coorelations to SPT may be made by referencing Sowers and Hedges (1966).

Soil Test Hand Auger

Reviewed By: Jay Locke Date Checked: 01/04/2024 VERSION: Final

ML (0 to 4 ft), CLAYEY SILT: Dark reddish brown, fine-grained, low plasticity, clayey silt, trace fine sand, little clay, trace mica, contains roots and vegetative material (residual soil)., trace rock fragments.

(1 ft), Brown, fine-grained, no roots or vegetative material (residual soil)., little rock fragments.

(2 ft), trace clay, (weathered and decayed rock fragments), no roots or vegetative material (residual soil)., few rock fragments.

(3 ft), fine-grained, nonplastic, sandy lean silt, little fine sand, trace clay, no mica, (residual soil)., no rock fragments.

BOTTOM OF BOREHOLE AT 5.0 ft

SOILS ARE FIELD VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

CLASSIFICATION OF MATERIALS

(Description) d

BOX OR

SAMPLE #

f

S-2

1.0

4.0

0.0

S-1

2.0

S-3

3.0

S-4

Terminated Hand Auger Boring Upon Encountering Groundwater and Hole Collapse

0.0010.010.1110100

37.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-04

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-1

500 50 5

REQUISITION: W81LJ831573125

PL

PE

R

C E

N T

C O

A R

SE

R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-04

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

0.0 to 1.0

Brown, (Visual) Sandy Inorganic Silt (ML), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18691

0.0010.010.1110100

34.8

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-04

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

NP

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-3

500 50 5

REQUISITION: W81LJ831573125

PL

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-04

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

NP

7/13/23

2.0 to 3.0

Strong Brown, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

NP

0.5

K7/18693

Wilmington District

18. CORE LOGGER

Boring Designation WKS-23-HA-05

SHEET 1 of 1

ELEV

(feet) a

JAN 2018

SAW FORM 1836-A (LAND-BASED SOIL BORING)

LEGEND

c

Wilmington District Geotechnical Section

DEPTH

(feet) b

0.0

[H.P.] /

% CORE

REC

e

Boring Designation WKS-23-HA-05

REMARKS

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

1033.0

M.C. = 22.2%

N 875458 E 1341799

11. MANUFACTURER'S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

1. PROJECT

NAD83W. KERR SCOTT DAM SHORE PROTECTION PROJECT

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

South Atlantic Division

USACE, Wilmington District

OF

INSTALLATION

15. DATE BORING

9. COORDINATE SYSTEM

17. TOTAL CORE RECOVERY FOR BORING

DISTURBED12. TOTAL SAMPLES

DEG FROM

VERTICAL

DIVISION

NC State Plane - North Carolina

1034' NAVD88

Joseph Locke

COMPLETED

Kelley Kaltenbach, P.G., Geologist

VERTICAL

1.0'

VERTICAL

UNDISTURBED

5. DIRECTION OF BORING

5/9/23

SHEETS

4. NAME OF DRILLER

SHEET

INCLINED

HORIZONTAL

N/A

3. DRILLING AGENCY

NAVD88

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

14. ELEVATION GROUND WATER

DRILLING LOG

5/9/23

1 0

N/A

N/A

Date Drafted:5/10/2023

1.0'

WKS-23-HA-05

Drafted By: Kelley Kaltenbach, P.G.

Hand Auger

BEARING

2. HOLE NUMBER

13. TOTAL NUMBER CORE BOXES

Elevation established from USACE Topo-Survey, May 2023. Vdatum is

NAVD88.

Soil Test Hand Auger

Reviewed By: Jay Locke Date Checked: 01/0/2024 VERSION: Final

CLASSIFICATION OF MATERIALS

(Description) d

BOX OR

SAMPLE #

f

ML (0 to 1 ft), SANDY SILT WITH GRAVEL: Brown, fine-grained, nonplastic, sandy lean silt, with fine gravel, little fine sand, few rock fragments, (residual soil), trace roots.

Hand Auger Terminated at 1.0' upon Encountering Refusal on Bedrock.

BOTTOM OF BOREHOLE AT 1.0 ft

SOILS ARE FIELD VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

1.0

S-1

0.0010.010.1110100

22.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-05

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-1

500 50 5

REQUISITION: W81LJ831573125

PL

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-05

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

0.0 to 1.0

Yellowish Brown, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18695

1034.0

Lab = (ML) M.C. = 29.2%; Sandy Inorganic Silt with a trace of gravel

N 875572 E 1341937

11. MANUFACTURER'S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

1. PROJECT

NAD83W. KERR SCOTT DAM SHORE PROTECTION PROJECT

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

South Atlantic Division

USACE, Wilmington District

OF

INSTALLATION

15. DATE BORING

9. COORDINATE SYSTEM

17. TOTAL CORE RECOVERY FOR BORING

DISTURBED12. TOTAL SAMPLES

DEG FROM

VERTICAL

DIVISION

NC State Plane - North Carolina

1035' NAVD88

Joseph Locke

COMPLETED

Kelley Kaltenbach, P.G., Geologist

VERTICAL

1.0'

VERTICAL

UNDISTURBED

5. DIRECTION OF BORING

5/9/23

SHEETS

4. NAME OF DRILLER

SHEET

INCLINED

HORIZONTAL

N/A

3. DRILLING AGENCY

NAVD88

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

14. ELEVATION GROUND WATER

DRILLING LOG

5/9/23

1 0

N/A

N/A

Date Drafted:5/10/2023

1.0'

WKS-23-HA-06

Drafted By: Kelley Kaltenbach, P.G.

Hand Auger

BEARING

2. HOLE NUMBER

13. TOTAL NUMBER CORE BOXES

Wilmington District

18. CORE LOGGER

Boring Designation WKS-23-HA-06

SHEET 1 of 1

ELEV

(feet) a

JAN 2018

SAW FORM 1836-A (LAND-BASED SOIL BORING)

LEGEND

c

Wilmington District Geotechnical Section

DEPTH

(feet) b

0.0

[H.P.] /

% CORE

REC

e

Boring Designation WKS-23-HA-06

REMARKS

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

Elevation established from USACE Topo-Survey, May 2023. Vdatum is

NAVD88.

Soil Test Hand Auger

Reviewed By: Jay Locke Date Checked: 01/04/2024 VERSION: Final

ML (0 to 1 ft), INORGANIC SILT: Reddish brown, fine-grained, low plasticity, clayey silt, trace fine sand, little clay, trace mica, contains few roots, (residual soil)., trace fine to medium gravel.

Hand Auger Terminated at 1.0' upon Encountering Refusal on Bedrock.

BOTTOM OF BOREHOLE AT 1.0 ft

SOILS ARE FIELD VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE UNIFIED SOIL

CLASSIFICATION SYSTEM

CLASSIFICATION OF MATERIALS

(Description) d

BOX OR

SAMPLE #

f

0.0

1.0

S-1

0.0010.010.1110100

29.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

WKS-23-HA-06

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 77B752

W. Kerr Scott Dam Shore Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing North Carolina

GRAVEL

S-1

500 50 5

REQUISITION: W81LJ831573125

PL

P E

R C

E N

T C

O A

R S

E R

B Y

W E

IG

H

T

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

WKS-23-HA-06

PE

R

C E

N T

F

IN

E R

B Y

W E

IG

H

T

Sample No.

Date

FINE COARSE

SILT OR CLAY

7/13/23

0.0 to 1.0

Dark Yellowish Brown, (Visual) Sandy Inorganic Silt (ML), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

PI

Project

LL

Lab No.

0.5

K7/18696

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1. 1 SUBMI TTALS

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

1. 2. 2 Locat i on

1. 3 OCCUPANCY OF PREMI SES

1. 4 LOCATI ON OF UNDERGROUND UTI LI TI ES

1. 4. 1 Not i f i cat i on Pr i or t o Excavat i on

PART 2 PRODUCTS

PART 3 EXECUTI ON

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1. 1 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or i nf or mat i on onl y. When used, a code f ol l owi ng t he " G" c l assi f i cat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment .

Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL

PROCEDURES:

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

The wor k i ncl udes i nst al l i ng r i p r ap r evet ment st r uct ur es al ong t he shor el i ne at t he spi l l way and sout h abut ment . Thi s i s t o i ncl udes, but not l i mi t ed t o, excavat i on, gr adi ng, moni t or i ng, c l ear i ng and gr ubbi ng, i nst al l at i on of geot ext i l es, pr e- condi t i on sur veys, condi t i onal sur veys, post const r uct i on sur veys, and ot her i nci dent al r el at ed wor k.

1. 2. 2 Locat i on

The wor k i s l ocat ed at t he W. Ker r Scot t Reser voi r & Dam i n Wi l kesbor o, Nor t h Car ol i na, appr oxi mat el y as i ndi cat ed. The exact l ocat i on wi l l be shown by t he Cont r act i ng Of f i cer .

1. 3 OCCUPANCY OF PREMI SES

Bef or e wor k i s st ar t ed, ar r ange wi t h t he Cont r act i ng Of f i cer a sequence of pr ocedur e, means of access, space f or st or age of mat er i al s and equi pment , pr oposed haul r out es and use of appr oaches.

1. 4 LOCATI ON OF UNDERGROUND UTI LI TI ES

Obt ai n di ggi ng per mi t s, i f r equi r ed, pr i or t o st ar t of excavat i on, and compl y wi t h I nst al l at i on r equi r ement s f or l ocat i ng and mar ki ng under gr ound ut i l i t i es. Cont act l ocal ut i l i t y l ocat i ng ser vi ce a mi ni mum of 48 hour s pr i or t o excavat i ng, t o mar k ut i l i t i es, and wi t hi n suf f i c i ent t i me r equi r ed i f wor k occur s on a Monday or af t er a Hol i day. Ver i f y exi st i ng ut i l i t y l ocat i ons i ndi cat ed on cont r act dr awi ngs, wi t hi n ar ea of wor k.

1. 4. 1 Not i f i cat i on Pr i or t o Excavat i on

Not i f y t he Cont r act i ng Of f i cer at l east 5 busi ness days pr i or t o st ar t i ng excavat i on wor k.

SECTI ON 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTI ON

Not used.

- - End of Sect i on - -

SECTI ON 01 11 00 Page 3

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 20 00

PRI CE AND PAYMENT PROCEDURES

11/ 20, CHG 3: 02/ 23

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 CONTRACT COST BREAKDOWN

1. 4 SI NGLE JOB PAYMENT I TEMS

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on

1. 4. 1. 1 Payment

1. 4. 1. 2 Uni t of Measur e

1. 4. 2 Spi l l way Pr oposed Revet ment

1. 4. 2. 1 Payment

1. 4. 2. 2 Uni t of Measur e

1. 4. 3 Sout h Abut ment - Pr oposed Revet ment & Sl ope St abi l i zat i on - St a.

0+00 t o St a. 1+60

1. 4. 3. 1 Payment

1. 4. 3. 2 Uni t of Measur e

1. 4. 4 Cl ear i ng and Gr ubbi ng

1. 4. 4. 1 Payment

1. 4. 4. 2 Uni t of Measur e

1. 4. 5 Er osi on and Sedi ment Cont r ol

1. 4. 5. 1 Payment

1. 4. 5. 2 Uni t of Measur e

1. 4. 6 Sout h Abut ment - Pr oposed Revet ment & Sl ope St abi l i zat i on -

St a. 1+60 t o End

1. 4. 6. 1 Payment

1. 4. 6. 2 Uni t of Measur e

PART 2 PRODUCTS

PART 3 EXECUTI ON

SECTI ON 01 20 00 Page 1

SECTI ON 01 20 00

PRI CE AND PAYMENT PROCEDURES

11/ 20, CHG 3: 02/ 23

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

ASTM I NTERNATI ONAL ( ASTM)

ASTM A615/ A615M ( 2022) St andar d Speci f i cat i on f or Def or med and Pl ai n Car bon- St eel Bar s f or Concr et e Rei nf or cement

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EP 1110- 1- 8 ( 2021) Engi neer i ng and Desi gn - - Const r uct i on Equi pment Owner shi p and Oper at i ng Expense Schedul e

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 03 Pr oduct Dat a

Wei ght Cer t i f i cat es

1. 3 CONTRACT COST BREAKDOWN

The Cont r act or must f ur ni sh wi t hi n 30 days af t er t he dat e of Not i ce t o Pr oceed, and pr i or t o t he submi ssi on of i t s f i r st par t i al payment est i mat e, a br eakdown of i t s s i ngl e j ob pay i t em or i t ems whi ch wi l l be r evi ewed by t he Cont r act i ng Of f i cer as t o pr opr i et y of di st r i but i on of t he t ot al cost t o t he var i ous account s. Any unbal anced i t ems as bet ween ear l y and l at e payment i t ems or ot her di scr epanci es wi l l be r evi sed by t he Cont r act i ng Of f i cer t o agr ee wi t h a r easonabl e cost of t he wor k i ncl uded i n t he var i ous i t ems. Thi s Cont r act cost br eakdown wi l l t hen be ut i l i zed as t he basi s f or pr ogr ess payment s t o t he Cont r act or .

1. 4 SI NGLE JOB PAYMENT I TEMS

Payment i t ems f or t he wor k of t hi s Cont r act f or whi ch Cont r act j ob payment s wi l l be made ar e l i s t ed i n t he BI DDI NG SCHEDULE and descr i bed bel ow. Al l cost s f or i t ems of wor k, whi ch ar e not speci f i cal l y ment i oned t o be i ncl uded i n a par t i cul ar j ob or uni t pr i ce payment i t em, ar e i ncl uded i n t he l i s t ed j ob i t em most c l osel y associ at ed wi t h t he wor k i nvol ved. The j ob pr i ce and payment made f or each i t em l i st ed const i t ut es f ul l compensat i on f or f ur ni shi ng al l pl ant , l abor , mat er i al s, and

SECTI ON 01 20 00 Page 2 equi pment , and per f or mi ng any associ at ed Cont r act or qual i t y cont r ol , envi r onment al pr ot ect i on, meet i ng saf et y r equi r ement s, t est s and r epor t s, and f or per f or mi ng al l wor k r equi r ed f or whi ch separ at e payment i s not ot her wi se pr ovi ded.

1. 4. 1 Mobi l i zat i on and Demobi l i zat i on

1. 4. 1. 1 Payment

Payment wi l l be made f or cost s associ at ed wi t h mobi l i zat i on and demobi l i zat i on, as def i ned i n Speci al Cont r act Cl auseRequi r ement PAYMENT

FOR MOBI LI ZATI ON AND DEMOBI LI ZATI ON.

1. 4. 1. 2 Uni t of Measur e

Uni t of measur e: j ob.

Quant i t y: One

1. 4. 2 Spi l l way Pr oposed Revet ment

1. 4. 2. 1 Payment

Payment wi l l be made f or al l l abor , mat er i al s, equi pment , envi r onment al pr ot ect i ons, and cost s associ at ed f or t he const r uct i on of t he Spi l l way Revet ment i n t he l ocat i on shown on t he pl ans.

1. 4. 2. 2 Uni t of Measur e

Uni t of measur e: j ob.

Quant i t y: One

1. 4. 3 Sout h Abut ment - Pr oposed Revet ment & Sl ope St abi l i zat i on - St a. 0+00 t o St a. 1+60

1. 4. 3. 1 Payment

Payment wi l l be made f or al l l abor , mat er i al s, equi pment , envi r onment al pr ot ect i ons, excavat i on, and cost s associ at ed f or t he const r uct i on of t he Sout h Abut ment & Sl ope St abi l i zat i on i n t he l ocat i on shown on t he pl ans f r om st at i on 0+00 t o appr oxi mat el y st at i on 1+60.

1. 4. 3. 2 Uni t of Measur e

Uni t of measur e: j ob.

Quant i t y: One

1. 4. 4 Cl ear i ng and Gr ubbi ng

1. 4. 4. 1 Payment

Payment wi l l be made f or al l l abor , mat er i al s, equi pment , envi r onment al pr ot ect ect i ons, cost s, and r el at ed appur t enances associ at ed f or c l ear i ng and gr ubbi ng t he sout h abut ment at t he l ocat i on and l i mi t s show on t he pl ans.

SECTI ON 01 20 00 Page 3

1. 4. 4. 2 Uni t of Measur e

Uni t of measur e: j ob.

Quant i t y: One

1. 4. 5 Er osi on and Sedi ment Cont r ol

1. 4. 5. 1 Payment

Payment wi l l be made f or al l l abor , mat er i al s, equi pment , cost s, and ot her r el at ed appur t enances f or envi r onment al pr ot ect i on and per mi t t i ng c l ose out f or t he W. Ker r Scot t Er osi on Cont r ol Pr oj ect .

1. 4. 5. 2 Uni t of Measur e

Uni t of measur e: j ob.

Quant i t y: One

1. 4. 6 Sout h Abut ment - Pr oposed Revet ment & Sl ope St abi l i zat i on - St a.

1+60 t o End

1. 4. 6. 1 Payment

Payment wi l l be made f or al l l abor , mat er i al s, equi pment , envi r onment al pr ot ect i ons, excavat i on, and cost s associ at ed f or t he const r uct i on of t he Sout h Abut ment & Sl ope St abi l i zat i on i n t he l ocat i on shown on t he pl ans f r om appr oxi mat el y st at i on 1+60 t o t he end of st at i oni ng.

1. 4. 6. 2 Uni t of Measur e

Uni t of measur e: j ob.

Quant i t y: One

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

SECTI ON 01 20 00 Page 4

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 32 01. 00 10

PROJECT SCHEDULE

08/ 23

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 PROJECT SCHEDULER QUALI FI CATI ONS

PART 2 PRODUCTS

2. 1 SOFTWARE

2. 1. 1 Gover nment Def aul t Sof t war e

2. 1. 2 Cont r act or Sof t war e

2. 1. 2. 1 Pr i maver a

2. 1. 2. 2 Ot her Than Pr i maver a

PART 3 EXECUTI ON

3. 1 GENERAL REQUI REMENTS

3. 1. 1 Schedul i ng Expect at i ons Ki ckof f Meet i ng( SEKO)

3. 2 BASI S FOR PAYMENT AND COST LOADI NG

3. 2. 1 Act i v i t y Cost Loadi ng

3. 2. 2 Wi t hhol di ngs / Payment Rej ect i on

3. 3 PROJECT SCHEDULE DETAI LED REQUI REMENTS

3. 3. 1 Level of Det ai l Requi r ed

3. 3. 2 Act i v i t y Dur at i ons

3. 3. 3 Pr ocur ement Act i v i t i es

3. 3. 4 Mandat or y Act i v i t i es

3. 3. 5 Gover nment Act i v i t i es

3. 3. 6 St andar d Act i v i t y Codi ng Di ct i onar y

3. 3. 6. 1 Wor ker s Per Day ( WRKP)

3. 3. 6. 2 Responsi bl e Par t y Codi ng ( RESP)

3. 3. 6. 3 Ar ea of Wor k Codi ng ( AREA)

3. 3. 6. 4 Modi f i cat i on Number ( MODF)

3. 3. 6. 5 Bi d I t em Codi ng ( BI DI )

3. 3. 6. 6 Phase of Wor k Codi ng ( PHAS)

3. 3. 6. 7 Cat egor y of Wor k Codi ng ( CATW)

3. 3. 6. 8 Feat ur e of Wor k Codi ng ( FOW)

3. 3. 7 Cont r act Mi l est ones and Const r ai nt s

3. 3. 7. 1 Pr oj ect St ar t Dat e Mi l est one and Const r ai nt

3. 3. 7. 2 End Pr oj ect Fi ni sh Mi l est one and Const r ai nt

3. 3. 7. 3 I nt er i m Compl et i on Dat es and Const r ai nt s

3. 3. 7. 3. 1 St ar t Phase

3. 3. 7. 3. 2 End Phase

3. 3. 8 Adver se Weat her

3. 3. 9 Cal endar s

3. 3. 10 Open Ended Logi c

3. 3. 11 Def aul t Pr ogr ess Dat a Di sal l owed

SECTI ON 01 32 01. 00 10 Page 1

3. 3. 12 Out - of - Sequence Pr ogr ess

3. 3. 13 Added and Del et ed Act i v i t i es

3. 3. 14 Or i gi nal Dur at i ons

3. 3. 15 Leads, Lags, and St ar t t o Fi ni sh Rel at i onshi ps

3. 3. 16 Ret ai ned Logi c

3. 3. 17 Per cent Compl et e

3. 3. 18 Remai ni ng Dur at i on

3. 3. 19 Cost Loadi ng of Cl oseout Act i v i t i es

3. 3. 19. 1 As- Bui l t Dr awi ngs

3. 3. 19. 2 O & M Manual s

3. 3. 20 Ear l y Compl et i on Schedul e and t he Ri ght t o Fi ni sh Ear l y

3. 4 PROJECT SCHEDULE SUBMI SSI ONS

3. 4. 1 Pr el i mi nar y Pr oj ect Schedul e Submi ssi on

3. 4. 2 I ni t i al Pr oj ect Schedul e Submi ssi on

3. 4. 3 Per i odi c Schedul e Updat es

3. 5 SUBMI SSI ON REQUI REMENTS

3. 5. 1 El ect r oni c Schedul i ng Dat a

3. 5. 2 Nar r at i ve Repor t

3. 5. 3 Schedul e Repor t s

3. 5. 3. 1 Act i v i t y Repor t

3. 5. 3. 2 Logi c Repor t

3. 5. 3. 3 Tot al Fl oat Repor t

3. 5. 3. 4 Ear ni ngs Repor t by CLI N

3. 5. 3. 5 Schedul i ng and Level i ng Repor t

3. 5. 4 Net wor k Di agr am

3. 5. 4. 1 Cont i nuous Fl ow

3. 5. 4. 2 Pr oj ect Mi l est one Dat es

3. 5. 4. 3 Cr i t i cal Pat h

3. 5. 4. 4 Gr oupi ng and Sor t i ng

3. 5. 4. 5 Cash Fl ow / Schedul e Var i ance Cont r ol ( SVC) Di agr am

3. 6 PERI ODI C SCHEDULE UPDATE

3. 6. 1 Per i odi c Schedul e Updat e Meet i ngs

3. 6. 2 Updat e Submi ssi on Fol l owi ng Pr ogr ess Meet i ng

3. 7 WEEKLY PROGRESS MEETI NGS

3. 8 REQUESTS FOR TI ME EXTENSI ONS

3. 8. 1 Just i f i cat i on of Del ay

3. 8. 2 Changes That Do Not Cause Del ay

3. 8. 3 Ti me I mpact Anal ysi s ( Pr ospect i ve Anal ysi s)

3. 8. 4 For ensi c Schedul e Anal ysi s ( Ret r ospect i ve Anal ysi s)

3. 8. 5 Fr agment ar y Net wor k ( Fr agnet )

3. 8. 6 Ti me Ext ensi on

3. 8. 7 I mpact t o Ear l y Compl et i on Schedul e

3. 9 FAI LURE TO ACHI EVE PROGRESS

3. 9. 1 Ar t i f i c i al l y I mpr ovi ng Pr ogr ess

3. 9. 2 Fai l ur e t o Per f or m

3. 9. 3 Recover y Schedul e

3. 10 OWNERSHI P OF FLOAT

3. 11 TRANSFER OF SCHEDULE DATA I NTO RESI DENT MANAGEMENT SYSTEM

3. 12 PRI MAVERA P6 MANDATORY REQUI REMENTS

SECTI ON 01 32 01. 00 10 Page 2

SECTI ON 01 32 01. 00 10

PROJECT SCHEDULE

08/ 23

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AACE I NTERNATI ONAL ( AACE)

AACE 29R- 03 ( 2011) For ensi c Schedul e Anal ysi s

AACE 52R- 06 ( 2006) Ti me I mpact Anal ysi s - As Appl i ed i n Const r uct i on

AACE 84R- 13 ( 2015) Pl anni ng and Account i ng f or Adver se Weat her

AMERI CAN SOCI ETY OF CI VI L ENGI NEERS ( ASCE)

ASCE 67- 17 ( 2017) Schedul e Del ay Anal ysi s

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

ER 1- 1- 11 ( 2017) Admi ni st r at i on - - Pr oj ect Schedul es

1. 2 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" or " S" c l assi f i cat i on. Submi t t al s not havi ng a " G" or " S" c l assi f i cat i on ar e f or i nf or mat i on onl y. When used, a code f ol l owi ng t he " G" c l assi f i cat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment .

Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL

PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Pr oj ect Schedul er Qual i f i cat i ons; G

Pr el i mi nar y Pr oj ect Schedul e; G

I ni t i al Pr oj ect Schedul e; G

Per i odi c Schedul e Updat e; G

1. 3 PROJECT SCHEDULER QUALI FI CATI ONS

Desi gnat e an aut hor i zed r epr esent at i ve t o be r esponsi bl e f or t he pr epar at i on of t he schedul e and al l r equi r ed updat i ng and pr oduct i on of r epor t s. The Desi gnat ed Pr oj ect Schedul er must have pr epar ed and mai nt ai ned at l east t hr ee pr evi ous const r uct i on schedul es f or pr oj ect s of s i mi l ar s i ze and compl exi t y t o t hi s cont r act , usi ng Pr i maver a P6. .

SECTI ON 01 32 01. 00 10 Page 3

Repr esent at i ve must have a compr ehensi ve knowl edge of CPM schedul i ng pr i nci pl es and appl i cat i on.

PART 2 PRODUCTS

2. 1 SOFTWARE

The schedul i ng sof t war e ut i l i zed t o pr oduce and updat e t he schedul es r equi r ed her ei n must be capabl e of meet i ng al l r equi r ement s of t hi s speci f i cat i on.

2. 1. 1 Gover nment Def aul t Sof t war e

The Gover nment uses Pr i maver a P6. Ensur e expor t ed schedul e f i l es ar e compat i bl e wi t h t he ver si on of P6 used by t he Gover nment .

2. 1. 2 Cont r act or Sof t war e

Schedul i ng sof t war e used by t he cont r act or must be commer ci al l y avai l abl e f r om t he sof t war e vendor f or pur chase wi t h vendor sof t war e suppor t agr eement s avai l abl e. The sof t war e r out i ne used t o cr eat e t he r equi r ed sdef f i l e must be cr eat ed and suppor t ed by t he sof t war e manuf act ur er .

2. 1. 2. 1 Pr i maver a

I f Pr i maver a P6 i s sel ect ed f or use, pr ovi de t he " xer " expor t f i l e i n a ver si on of P6 i mpor t abl e by t he Gover nment syst em. Ver i f y at t he SEKO meet i ng whi ch ver si on of P6 i s i n use by t he Gover nment . Expor t t he schedul e i n a ver si on of P6 no newer t han t hat used by t he Gover nment .

2. 1. 2. 2 Ot her Than Pr i maver a

I f t he Cont r act or chooses sof t war e ot her t han Pr i maver a P6, t hat i s compl i ant wi t h t hi s speci f i cat i on, pr ovi de f or t he Gover nment ' s use t wo l i censes, t wo comput er s, and t r ai ni ng f or t wo Gover nment empl oyees i n t he use of t he sof t war e. These comput er s wi l l be st and- al one and not connect ed t o Gover nment net wor k. Comput er s and l i censes wi l l be r et ur ned at pr oj ect compl et i on.

PART 3 EXECUTI ON

3. 1 GENERAL REQUI REMENTS

Pr epar e f or appr oval a Pr oj ect Schedul e, as speci f i ed her ei n, pur suant t o FAR Cl ause 52. 236- 15 Schedul es f or Const r uct i on Cont r act s. Show i n t he schedul e t he pr oposed sequence t o per f or m t he wor k and dat es cont empl at ed f or st ar t i ng and compl et i ng al l schedul e act i v i t i es. The schedul i ng of t he ent i r e pr oj ect i s r equi r ed. The schedul i ng of const r uct i on i s t he r esponsi bi l i t y of t he Cont r act or . Cont r act or management per sonnel must act i vel y par t i c i pat e i n i t s devel opment . Subcont r act or s, and suppl i er s wor ki ng on t he pr oj ect must al so cont r i but e i n devel opi ng and mai nt ai ni ng an accur at e Pr oj ect Schedul e. Pr ovi de a schedul e t hat i s a f or war d pl anni ng as wel l as a pr oj ect moni t or i ng t ool . Use t he Cr i t i cal Pat h Met hod ( CPM) of net wor k cal cul at i on t o gener at e al l Pr oj ect Schedul es.

Pr epar e each Pr oj ect Schedul e usi ng t he Pr ecedence Di agr am Met hod ( PDM) .

3. 1. 1 Schedul i ng Expect at i ons Ki ckof f Meet i ng( SEKO)

I n conj unct i on wi t h t he post awar d conf er ence or pr e const r uct i on

SECTI ON 01 32 01. 00 10 Page 4 conf er ence t he Gover nment and t he Cont r act or wi l l hol d a separ at e and di st i nct Schedul i ng Expect at i ons Ki ckof f Meet i ng( SEKO) . The i nt ent of t hi s meet i ng i s f or t he Gover nment t o r evi ew wi t h t he cont r act or t he r equi r ement s of t he schedul i ng speci f i cat i on, communi cat e t he Gover nment ’ s expect at i ons r egar di ng schedul e devel opment and management , and answer any quest i ons t he Cont r act or may have r egar di ng t he schedul e r equi r ement s.

3. 2 BASI S FOR PAYMENT AND COST LOADI NG

The schedul e i s t he basi s f or det er mi ni ng cont r act ear ni ngs dur i ng each updat e per i od and t her ef or e t he amount of each pr ogr ess payment . The aggr egat e val ue of al l act i v i t i es coded t o a cont r act CLI N must equal t he val ue of t he CLI N. Mat ch t he pr ogr ess payment " Pay Per i od Thr u" dat e i n RMS t o t he schedul e dat a dat e.

3. 2. 1 Act i v i t y Cost Loadi ng

Act i v i t y cost l oadi ng must be r easonabl e and wi t hout f r ont - end l oadi ng.

Act i v i t i es wi t h a negat i ve cost l oadi ng i s not al l owed. Pr ovi de addi t i onal document at i on t o demonst r at e r easonabl eness i f r equest ed by t he Cont r act i ng Of f i cer .

3. 2. 2 Wi t hhol di ngs / Payment Rej ect i on

Fai l ur e t o meet t he r equi r ement s of t hi s speci f i cat i on may r esul t i n t he di sappr oval of t he pr el i mi nar y, i ni t i al , or per i odi c schedul e updat es and subsequent r ej ect i on of payment r equest s unt i l compl i ance i s met .

I n t he event t hat t he Cont r act i ng Of f i cer di r ect s schedul e r evi s i ons and t hose r evi s i ons have not been i ncl uded i n subsequent Pr oj ect Schedul e r evi s i ons or updat es, t he Cont r act i ng Of f i cer may wi t hhol d 10 per cent of pay r equest amount f r om each payment per i od unt i l such r evi s i ons t o t he pr oj ect schedul e have been made.

3. 3 PROJECT SCHEDULE DETAI LED REQUI REMENTS

3. 3. 1 Level of Det ai l Requi r ed

Devel op t he Pr oj ect Schedul e t o t he appr opr i at e l evel of det ai l t o addr ess maj or mi l est ones and t o al l ow f or sat i sf act or y pr oj ect pl anni ng and execut i on. Fai l ur e t o devel op t he Pr oj ect Schedul e t o an appr opr i at e l evel of det ai l wi l l r esul t i n i t s di sappr oval . The Cont r act i ng Of f i cer wi l l consi der , but i s not l i mi t ed t o, t he f ol l owi ng char act er i st i cs and r equi r ement s t o det er mi ne appr opr i at e l evel of det ai l :

3. 3. 2 Act i v i t y Dur at i ons

Reasonabl e act i v i t y dur at i ons ar e t hose t hat al l ow t he pr ogr ess of ongoi ng act i v i t i es t o be accur at el y det er mi ned bet ween updat e per i ods.

Non- pr ocur ement act i v i t i es Or i gi nal Dur at i ons ( OD) ar e not t o exceed 20 wor kdays or 30 cal endar days.

3. 3. 3 Pr ocur ement Act i v i t i es

I ncl ude i n t he schedul e act i v i t i es associ at ed wi t h t he cr i t i cal submi t t al s and t hei r appr oval s, pr ocur ement , f abr i cat i on, and del i ver y of l ong l ead mat er i al s, equi pment , f abr i cat ed assembl i es, and suppl i es. Long l ead pr ocur ement act i v i t i es ar e t hose wi t h an ant i c i pat ed pr ocur ement sequence of over 90 cal endar days.

SECTI ON 01 32 01. 00 10 Page 5

3. 3. 4 Mandat or y Act i v i t i es

I ncl ude t he f ol l owi ng act i v i t i es i n t he i ni t i al pr oj ect schedul e and al l updat es.

a. Submi ssi on, r evi ew and accept ance of SD- 01 Pr econst r uct i on Submi t t al s ( i ndi v i dual act i v i t y f or each) .

b. Submi ssi on, r evi ew and accept ance of f eat ur es r equi r i ng desi gn compl et i on

c. Submi ssi on of mechani cal / el ect r i cal / i nf or mat i on syst ems l ayout dr awi ngs.

d. Submi ssi on and appr oval of O & M manual s.

e. Submi ssi on and appr oval of as- bui l t dr awi ngs.

f . Submi ssi on and appr oval of DD1354 dat a and i nst al l ed equi pment l i s t s.

g. Submi ssi on and appr oval of t est i ng and ai r bal ance ( TAB) .

h. Submi ssi on of TAB speci al i st desi gn r evi ew r epor t .

i . Submi ssi on and appr oval of f i r e pr ot ect i on speci al i st .

j . Submi ssi on and appr oval of Bui l di ng Commi ssi oni ng Pl an, Cont r ol s t est i ng pl an, t est dat a, and r epor t s: Devel op t he schedul e l ogi c associ at ed wi t h t est i ng and commi ssi oni ng of mechani cal syst ems t o a l evel of det ai l consi st ent wi t h t he cont r act commi ssi oni ng r equi r ement s.