Attachment 3 - Repair Second Street DWG.pdf

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Attached to
Repair Second Street Federal contract opportunity
Solicitation number
FA301020R0029
Issued by
Department of the Air Force Air Education and Training Command

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Other files for this federal contract opportunity

Other files attached to Repair Second Street, newest first.
File Type Posted
Attachment 1 - Repair Second Street SOW (Rev 2).pdf PDF
Attachment 3 - Repair Second Street DWG (Rev 1).pdf PDF
Amendment 1.pdf PDF
Site Visit Sign In Sheet - 20 Jul 20.pdf PDF
Attachment 8 - SF 1444.pdf PDF
Solicitation - FA301020R0029.pdf PDF
Attachment 4 - WD MS20200133 (Dated 3 Jan 20).pdf PDF
Attachment 9 - Notice of Compliance.pdf PDF
Attachment 7 - Past Performance Reference List.pdf PDF
Attachment 2 - Repair Second Street Spec (Rev 1).pdf PDF
Attachment 6 - Past Performance Questionnaire.pdf PDF
Attachment 5 - AF 66 (Rev 1).pdf PDF
Attachment 1 - Repair Second Street SOW (Rev 1).pdf PDF
Show all 13

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REPAIR SECOND STREET

PROJECT SITE

INDEX OF DRAWINGS

KEESLER AFB, MS

N

1 TITLE SHEET

KEESLER AFB, MISSISSIPPI

JANUARY 2020

NOT TO SCALE

LOCATION PLAN, REPAIR SECOND STREET

ROADWAY OVERVIEW

INTERSTATE 10

U .S

. H W

Y

U.S. HWY 90

I-1

HARRISON COUNTY, MS

PROJECT SITE

N

VICINITY MAP

3 PAVEMENT MARKINGS

CONSTRUCTION GATE

REPAIR SECOND STREET MAHG201085

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text N/A

AutoCAD SHX Text

VARIES

AutoCAD SHX Text T1

AutoCAD SHX Text

MAHG 12-1026G

AutoCAD SHX Text

1 OF 3 OF 33

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text 01 03 2020

AutoCAD SHX Text Main Entrance

AutoCAD SHX Text St. Louis Bay

AutoCAD SHX Text Mississippi Sound

AutoCAD SHX Text Big Lake

AutoCAD SHX Text Back Bay of Biloxi

AutoCAD SHX Text Bernard Bayou

AutoCAD SHX Text Wolf River

AutoCAD SHX Text Biloxi River

AutoCAD SHX Text Little Biloxi River

AutoCAD SHX Text Tchoutacabouffa River

AutoCAD SHX Text Tuxachanie

AutoCAD SHX Text Creek

AutoCAD SHX Text Tchoutacabouffa

AutoCAD SHX Text River

AutoCAD SHX Text Cedar

AutoCAD SHX Text Lake

AutoCAD SHX Text Saucier

AutoCAD SHX Text Creek

AutoCAD SHX Text Deer Island

AutoCAD SHX Text Ship Island

AutoCAD SHX Text Cat Island

AutoCAD SHX Text Mississippi Sound

AutoCAD SHX Text

G.M. REED

BAYVIEW ST

H

I R

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SERVICE DR

J ST

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· KEESLER AFB HAS A NEED FOR A CONTRACTOR TO MILL 1 12 INCHES OF EXISTING ASPHALT PAVEMENT AND LAY 3 INCHES OF NEW ASPHALT PAVEMENT AT THE LENGTH OF SECOND STREET FROM THE INTERSECTION OF J AND SECOND STREETS TO THE INTERSECTION OF MEADOWS DRIVE AND SECOND STREET;. THE WORK PERFORMED UNDER THIS CONTRACT SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO MILL AND PAVE SECOND STREET AS WELL AS APPLY PAVEMENT MARKINGS.

· ALL MEASUREMENTS WITHIN THIS DRAWING AND STATEMENT OF WORK ARE APPROXIMATE. CONTRACTOR MUST VERIFY ALL MEASUREMENTS IN

FIELD.

GENERAL NOTES

scale

N

· COORDINATE WITH VECTRUS AND SECURITY FORCES TO SCHEDULE CLOSURE OF SECOND STREET FROM THE INTERSECTION AT J STREET TO NORTH SIDE OF INTERSECTION AT FISHER STREET. CONTRACTOR MUST ALSO COORDINATE TO SCHEDULE CLOSURE OF SECOND STREET FROM

SOUTHERN SIDE OF INTERSECTION OF FISHER STREET TO INTERSECTION AT MEADOWS DRIVE.

· CONTRACTOR MUST MILL 1 12 INCHES OF APPROXIMATELY 6250 SY OF EXISTING ASPHALT PAVEMENT AT THE SELECTED AREAS OF SECOND STREET.

· CONTRACTOR MUST SUPPLY AND APPLY A LAYER OF TACK COAT ON NEWLY MILLED AREAS BEFORE LAYING A TOTAL OF 6250 SY OF 3 INCHES OF

HOT MIX ASPHALT AT THE SITE. COMPACT SMOOTH TO MATCH EXISTING PROFILE OF ROADWAY.

· ALLOW ASPHALT TO CURE FOR 21 DAYS BEFORE APPLYING PAVEMENT MARKINGS.

· APPLY PAVEMENT MARKINGS USING WHITE OR YELLOW THERMOPLASTIC PAINT AS STATED WITHIN DRAWINGS. DURING INSTALLATION, FOLLOW

ALL MANUFACTURER APPLICATION GUIDELINES.

CONSTRUCTION NOTES

625'

1240'

30'

30'

REPAIR SECOND STREET

MILL 1.5 INCHES OF EXISTING

ASPHALT AND LAY 3 INCHES OF

NEW HOT MIX ASPHALT

MILL 1.5 INCHES OF EXISTING

ASPHALT AND LAY 3 INCHES OF

NEW HOT MIX ASPHALT

MILL 1.5 INCHES OF EXISTING

ASPHALT AND LAY 3 INCHES OF

NEW HOT MIX ASPHALT

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text N/A

AutoCAD SHX Text

VARIES

AutoCAD SHX Text C1

AutoCAD SHX Text

2 OF 3 OF 33

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

AutoCAD SHX Text

ROADWAY OVERVIEW

AutoCAD SHX Text 1" = 128'-0"

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

MAHG 12-1026G

01 03 2020

J ST

E

C O

H ST

FISHER ST

SERVICE DR

S E

C O

MEADOWS DR

H ST

G ST

1 2 3 4 5 6 7 8

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1 2 3 4 5 6 7 8

1. ALLOW ASPHALT TO CURE FOR 21 DAYS BEFORE APPLYING

PAVEMENT MARKINGS.

2. APPLY PAVEMENT MARKINGS USING WHITE AND YELLOW

THERMOPLASTIC PAINT AS STATED WITHIN DRAWINGS. DURING

INSTALLATION, FOLLOW ALL MANUFACTURER APPLICATION

GUIDELINES.

3. ALL MEASUREMENTS WITHIN THIS STATEMENT OF WORK AND

DRAWING ARE APPROXIMATE. CONTRACTOR MUST VERIFY ALL

DIMENSIONS IN FIELD.

4. ALL STOP BARS SHALL BE PAINTED FOUR FEET AWAY FROM

EDGE OF CROSSWALK.

CONSTRUCTION NOTES

scale

ROADWAY CENTERLINE

SEE DETAIL 4/2.0

scale

N

STOP BAR

SEE DETAIL 3/2.0

N

REPAIR SECOND STREET

STOP BAR

SEE DETAIL 3/2.0

STOP BAR

SEE DETAIL 3/2.0

ROADWAY CENTERLINE

SEE DETAIL 4/2.0

scale

12 FT. LONG X 6 IN. WIDE YELLOW

ROADWAY CENTERLINE MARKING

SPACED EVERY 20 FT.

12'

6.0"

20' scale

12 FT. LONG X 1 FT. WIDE

WHITE STOP BAR

20 FT. LONG X 6 IN. WIDE YELLOW

ROADWAY MARKING

20'

6.0"

12'

1'

4'

SIDEWALK EDGE

scale

6 FT. LONG X 2 FT. WIDE WHITE

BAR SPACED EVERY 2 FEET.

6' 2'

2'

ALIGN CROSSWALK WITH SIDEWALK.

START CROSSWALK A MINIMUM OF 4

FEET AWAY FROM STOP BAR

CROSSWALK

SEE DETAIL 4/2.0

CROSSWALK

SEE DETAIL 4/2.0

CROSSWALK

SEE DETAIL 4/2.0

CROSSWALK

SEE DETAIL 4/2.0

CROSSWALK

SEE DETAIL 4/2.0

CROSSWALK

SEE DETAIL 4/2.0

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text N/A

AutoCAD SHX Text

VARIES

AutoCAD SHX Text C2

AutoCAD SHX Text

3 OF 3 OF 33

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT MARKINGS 1

AutoCAD SHX Text 1" = 64'-0"

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT MARKINGS 2

AutoCAD SHX Text 1" = 64'-0"

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text

MAHG 12-1026G

AutoCAD SHX Text 01 03 2020

AutoCAD SHX Text

AutoCAD SHX Text

ROADWAY CENTERLINE

AutoCAD SHX Text 1" = 8'-0"

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STOP BAR DETAIL

AutoCAD SHX Text 1" = 8'-0"

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CROSSWALK DETAIL

AutoCAD SHX Text 1" = 8'-0"

AutoCAD SHX Text 2.0

I R

D

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J ST

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1. COORDINATE WITH VECTRUS AND SECURITY FORCES TO SCHEDULE

CLOSURE OF SECOND STREET FROM THE INTERSECTION AT J

STREET TO NORTH SIDE OF INTERSECTION AT FISHER STREET.

CONTRACTOR MUST ALSO COORDINATE TO SCHEDULE CLOSURE

OF SECOND STREET FROM SOUTHERN SIDE OF INTERSECTION OF

FISHER STREET TO INTERSECTION AT MEADOWS DRIVE.

2. ROAD CLOSURES TO REPAIR SECOND STREET SHALL BE COMPLETED

WITHIN TWO PHASES:

2.1. PHASE ONE: SECOND STREET FROM INTERSECTION WITH J

STREET TO NORTHERN SIDE INTERSECTION WITH FISHER

STREET.

2.2. PHASE TWO: SECOND STREET FROM SOUTHERN SIDE

INTERSECTION WITH FISHER STREET TO INTERSECTION WITH

MEADOWS DRIVE.

3. EACH PHASE MUST BE MILLED/PAVED AND SECTION OF ROAD

OPENED BEFORE PROCEEDING TO NEXT PHASE.

4. CONTRACTOR MUST SUPPLY DETOUR SIGNS AND BARRICADES FOR

ROAD CLOSURES.

GENERAL NOTES

MAP LEGEND

PHASE ONE

PHASE TWO

N

ROAD CLOSED

AHEAD

RCA

PHASE ONE

scale

DETOURD

REPAIR SECOND STREET

PHASE TWO

D

D

D

D

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text N/A

AutoCAD SHX Text

VARIES

AutoCAD SHX Text C1

AutoCAD SHX Text

1 OF 2 OF 22

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

G.M. REED

AutoCAD SHX Text

AutoCAD SHX Text

TRAFFIC PLAN 1/2

AutoCAD SHX Text 1" = 64'-0"

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

MAHG 12-1026G

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A

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8

GENERAL NOTES

MAP LEGEND

PHASE ONE

PHASE TWO

ROAD CLOSED

AHEAD

RCA

scale

DETOURD

REPAIR SECOND STREET

PHASE TWO

RCA

D

D

D

D

D

D

D

D

D

1. COORDINATE WITH VECTRUS AND SECURITY FORCES TO SCHEDULE

CLOSURE OF SECOND STREET FROM THE INTERSECTION AT J

STREET TO NORTH SIDE OF INTERSECTION AT FISHER STREET.

CONTRACTOR MUST ALSO COORDINATE TO SCHEDULE CLOSURE

OF SECOND STREET FROM SOUTHERN SIDE OF INTERSECTION OF

FISHER STREET TO INTERSECTION AT MEADOWS DRIVE.

2. ROAD CLOSURES TO REPAIR SECOND STREET SHALL BE COMPLETED

WITHIN TWO PHASES:

2.1. PHASE ONE: SECOND STREET FROM INTERSECTION WITH J

STREET TO NORTHERN SIDE INTERSECTION WITH FISHER

STREET.

2.2. PHASE TWO: SECOND STREET FROM SOUTHERN SIDE

INTERSECTION WITH FISHER STREET TO INTERSECTION WITH

MEADOWS DRIVE.

3. EACH PHASE MUST BE MILLED/PAVED AND SECTION OF ROAD

OPENED BEFORE PROCEEDING TO NEXT PHASE.

4. CONTRACTOR MUST SUPPLY DETOUR SIGNS AND BARRICADES FOR

ROAD CLOSURES.

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE:

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SCALE:

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PROJECT NUMBER:

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DRAWING NO:

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SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text N/A

AutoCAD SHX Text

VARIES

AutoCAD SHX Text C2

AutoCAD SHX Text

2 OF 2 OF 22

AutoCAD SHX Text

A. MARASCAMARASCA

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G.M. REED

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C. STAFFORD

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C. STAFFORD

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G.M. REED

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TRAFFIC PLAN 2/2

AutoCAD SHX Text 1" = 64'-0"

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

MAHG 12-1026G

Sheets and Views
Repair_Second_Street_MAHG121026G-Title
Repair_Second_Street_MAHG121026G-Mill
Repair_Second_Street_MAHG121026G-Pavement_Markings
Repair_Second_Street_MAHG121026G-Parking_Plan_1
Repair_Second_Street_MAHG121026G-Parking_Plan_2

File details come from the government source that posted it. Updated .