Attachment_4_-_AF_Form_66.pdf

AF FORM 66, 24 Mar 17

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER

LXEZ172664

PROJECT TITLE

AIRFIELD PAVEMENT-IDIQ

SOLICITATION/CONTRACT NO.

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

ITEM OR DESCRIPTION

OF ITEM, CONTRACT

REFERENCE, TYPE OF

SUBMITTAL

LOCAL MATERIAL

NO. OF COPIES REQUIRED

REQUIRED

SUB-

MISSION

DATE

After

NTP

RECEIVED

IN CON-

TRACTING

DATE TO

CIVIL

ENGINEER-

ING

RETURN

SUS-

PENSE

FOLLOW-UP

CONTRACTOR

NOTIFIED

CONTRAC-

TOR RE-

SUBMIT-

TAL

FINAL

APPROVAL

REMARKS

D E

S

IG

N D

A T

A

M a n u fa c tu re r' s C a ta lo g ta

O p e ra ti o n a n d

M a it e n a n c e

P R

O D

U C

T D

A

S

A T

E M

E N

L is t O

F E

Q U

IP

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E N

S T

R E

P O

R

APPROVED

DIS-

General Requirements

Excavation Permits

01010, 1.9.1.C

14 calendar days prior to start of on-site work

Traffic Control Plan

01010, 1.9.1.D after final inspection

Progress Schedules

01010, 1.9.2.A

14 calendar days prior to start of on-site work

As-Built Drawings

01010, 1.9.3.A

7 days

DD Form 1354

01010, 1.9.3.B

1-Year Warranty Letter

01010, 1.9.3.C

Environmental

List of Hazardous

Materials

01560-1.03. A. 1

As Required

Spill Prevention Plan

01560-1.03. A. 2

Erosion Control Plan

01560-1.03. A. 3

Hazardous waste disposal Permit

01560-1.03. A. 4-5

Sampling and Analysis

Report

01560-1.03, B, 1

Dispposal Certificate

01560-1.03, B, 3-4

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A n u fa c tu re r' s C a ta e ra ti o n a n d

M a it e n a n

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Existing Conditions

Documentation

02 41 00 1.3. A

Demolition Plan

02 41 00 - 1.3. C

Joint Filler

03 15 14. 10. 1.2 A- D

Joint Sealant

Concrete Joints

Joint Layout

Cast-In- Place

Concrete

03 30 00 - 1.3. E

Exterior Signage

10 14 01. 1.2 A & B

Basic Electrical

Materials and Method

26 00 00 1.5 A- C

26 00 00 1.4 D-E

Earth Work - Shoring

31 00 00 1.3. A.1

7 days prior to starting work

Earth Work

Dewatering Work Plan

31 00 00 1.3. A.2

15 days prior to starting work

Earth Work

31 00 00 1.3. B-D

Rubber Removal

32 01 11.52 1.1.A

AIRFIELD PAVEMENT- IDIQ

Fog Coats

32 01 13. 1.2.A-C

E S

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N

D A n u fa c tu re r' s C a ta e ra ti o n a n d

M a it e n a n

O D

U C

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A

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Sealing of Cracks in

Bituminous Pavements

32 01 17.16. 1.4.A-C

30 days prior to their use

Resealing of Joints in PCC

32 01 19.61.1.2.A-E

Field Molded Sealants

For Sealing Joints in PCC

32 01 19.1.2.A-B

Grooving

32 01 26.71 1.1.A

Required

Partial Depth Patching of PCC Pavements

32 01 28, 1.2.A-B

Subbase course

32 11 16, 1.2.A-B

Base course

32 11 23, 1.3.A-B

Tack Coat

32 12 10, 1.2.A-B

Prime Coat

32 12 10, 1.2.A-B

HMA Pavement

Airfield

32 12 15, 1.2.A-F

HMA Pavement

Roads

32 12 15, 1.2.A-B to their use As

Airfield Concrete

Pavement

32 13 11 1.3-SD-03-SD-07

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A n u fa c tu re r' s C a ta e ra ti o n a n d

M a it e n a n

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Pavement Markings

Paint

32 17 24.00 10, 1.2.A- C/2.3

2.3-Glass Beads-type I/III

4 4

30 days before use use

Pavement Markings

Thermoplastic

32 17 24.00 10, 1.2.A-C

Seeding

32 92 19, 1.2.A-D

Sodding

32 92 23, 1.3.A

32 92 23, 1.3.B-C 4

Electrical Distribution

Underground

33 71 02, 1.3.A-B

Grounding Points

34 73 13, 1.2.A-C

45 Quality Control Plan

32 13 11-1.4-1-1.4.8