Appendix C - Drawings and Specifications.pdf

XLWU 23-4039

Appendix - A

March 26, 2024

APPENDIX - B

CONSTRUCTION DRAWINGS WITH

SPECIFICATIONS

For

REQUEST FOR PROPOSAL

CONSTRUCT ATFP FENCE, LOUISIANA

BRIDGE

TYNDALL AFB FLORIDA

FOR PROJECT XLWU 23-4039

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US Highway 98

Lou isi an a A ve nue

Project Location on Tyndall

AFB

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GENERAL NOTES

1, THE SURVEY PROVIDED DOES NOT GUARANTEE THE EXISTENCE

OA NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL OR LOCATION

OF A� UNDERGROUND UTIUTIES, ALL UTILITIES SHOWN ARE

BASED ON ABOVEGROUND UTILITY STRUCTURES, AVAILABLE

UTILITY MAPS AND SITE PLANS.

2. THE CONTRACTOR SHAU. BE RESPONSIBLE FOR OBTAINING AU.

NECESSARY PERMITS ANO INSURANCE REQUIRED FOR THE

PROJECT,

3. fT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM, IN

THE AELD, THE EXISTING UTILITY LOCATIONS AND ELEVATIONS

SHOWN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

4, THE CONTRACTOR SHAU. COORDINATE AU. CONSTRUCTION WITH

AU. OTHER UTILITIES CONSTRUCTION.

5. CONTRACTOR SHALL PROVIDE ANO MAINTAIN ADEQUATE

EROSION CONTROLS DURING ANO FOLLOWING CONSTRUCTION

UNTIL ALL DISTURBED AREAS HA\IE BEEN STABILIZED TO AVOID

ADVERSE ENVIRONMENTAL IMPACTS TO OFF-SITE PROPERTY AND

DRAINAGE SYSTEMS.

6. ALL UNDERGROUND UTILITIES TO BE INST.AU.ED SHAU. BE IN

ACCORDANCE WITH THE APPROVED PLANS ANO

SPECIFICATIONS,

7. THE CONTRACTOR SHAU. NOTIFY ALL APPLICABLE UTILITY

COMPANIES ANO THE CONTRACTING OFFICER 48 HOURS PRIOR

TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIREO BY

THE UTIUTIES COMPANIES ANO THE PERMITS OBTAINED FOR THE

WORK

8. THE CONTRACTING OFRCER SHALL BE GIVEN TWENTY FOUR

HOURS (24•HR) NOTICE OF AU. MEETINGS AND OR TESTING

MEASURES RELATED TO SAID PROJECT,

9. CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND

ERECTED BEFORE CONSTRUCTION CAN COMMENCE. THESE ANO

AU. TRAFFIC CONTROL DEVICES SHAU. FOLl..OW THE STANDARDS

SET FORTH BY THE MANUAL OF UNIFORM TRAFRC CONTROL

DEVICES (MUTCO),

10, THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING

THE AREA OF CONSTRUCTION ANO SAFELY ROUTING ALL

VEHICULAR ANO PEDESTRIAN TRAFRC AROUND THE

CONSTRUCTION AREA. THE CONSTRUCTION AREA SHAU. BE

CLEARLY MARKED AT ALL TIMES,

11, THE CONTRACTOR SHAU. LOCATE. VERIFY, AND IDENTIFY ALL

UTILITY LOCATIONS PRIOR TO EXCAVATION ANO TAKE ALL

MEASURES NECESSARY TO PROTECT UTILITIES DURING

CONSTRUCTION. CONTRACTOR SHAU. SOFT DIG OR HANO DIG IN

AREAS WITH CONGESTED UTILITY CORRIDORS. SHOULD ANY

UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE

RELOCATION THE CONTRACTOR SHAU. IMMEDIATELY NOTIFY THE

RESPONSIBLE UTILITY COMPANY AND THE CONTRACTING

OFFICER.

12, THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SURVEY

MARKERS, MONUMENTS, ETC, DURING CONSTRUCTION, THE

CONTRACTOR SHAU. RESTORE/REPLACE ANY DAMAGE CAUSED

BY CONSTRUCTION ACTMTIES.

13. ALL CONSTRUCTION ACTIVITIES MUST BE PERFORMED DURING

DAY LIGHT HOURS,

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DEMOLITION NOTES

THE CONTRACTOR SHALL COMPLY WITH ALL CODES REGULATING

DEMOLITION WORK THE CONTRACTOR SHAU. ERECT BARRIERS ANO

WARNING LIGHTS, AS MAY BE NECESSARY OR REQUIRED TO PROTECT

ANO PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE

DEMOLITION WORK AREA. All. OEMOUTION OPERATIONS SHAU.

COMPLY WITH THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL

SAFETY AND HEALTH ACT (OSHA) AND E�1-1 INSOFAR AS THEY

APPLY TO DEMOLITION WORK TO BE PERFORMED UNDER THIS

CONTRACT,

1, ALL THE EXISTING FACIUTIES TO REMAIN SHALL BE

ACCESSIBLE DURING THE ENTIRE DURATION OF

CONSTRUCTION.

2. TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHAU. BE

INSTALLED ADJACENT TO THE OEMOUTION WORK FOR

PROTECTION OF PERSONNEL EXISTING ADJACENT

BUILDINGS, STRUCTURES ANO EQUIPMENT AGAINST OUST,

FAWNG OR FLYING DEBRIS. ANY DAMAGE TO EXISTING

STRUCTURES, FACIUTIES AND/OR EQUIPMENT RESULTING

FROM OEMOUTION WORK SHAU. BE REPAIRED BY THE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

3. AU. DEBRIS, STUMPS ANO MATERIALS GENERATED BY

PROJECT OEMOUTION SHALL BE HAULED AWAY ANO

DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR

SHAU. MAKE HIS OWN ARRANGEMENTS FOR OBTAINING

DISPOSAL AREAS. THE CONTRACTOR SHAU. TAKE EVERY

PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING

HAULED IN PUBLIC STREETS. IT SHALL BE THE CONTRACTOR

RESPONSIBILITY TO IMMEDIATELY CLEAN UP ANY SPIUAGE

WHICH MAY ACCIDENTAU.Y OCCUR.

4. THE CONTRACTOR SHAU. MAINTAIN AN ORDER OF NEATNESS

ANO GOOD HOUSEKEEPING, TOOLS, SCAFFOLDING ANO

OTHER OEMOUTION EQUIPMENT SHAU. AT ALL TIMES BE

KEPT IN A NEAT ANO ORDERLY ARRANGEMENT. AT THE

CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE

WORK AREA SHALL BE LEFT IN A CLEAN CONDmON AS

REQUIRED FOR SUBSEQUENT NEW WORK

5. CONTRACTOR TO SCHEDULE CL.EARING AND GRADING WORK

FOR CLEAR ZONES ANO UTILITY TRENCHING SUCH THAT

THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND

DISTURBANCE ANO SEEDING. IF THIS CRITERIA IS NOT MET,

THE CONTRACTOR SHAU. PROVIDE SILT FENCING AT THE

LIMITS OF DISTURBANCE.

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DRAINAGE NOTES

1, AU. CONSTRUCTION SHAU. BE IN ACCORDANCE WITH THE

APPROVED CONSTRUCTION DOCUMENTS, ANY DEVIATION FROM

THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY

RESPONSIBLE FOR THE INSTALlATION TO UPDATE/REPLACE ANY

DEFICIENT MATERIAUEQUIPMENT NECESSARY TO BRING THE

ANAL PRODUCT TO THE STANDARDS OF THE PERMITTED

CONSTRUCTION DOCUMENTS.

2, THE CONTRACTOR SHAU. COORDINATE AU. NOTIFICATIONS ANO

UTILITY LOCATION EFFORTS WITH THE UTILITY OWNERS PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

3. AU. AREAS DISTURBED BY CONSTRUCTION SHAU. BE SEEDED

AND MULCHED OR SODDED IN ACCORDANCE WITH THESE

CONSTRUCTION PLANS AND PROJECT SPECIFICATIONS,

4, THE CONTRACTOR IS RESPONSIBLE FOR THE TRENCH SAFETY

SYSTEM. THE TRENCH SAFETY SYSTEM SHAU. BE COMPIJANT

WrTH EM385-M,

5. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE LAYDOWN

AREA IS RESTORED TO EXISTING OR BETTER CONDITIONS

8, THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE

INSTALLATION ANO MAINTENANCE OF SEDIMENT ANO EROSION

CONTROL MEASURES DURING CONSTRUCTION.

7. THE CONTRACTOR SHAU. ADHERE TO ALL NOTES PROVIDED IN

THESE CONSTRUCTION DRAWINGS.

8. AU. CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED

AND MAINTAINED BY THE CONTRACTOR,

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GENERAL NOTES ___EXISTING UTILITIES________________________________________

1. See general note 1 on this page for information concerning the utilities shown.

2. The gray image denotes water lines that will need to be located and protected.

3. The dashed red line shows primary electrical lines that will need to be located and protected.

4. The yellow lines denote natural gas lines that need to be located and protected.

5. All of these utilities will be located for the contractor following the processing of an AF Form 103 as described in the Scope of Work (SOW). Contractor responsibility to

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Northwest Quadrant

C-101 A: Looking north along sidewalk

111111111

Note 1: Remove existing fence following construction of new ATFP fence. See photo below

Note 1: Attach ATFP fence at this point. Deadman anchor not to extend beyond line of perimeter fence.

Note 2: Remove existing fence following construction of new ATFP fence.

Note 1: Terminate ATFP fence at mid-line of panel. Fence will run at a slight angle. Anchorage into the bridge is prohibited.

C-101 B: Looking west along perimeter fence C-101 C: Bridge and fence termination

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Northeast Quadrant

C-102 A: Looking north along sidewalk

C-102 B: Looking east along perimeter fence C-102 C: Bridge and fence termination point

Note 1: Terminate ATFP fence at mid-line of panel. Fence will run at a slight angle. Anchorage into the bridge is prohibited.

Note 1: Attach ATFP fence at this point.

Deadman anchor not to extend beyond line of perimeter fence.

Note 1: Remove existing fence following construction of new ATFP fence.

C-102: Looking south along sidewalk

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Southeast Quadrant

C-103 B:Looking south along sidewalk C-103 A: Southeast termination point of fence Bridge and fence termination point

Note 1: Remove existing fence following construction of new ATFP fence.

Note 1: Terminate ATFP fence at mid-line of panel. Fence will run at a slight angle. Anchorage into the bridge is prohibited.

1 1

Note 1: See Sheet C-105 for details on this corner.

1151007313C Cross-Out

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Southwest Quadrant

C-104 A:Looking south along sidewalk C-104 B: ATFP Fence to be removed C-104 C: ATFP Fence to be removed

Note 1: Drain Culvert. New ATFP fence will span the ditch. See detail on page C-105

Note 1: Remove existing fence following construction of new ATFP fence.

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Note 1: Remove existing fence following construction of new ATFP fence.

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Notes for fence passing over drainage ditch:

1. Provide additional fencing below, suspending from the lower rail of the main fence to the auxiliary frame and around the sides of the ditch.

1. The added fence must be attached every 2 inches along the intersection of the two fence sections and either attached to a series of ground stakes secured to the sides and bottom of the ditch, or embedded in a concrete sill in the ditch.

Ditch where fence will cross Example of ditch crossing

SE Connection Point for new ATFP fence

Note 1: Attach new fence to termination post in existing ATFP fence near bollards.

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East and west sides of the old Louisiana Avenue gate can be removed at any time. The diagonal section of the existing ATFP section of the southwest quadrant can be removed at any time. Deadman anchors can be reused if they are not damaged during demolition.

Note 1:Remove this section upon completion of the new southwest ATFP fence is completed

Note 1:Remove this section upon completion of the new northeast ATFP fence is completed

1 1

Note 1:Remove this section upon completion of the new northeast ATFP fence is completed

Note 1:Remove this section upon completion of the new northeast ATFP fence is completed.

Note 2: This section can be removed at any time.

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CHAIN LINK FENCING SPECIFICATIONS

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