2. Drawings 070054B-C1-Layout1.pdf

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Attached to
Sustain Pad 5, Phase III Federal contract opportunity
Solicitation number
FA9401-12-R-0019
Issued by
Department of the Air Force Global Strike Command

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GENERAL NOTES:

A. ANY WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ASSOCIATED

DETAILS.

B. ANY UTILITIES ENCOUNTERED AND DISTURBED DURING CONSTRUCTION, INCLUDING

IRRIGATION, WATER, SEWER, STORM, COMM., ELECTRIC, LIGHTNING PROTECTION, ETC.,

SHALL BE CAPPED AT MAIN IF NO LONGER IN SERVICE OR RESTORED TO

PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST.

C. SUBCONTRACTOR SHALL FIELD VERIFY ALL DIMENSION/LOCATIONS AND ANY

DISCREPANCIES SHALL BE COORDINATED/RESOLVED BETWEEN THE SUBCONTRACTOR

AND THE CONTRACTING OFFICER.

D. SHOULD A CONFLICT EXIST BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS,

SUBCONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING SO THAT THE

CONFLICT CAN BE RESOLVED IN A TIMELY MANNER.

E. SUBCONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT AREAS AND ROADWAYS

DURING CONSTRUCTION. IN SO DOING, SUB CONTRACTOR SHALL NOT STAGE

EQUIPMENT AND/OR MATERIALS IN A MANNER THAT IMPEDES PATROL ROUTES,

ACCESS ROUTES OR EGRESS. SUBCONTRACTOR SHALL MAINTAIN ACCESSIBLE ROUTES

AT ALL TIMES.

F. SUBCONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES AT A LOCATION TO

BE COORDINATED WITH INSPECTOR. SUBCONTRACTOR WILL NOT BE ALLOWED TO

UTILIZE RESTROOM FACILITIES INSIDE BUILDINGS.

G. SUBCONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS REQUIRED BY AIR FORCE,

COUNTY, CITY AND STATE i.e. DIGGING PERMIT, BURN PERMIT (IF REQUIRED) ETC.

H. ALL EQUIPMENT SHALL BE PARKED AT THE SUB-CONTRACTOR'S LAYDOWN YARD WHICH

WILL BE COORDINATED AT PRE-CONSTRUCTION MEETING.

I. THE SUBCONTRACTOR SHALL BE REQUIRED TO IMMEDIATELY AND COMPLETELY

VACATE THE ENTIRE SITE WHEN AN UNSCHEDULED ACTIVITY OCCURS NEAR THE

PROJECT SITE. FOR SCHEDULED ACTIVITIES THE SUBCONTRACTOR WILL BE GIVEN AS

MUCH NOTICE AS PERMISSIBLE. ANTICIPATED FREQUENCY OF SCHEDULED ACTIVITIES

WILL BE DISCUSSED AT PRE-BID.

J. PRIOR TO COMMENCEMENT OF WORK, SUBCONTRACTOR MUST SUBMIT A LIST OF ALL

PERSONNEL WHO WILL BE REQUIRED TO WORK ON THE PROJECT, INCLUDING

SUB-CONTRACTORS. INFORMATION FOR EACH PERSON SHALL INCLUDE: FULL NAME,

SOCIAL SECURITY NUMBER, DATE OF BIRTH, PLACE OF BIRTH. ALL PERSONNEL MUST

CARRY A FORM OF PICTURE ID AT ALL TIMES.

L. IN ANY AREAS WHERE TOPSOIL WILL BE DISTURBED, SUBCONTRACTOR SHALL NOTIFY

CAROL FINLEY 377MSG/CEANQ TO OBTAIN A SURVEY FOR BURROWING OWLS PER THE

MIGRATORY BIRD TREATY ACT OR ANY OTHER SENSITIVE SPECIES, BOTH FLORA AND

FAUNA IN THE AREA . IF SENSITIVE SPECIES ARE ENCOUNTERED, THE CONTRACTOR WILL

BE RESPONSIBLE FOR COORDINATING WITH CAROL FINLEY TO ASSESS POTENTIAL

MITIGATION OPTIONS.

M. SUBCONTRACTOR SHALL COORDINATE ALL AREAS OF SOIL DISTURBANCE WITH

377MSG/CEANQ, VALERIE RENNER, PRIOR TO COMMENCING WORK FOR CULTURAL

RESOURCE INVESTIGATION AND CLEARANCE.

PROJECT NOTES:

1. The intent of this project is to remove and replace select PC concrete slabs on Pad 5.

2. Concrete removal is full depth.

3. Each select slab shall be neatly demolished, removed and recycled at the KAFB landfill per UFGS 32-13-11 (August 2010).

4. Replacement PCC Concrete shall be per UFGS 32-13-11 (August 2010).

5. Replacement slabs should match existing. 13” thickness (unless at thickened edge 17”) over 6” stabilized aggregate base course compacted at least 100% ASTM D-1557 over 6” sub grade compacted at least 95% of maximum density ASTM D-1557.

6. If select slabs contain tiedowns (see exhibit), these tiedowns are to be replaced per Section B11-5 UFC 3-260-01 (17 November 2008).

7. Where dowels and/or joints are required (see exhibit), they shall be per UFC 3-260-02

8. Upon completion of construction activities, contractor shall remove all jointing material between all concrete slabs and shall construct new silicone joints per ETL 02-8 - Silicone Joint Sealant Specification for Airfield Pavements.

9. Upon completion of jointing activities, entire pad shall be re-striped per ETL 04-2 Standard Airfield Pavement Marking Schemes

10. All airfield barriers/barricades shall be per ETL 04-2 Standard Airfield Pavement Marking Schemes

11. Contractor is reponsible for preparing a Fugitive Dust Permit.

12. All applicable DoD Design Guides shall be incorporated into the design.

13. Contractor shall prepare a Taxiway Access Plan to allow for the safe and efficient movement of vehicular traffic in and around the taxiway during construction.

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