W9127822R0008 RTA DRAWINGS.pdf

PDF 24 MB Posted Dec 17, 2021

Attached to: Building 73 Lab Expansion, Eglin Air Force Base, Florida
Solicitation number: W9127822R0008
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for the construction of an approximately 7,000 square foot extension to Building 73 at Eglin Air Force Base in Florida. The work includes a concrete foundation, split-faced concrete block walls over a steel frame, a sloped standing seam metal roof, and facilities that are 95% SCIF-rated in accordance with ICD 705-1 security standards. The NAICS code for this project is 236220. Responses are due through the SAM.gov system by the specified date. Bidders must be registered in SAM.gov and monitor the site for solicitation documents and any changes or amendments. Site visits and questions will be handled through specified processes outlined in the solicitation published on SAM.gov. The agency is the Department of the Army Corps of Engineers Engineering District Mobile.

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

BUILDING 73 LAB EXPANSION

DECEMBER 20 1

22002 22R 8

SHEET

IDENTIFICATION

US Army Corps of

Engineers ®

Mobile District

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BUILDING 73 LAB EXPANSION

EGLIN AFB, FLORIDA

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IDENTIFICATION

US Army Corps of

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Mobile District

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INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

MECHANICAL

M-001 HVAC LEGENDS, NOTES & ABBREVIATION

M-101 HVAC GROUND FLOOR PLAN

M-102 HVAC MEZZANINE FLOOR PLAN

M-301 HVAC SECTIONS-1

M-302 HVAC SECTIONS-2

M-401 HVAC ENLARGED FLOOR PLANS

M-402 HVAC ENLARGED MEZZANINE FLOOR PLANS

M-501 HVAC DETAILS-1

M-502 HVAC DETAILS-2

M-503 HVAC DETAILS-3

M-601 HVAC SCHEDULES-1

M-701 HVAC CONTROLS-1

M-702 HVAC CONTROLS-2

M-703 HVAC CONTROLS 3

ELECTRICAL

E-001 ELECTRICAL LEGEND AND GENERAL NOTES

E-002 LIGHTING FIXTURES AND SCHEDULES

E-003 LIGHTING SCHEDULES

E-004 480V POWER RISER DIAGRAM

E-005 208V POWER RISER DIAGRAM

E-006 NEW WORK ELECTRICAL SITE PLAN

E-007 ELECTRICAL DETAILS

E-100 ELECTRICAL DEMOLITION PLAN

E-101 GROUND FLOOR POWER PLAN

E-102 MEZZANINE AND TOWER POWER PLAN

E-103 MECHANICAL POWER PLAN

E-200 GROUND FLOOR LIGHTING PLAN

E-201 MEZZANINE LIGHTING PLAN

E-300 NEW WORK LIGHTNING PROTECTION PLAN

E-301 LIGHTNING PROTECTION DETAILS

E-600 PANEL SCHEDULES

E-601 PANEL SCHEDULES

E-602 PANEL SCHEDULES

E-603 PANEL SCHEDULES

E-604 PANEL SCHEDULES

E-605 PANEL SCHEDULES

E-606 PANEL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOM LEGEND

T-002 TELECOM NOTES

T-100 TELECOM DEMOLITION PLAN

T-111 TELECOM GROUND FLOOR PLAN

T-112 TELECOM GROUND FLOOR BELOW CEILING PATHWAYS PLAN

T-113 TELECOM GROUND FLOOR ABOVE CEILING PATHWAYS PLAN

T-121 TELECOM MEZZANINE FLOOR PLAN

T-122 TELECOM MEZZANINE AND ROOF PATHWAY PLANS

T-201 TELECOM FACEPLATE DETAILS

T-202 TELECOM DETAILS

T-301 TELECOM SINGLE LINE DIAGRAMS

T-302 TELECOM SINGLE LINE DIAGRAMS

T-303 TELECOM SINGLE LINE DIAGRAMS

T-401 TELECOM ENLARGED PLANS

T-501 EXISTING RACK ELEVATIONS

T-502 NEW WORK RACK ELEVATIONS

TY001 SECURITY LEGEND AND NOTES

TY111 SECURITY GROUND FLOOR PLAN

TY121 SECURITY MEZZANINE AND ROOF FLOOR PLAN

TY201 SECURITY DETAILS

TY202 SECURITY DOOR DETAILS

TY301 SECURITY SINGLE LINE DIAGRAMS

TY302 SECURITY SINGLE LINE DIAGRAMS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

ARCHITECTURAL

A-001 LEGENDS, NOTES, AND ABBREVIATIONS

A-002 WALL TYPES

A-101 FLOOR PLAN

A-102 DIMENSION FLOOR PLAN

A-103 MEZZANINE FLOOR PLAN

A-104 MEZZANINE FLOOR DIMENSION PLAN

A-140 ROOF PLAN & TOWER PLANS

A-141 ROOF DETAILS

A-142 ROOF DETAILS

A-143 ROOF DETAILS

A-144 ROOF DETAILS

A-145 ROOF DETAILS

A-150 REFLECTED CEILING PLAN

A-151 SECURITY/STC 50 GYPSUM WALLBOARD REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-320 TYPICAL SECURITY/STC ASSEMBLY SEALING DETAILS

A-401 ENLARGED RESTROOM PLAN, ELEVATION, AND DETAILS

A-402 ENLARGED STAIR PLANS, SECTIONS, AND DETAILS

A-403 ENLARGED STAIR PLANS, SECTIONS, AND DETAILS

A-404 ENLARGED RAMP PLANS, SECTIONS, AND DETAILS

A-405 ENLARGED MATERIAL LIFT PLAN AND SECTIONS

A-501 PLAN DETAILS

A-510 FLOOR & CEILING ASSEMBLY DETAILS

A-511 STC/SECURITY DETAILS & CEILING DETAILS

A-601 DOOR SCHEDULE, DOOR AND FRAME ELEVATIONS

A-602 EXTERIOR DOOR DETAILS

A-603 INTERIOR DOOR DETAILS

A-610 LOUVER ELEVATIONS

A-611 LOUVER DETAILS

INTERIOR

I-101 FINISH PLAN

I-102 MEZZANINE FINISH PLAN

I-103 FURNITURE PLAN

I-104 MEZZANINE FURNITURE PLAN

I-105 SIGNAGE AND CORNER GUARD PLAN

I-106 MEZZANINE SIGNAGE AND CORNER GUARD PLAN

I-601 FINISH SCHEDULE, NOTES, AND DETAILS

I-602 SIGNAGE SCHEDULE AND DETAILS

FIRE PROTECTION

FL001 CODE SUMMARY

FL101 FLOOR PLAN - LIFE SAFETY

FL102 MEZZANINE - LIFE SAFETY

FD101 FLOOR PLAN - FIRE ALARM DEMO

FA101 FLOOR PLAN - FIRE ALARM

FA102 MEZZANINE - FIRE ALARM

FA501 DETAILS - FIRE ALARM

FX101 FLOOR PLAN - FIRE PROTECTION

FX102 MEZZANINE - FIRE PROTECTION

FX501 DETAILS - FIRE PROTECTION

PLUMBING

P-001 PLUMBING LEGENDS, NOTES & ABBREVIATION

P-101 GROUND FLOOR PLAN - PLUMBING BELOW SLAB

P-102 GROUND FLOOR PLAN - PLUMBING ABOVE SLAB

P-501 PLUMBING DETALS-1

P-502 PLUMBING DETAILS-2

P-601 PLUMBING SCHEDULES-1

P-901 PLUMBING WASTE RISER DIAGRAM

P-902 PLUMBING DOMESTIC WATER RISER DIAGRAM

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 SECURE AREA AND STC CONSTRUCTION NOTES

GC003 SITE LOCATION, ACCESS, AND SAFETY PLAN

GC004 SITE USE AND WORK RESTRICTION PLAN

G-110 AIR BARRIER FLOOR PLAN

G-111 AIR BARRIER SECTION DRAWINGS

CIVIL

V-101 SURVEY AND SURVEY CONTROL PLAN

V-102 SURVEY AND SURVEY CONTROL PLAN

CI001 GENERAL CIVIL NOTES

CI002 ABBREVIATIONS AND LEGEND

CD101 OVERALL DEMOLITION PLAN

CS101 SITE PLAN/GEOMETRIC LAYOUT

CS111 JOINT LAYOUT PLAN

CS501 PAVING DETAILS

CS502 PAVING DETAILS

CS503 FENCE DETAILS

CG101 GRADING & DRAINAGE PLAN

CE100 OVERALL EROSION AND SEDIMENT CONTROL PLANS

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CATHODIC

X-101 CATHODIC LAYOUT

X-102 CATHODIC PROTECTION DETAILS

X-103 CATHODIC PROTECTION DETAILS

X-104 CATHODIC PROTECTION DETAILS

X-105 CATHODIC PROTECTION DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES CONT. & WIND LOAD CRITERIA

S-101 FOUNDATION PLAN

S-102 SLAB-ON-GRADE PLAN

S-110 MEZZANINE AND WIND BEAM FRAMING PLAN

S-120 ROOF FRAMING PLAN

S-130 TOWER FRAMING PLAN

S-140 EXISTING BUILDING EXIT STAIR FRAMING

S-201 WALL FRAMING ELEVATIONS

S-202 WALL FRAMING ELEVATION

S-410 FOUNDATION SECTIONS AND DETAILS

S-411 FOUNDATION SECTIONS AND DETAILS

S-420 MEZZANINE FRAMING SECTIONS AND DETAILS

S-421 EXTERIOR STAIR SECTIONS AND DETAILS

S-430 ROOF FRAMING SECTIONS AND DETAILS

S-431 ROOF FRAMING SECTIONS AND DETAILS

S-432 TOWER STAIR FRAMING SECTIONS AND DETAILS

S-501 TYPICAL FOUNDATION AND SLAB DETAILS

S-502 TYPICAL STEEL DETAILS

S-503 TYPICAL STEEL DETAILS

S-504 BRACED FRAME DETAILS

DEMOLITION

AD101 DEMOLITION FLOOR PLAN & HANGER 71 STAIR MODIFICATION

AD102 ROOF DEMOLITION PLAN

WORK OF THIS CONTRACT INCLUDES THE CONSTRUCTION OF MULTIPLE SECURE AREAS IN ACCORDANCE WITH UFC 4-010-05 SENSITIVE COMPARTMENT INFORMATION FACILITIES PLANNING, DESIGN, CONSTRUCTION (1 FEB 2013, CHANGE 1 OCT 2013) AND TECHNICAL SPECIFICATIONS FOR THE CONSTRUCTION AND MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES, VERSION 1.5.1 IC TECH SPEC-FOR ICD/ICS 705 (JULY 26,2021). THE RELATED BUILDING SYSTEMS AND ASSEMBLIES HAVE BEEN DESIGNED TO MEET THIS CRITERIA AND SHALL BE CONSTRUCTED AND INSTALLED BY THIS CONTRACT IN ACCORDANCE WITH THIS SAME CRITERIA.

REFER TO SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL REQUIREMENTS. THE FOLLOWING PROVIDES ADDITIONAL GENERAL REQUIREMENTS AND DETAILED INFORMATION TO SUPPLEMENT THE DRAWING AND TECHNICAL SPECIFICATION REQUIREMENTS RELATED TO THE CONSTRUCTION OF THE SECURE AREAS OF THIS CONTRACT.

1. CONTRACTOR SHALL SCHEDULE AND COORDINATE THE SEQUENCE OF INSTALLATION OF ALL SECURE AREA PERIMETER WITH THE CONTRACTING OFFICER TECHNICAL REPRESENTATIVE (COTR) TO PROVIDE ADVANCE NOTIFICATION AND ACCESS TO BUILDING ASSEMBLIES AND SYSTEMS THAT ARE PART OF THE DESIGNATED SECURE AREA(S) FOR GOVERNMENT SECURITY INSPECTORS TO PERFORM REQUIRED INSPECTIONS, DOCUMENTATION AND TESTING DURING VARIOUS STAGES OF CONSTRUCTION OF SECURE AREA CONSTRUCTION BEFORE BEING CONCEALED BY OTHER WORK OF THIS CONTRACT. THESE ASSEMBLIES INCLUDE, BUT NOT LIMITED TO; SECURITY PERIMETER WALLS, FLOOR/CEILING, ROOF/CEILING, AND ALL PENETRATIONS THROUGH THE SECURE PERIMETER.

2. SECURITY STC RATED WALLS, FLOOR/CEILING, AND ROOF/CEILING ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TESTED ASSEMBLY IDENTIFIED ON THE DRAWINGS AS THE “BASIS OF DESIGN” (OR APPROVED EQUAL) AND OTHER ADDITIONAL REQUIREMENTS IDENTIFIED ON THE DRAWINGS AND SPECIFICATIONS THAT MAY NOT BE SPECIFICALLY ADDRESSED IN THE TEST DATA SUCH AS; SEALING OF THE ASSEMBLY PERIMETER AT JUNCTION WITH OTHER SOUND RATED AND NON-SOUND RATED ASSEMBLIES, SEALING ALL PENETRATIONS, AND MODIFICATIONS TO ENHANCE PHYSICAL SECURITY PERFORMANCE (IE: STUD GAGE AND

SPACING, ETC.).

3. WHERE INDICATED FOR CONSTRUCTION TO BE SEALED, SEALING SHALL BE ACCOMPLISHED USING ACOUSTICAL SEALANT TO FILL ALL GAPS, HOLES AND SPACES AT ALL JUNCTIONS, PERIMETER AND PENETRATIONS THROUGH THE SECURITY ASSEMBLIES (WALL, FLOOR, AND CEILING – 6 SIDED BOX). FIRE SEALANT AT FIRE RATED CONSTRUCTION CONDITIONS WHEN REQUIRED, OTHERWISE SHALL BE ACOUSTICAL SEALANT. ALL

OTHER MATERIALS ARE UNACCEPTABLE.

4. STC RATED ASSEMBLIES SHALL BE INSTALLED FOLLOWING MANUFACTURER’S INSTALLATION INSTRUCTIONS, REQUIREMENTS AND DETAILS FOR SOUND RATED AND FIRE RATED ASSEMBLIES.

5. STC RATED ASSEMBLIES IDENTIFIED ON THE DRAWINGS INDICATE “MINIMUM” STC RATINGS WHICH ARE THE REQUIRED MINIMUMS TO MEET PHYSICAL SECURITY STANDARDS, BUT HAVE BEEN DESIGNED USING HIGHER STC RATED ASSEMBLIES AS INDICATED ON THE DRAWINGS WITH TEST NUMBERS. THE CONTRACTOR SHALL CONSTRUCT THE STC RATED ASSEMBLIES TO MEET THE STATED “MINIMUM” STC RATING THAT WILL BE FIELD

TESTED BY THE GOVERNMENT TO VERIFY THE MINIMUM STC RATING IS ACHIEVED.

6. EVALUATION OF STC RATED ASSEMBLIES THAT ARE DIFFERENT FROM THE “BASIS OF DESIGN” STC ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E90 AND ASTM E413 TO ESTABLISH THE STC RATING OF THE

ASSEMBLY.

7. PROJECT INCLUDES WALLS THAT ARE COMPOSED OF SEVERAL WALL ASSEMBLY TYPES THAT REQUIRE THE CONTRACTOR TO SEQUENCE THE INSTALLATION WITH THE FOLLOWING ORDER OF PRECEDENCE FOR TERMINATIONS AT INTERSECTIONS AND PERIMETERS AND SEALING OF PENETRATIONS; FIRE, SOUND, AND NON-FIRE OR SOUND RATED ASSEMBLIES.

8. STC RATED DOOR ASSEMBLIES SHALL MEET SPECIFIED TESTING CRITERIA AND INSTALLED IN ACCORDANCE WITH THE TEST DATA AND MANUFACTURER’S INSTRUCTION AND CRITERIA.

9. ALL PENETRATIONS THROUGH SECURE AREA SECURITY WALLS AND STC RATED WALLS SHALL BE COMPLETELY SEALED ON BOTH SIDES OF THE PENETRATION WITH ACOUSTICAL SEALANT AT NON-FIRE RATED CONDITIONS AND FIRE CAULK AT FIRE RATED ASSEMBLIES. PENETRATIONS INCLUDE BUT NOT LIMITED TO; CONDUITS, PIPING, DUCTWORK, RACEWAYS, STRUCTURAL COMPONENTS, ETC. IF SEALING OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES ONLY REQUIRES FIRE CAULKING ON ONE SIDE OF THE PENETRATION THE OTHER SIDE SHALL BE SEALED WITH ACOUSTICAL SEALANT.

10. SEAL BOTH SIDES OF THE STC RATED GYPSUM WALL BOARD AND METAL STUD PERIMETER WALLS WITH ACOUSTICAL SEALANT AT JUNCTURE WITH FLOOR SLAB, ADJACENT WALLS, STC FLOOR/CEILING AND STC ROOF/CEILING ASSEMBLIES. STC AND FIRE RATED WALL ASSEMBLIES SHALL EXTEND TO THE METAL FLOOR DECK OR ROOF DECK AND SEALED WITH FIRE SEALANT.

11. GYPSUM WALL BOARD / METAL STUD SECURITY WALL ASSEMBLY ADDITIONAL REQUIREMENTS:

A. METAL WALL STUDS, BOTTOM TRACK AND TOP TRACK SHALL BE MINIMUM 16 GAUGE STEEL. STUDS SHALL BE INSTALLED AT 16” O.C. MAXIMUM.

B. METAL WALL STUD FRAMING BOTTOM TRACK AND TOP TRACKS SHALL BE ATTACHED WITH ANCHORS AT 32” O.C. MAXIMUM (CLOSER IF REQUIRED BY TESTING) AND SET IN TWO ROWS OF CONTINUOUS

ACOUSTICAL SEALANT. COMPLETELY FILL VOIDS BETWEEN TOP TRACK AND DECK WITH FIRE SAFING MATERIAL OR NON-SHRINK GROUT.

C. ACOUSTIC INSULATION SHALL BE INSTALLED TIGHT BETWEEN METAL STUDS AND FASTENED IN A MANNER TO KEEP THE INSULATION FROM SLIDING DOWN LEAVING A VOID AT THE TOP OF THE WALL

ASSEMBLY.

12. GYPSUM WALL BOARD SHAFTWALL SECURITY WALL ASSEMBLY ADDITIONAL REQUIREMENTS:

A. METAL FRAMING SHALL BE MINIMUM 20 GAUGE STEEL (0.0329 INCH THICK BARE METAL).

B. BOTTOM TRACK AND TOP TRACK RUNNERS SHALL BE ATTACHED WITH ANCHORS AT 32” O.C. MAXIMUM (CLOSER IF REQUIRED BY TESTING) AND SET IN TWO ROWS OF CONTINUOUS ACOUSTICAL SEALANT

(FIRE CAULK IF A FIRE RATED ASSEMBLY). PROVIDE FIRE SAFING MATERIAL TO FILL VOIDS BETWEEN TRACK AND CORRUGATION OF DECK.

C. ACOUSTIC INSULATION SHALL BE INSTALLED TIGHT BETWEEN STUDS AND FASTENED IN A MANNER TO KEEP THE INSULATION FROM SLIDING DOWN LEAVING A VOID AT THE TOP OF THE WALL ASSEMBLY.

13. ALL WALL AND CEILING SURFACES THAT FORM THE SECURE AREA PERIMETER SHALL BE FINISHED, PAINTED TO PROVIDE A UNIFORM APPEARANCE, INCLUDING AT LOCATIONS ABOVE LAY-IN ACOUSTICAL CEILINGS.

GYPSUM WALL BOARD SURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED.

14. ALL WALLS AND CEILING SURFACES WITHIN THE SECURE AREA PERIMETER SHALL BE PAINTED, INCLUDING AT LOCATIONS BELOW ACCESS FLOORS AND ABOVE LAY-IN ACOUSTICAL CEILINGS. GYPSUM WALL BOARD

SURFACES SHALL HAVE JOINTS TAPED, FINISHED AND PAINTED.

15. UTILITIES AT SECURITY WALLS - ALL ELECTRICAL SYSTEM PATHWAYS (CONDUITS AND BOXES), PIPING, AND OTHER BUILDING SYSTEMS SHALL BE SURFACE MOUNTED TO THE SECURITY WALL ASSEMBLY (DO NOT INSTALL WITHIN THE SECURITY WALL ASSEMBLY). PAINT ALL SURFACE MOUNTED ITEMS UNLESS NOTED OTHERWISE.

16. UTILITIES AT SECURITY CEILING ASSEMBLIES - ALL ELECTRICAL AND COMMUNICATIONS SYSTEM PATHWAYS (CONDUITS AND BOXES), PIPING, AND OTHER BUILDING SYSTEMS SHALL ONLY BE SURFACE MOUNTED BELOW OR SUSPENDED BELOW THE STC SECURITY CEILING ASSEMBLY (DO NOT INSTALL WITHIN OR ABOVE THE SECURITY CEILING ASSEMBLY). THE ONLY ITEMS PERMITTED TO BE INSTALLED WITHIN THE STC SECURITY CEILING ASSEMBLY ARE LIMITED TO; STRUCTURAL FLOOR AND ROOF COMPONENTS, UTILITY SUSPENSION SYSTEM COMPONENTS (IE: UNI-STRUT) TO SUPPORT UTILITIES BELOW THE STC SECURITY CEILING.

17. SOUND ATTENUATION FOR SECURE AREA PERIMETER (FLOORS, WALLS, CEILINGS, DOORS, AND PENETRATIONS) - SOUND GROUP 4 (FIELD STC 50 (FSTC 50), MINIMUM. GOVERNMENT ACCREDITATION PROCESS WILL PERFORM FIELD TESTING TO VERIFY ACOUSTIC RATING IS ACHIEVED. CONTRACTOR TO PERFORM FIELD TESTING AND MAKE NECESSARY IMPROVEMENTS TO ACHIEVE THE REQUIRED MINIMUM FSTC RATING.

CONTRACTOR ACOUSTIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ICD/ICS 705 CHAPTER 9 INSTRUMENTAL ACOUSTIC TESTS FOR SECURE AREA PERIMETER (FLOOR, WALLS, AND CEILING) AND PROVIDE TEST REPORT WITH RESULTS. THE GOVERNMENT WILL PERFORM ACOUSTIC TESTING INDEPENDENT OF THE CONTRACTORS ACOUSTIC TESTING. CONTRACTOR SHALL MAKE NECESSARY CHANGES OR IMPROVEMENTS TO THE INSTALLED WORK TO REMEDY AREAS OR COMPONENTS OF THE NEW CONSTRUCTION IDENTIFIED BY THE CONTRACTOR TESTING AND GOVERNMENT TESTING BEING DEFICIENT.

SECURE USE AREAS "A" AND "B" CONSTRUCTION - GENERAL NOTES

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US Army Corps of

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NTS

GENERAL NOTES:

1. CONSTRUCTION ACCESS TO THE PROJECT SITE SHALL BE THROUGH

THE NORTH GATE. NORTH GATE IS ONE WAY WITH ENTRANCE ONLY

AND NO EXITING. ALL CONSTRUCTION MATERIAL DELIVERIES

INCLUDING CONCRETE, ASPHALT AND MISCELLANEOUS

CONSTRUCTION MATERIALS NECESSARY TO THE PROJECT WILL BE

SUBJECT TO INSPECTION AND ARE REQUIRED TO ENTER THE

INSTALLATION AND RANGES THROUGH THE NORTH GATE.

2. THE MAIN ACCESS POINT FOR THE PROJECT WILL BE DEFINED BY BCE

IN CONJUNCTION WITH THE AIRFIELD MANAGER.

3. ALL ACCESS BY HEAVY HAULERS (CONCRETE TRUCKS, CRANES,

DELIVERY TRAILERS, ETC) WILL BE VIA APRON PERIMETER ROAD AND

REQUIRE ESCORT BY FLIGHTLINE QUALIFIED PERSONNEL OF THE

CONTRACTOR MANAGEMENT TEAM.

4. ALL OTHER SMALLER VEHICLES CAN ACCESS THE PROJECT SITE AT

OTHER GATES IF REGISTERED IN DBIDS.

5. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE

FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITY ON A DAILY

BASIS. CONTRACTORS SHALL KEEP ALL PUBLIC ROADS AND STREETS

CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES.

CONTRACTOR TO PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN

ANY STREETS AS REQUESTED BY THE CONTRACTING OFFICER.

CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS,

PARKING AREAS, AND BASE OR GOVERNMENT PROPERTY, DUE TO

DAMAGE BY THEIR CONSTRUCTION ACTIVITIES.

6. ALL CONSTRUCTION TRAFFIC SHALL EXIT THROUGH ANY OPEN GATE.

ACCESS AND SAFETY PLAN NOTES:

1. THE AWARDED CONTRACTOR IS REMINDED THAT PERSONNEL ARE

NOT PERMITTED IN ANY AREAS NOT IDENTIFIED IN THEIR LAYDOWN

AREA PLAN.

2. THE AWARDED CONTRACTOR WILL COMPLETE THE AIRFIELD

CONSTRUCTION WAIVER PACKAGE (ACWP) WITH ASSISTANCE FROM

THE CE PROJECT MANAGER.

3. THE AWARDED CONTRACTOR WILL INCORPORATE ALL ASPECTS OF

THE ORM AND ACWP INTO THEIR ACCIDENT PREVENTION PLAN.

4. FAILURE TO MAINTAIN FENCING DURING CONSTRUCTION TO DETER

HUMAN AND ANIMAL INTRUSIONS INTO THE AIRPORT OPERATION

AREAS, UNMARKED/UNAUTHORIZED OPEN TRENCHES ALONGSIDE

OPERATIONAL PAVEMENTS, ENCROACHMENTS TO APRON, TAXIWAY,

OR RUNWAY CLEARANCE AREAS, IMPROPER GROUND VEHICLE

OPERATIONS, AND UNMARKED OR UNCOVERED HOLES AND

TRENCHES IN THE VICINITY OF AIRCRAFT OPERATING SURFACES ARE

THE THREE MOST RECURRING THREATS TO SAFETY DURING

CONSTRUCTION.

5. FOD CHECKPOINTS:

A. THE AWARDED CONTRACTOR WILL INCLUDE FOD (FOREIGN

OBJECT DEBRIS) CHECKPOINTS AND PROCEDURES INTO THEIR

LAYDOWN AREA PLAN - CONTRACTOR WILL ENSURE ALL

PERSONNEL ARE BRIEFED ON FOD PROCEDURES.

B. OTHER ITEMS TO BE SHOWN ON THE CONTRACTOR'S LAYDOWN

AREA PLAN (INCLUDE BUT NOT LIMITED TO):

ANY STORAGE BUILDINGS/TRAILERS, OFFICE TRAILER

MATERIAL LAYDOWN AREA, CONSTRUCTION EQUIPMENT PARKING,

AND DUMPSTERS.

C. CRANE/HOIST OPERATIONS:COORDINATION WITH AIRFIELD

OPERATIONS IS REQUIRED IF THE HEIGHT OF ANY EQUIPMENT

WHILE IN OPERATION WILL PENETRATE ANY OF THE AIRFIELD

OPERATION PLANE SURFACES (CLEAR ZONES). IF EQUIPMENT

WILL PENETRATE THE SURFACES; A FAA 7460-1, NOTICE OF

PROPOSED CONSTRUCTION ALTERATION, WILL BE REQUIRED

PRIOR TO CONSTRUCTION START (CONSTRUCTION AS RELATED

TO THE AIRFIELD)

6. ACCESS AND VEHICLE PARKING

A. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL,

VEHICLES, AND EQUIPMENT IS ILLUSTRATED ON THIS SHEET PLAN

AND GC004. ACCESS ROUTES MAY BE SUBJECT TO CHANGE

BASED ON OPERATIONAL REQUIREMENTS ON BASE OR ON THE

AIRFIELD. POTENTIAL SCHEDULE IMPACTS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

B. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY

PAINTED SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT

THE CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS

AND EMPLOYEES TO THE CONSTRUCTION SITE.

C. CONTRACTOR MAY SUBMIT ALTERNATIVES TO STAGING AREA

LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA SHALL BE

SUBJECT TO APPROVAL OF CONTRACTING OFFICER'S

REPRESENTATIVE. LOCATION OF CONTRACTOR'S STAGING AREA

SHALL BE WITHIN THE PROJECT WORK AREA.

D. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES

SHALL BE PARKED IN THE CONTRACTOR'S STAGING AREA.

E. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT

UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM

THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA

TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO

THE BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE HAUL ROAD

LOCATIONS SHALL BE AS INDICATED ON THIS SHEET OR BY THE

CONTRACTING OFFICER.

F. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE

PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO

ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO

EMERGENCY VEHICLES RESPONSE TIME.

G. STAGING AREA AND ANY OTHER AREA DISTURBED BY

CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED TO

ORIGINAL OR BETTER CONDITION OF EXISTING SITE.

H. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED

BY SECURITY POLICE WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS.

I. CONTRACTOR SHALL COORDINATE WITH CONTRACTING

OFFICER'S REPRESENTATIVE ANY GOVERNMENT-OWNED

EQUIPMENT REQUIRING RELOCATION TO COMPLETE WORK.

7. COORDINATION AND COMMUNICATION DURING CONSTRUCTION

A. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON

OFF THE WORK AREAS AND STREET CROSSINGS BY USING

BARRICADES APPROVED BY THE CONTRACTING OFFICER.

B. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH

PART 91 OF ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION

AND SEDIMENT CONTROL ACT. CONTRACTOR IS RESPONSIBLE

FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL

AUTHORITIES AND DOCUMENTS TO BE SUBMITTED FOR

PERMITTING.

C. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING

AREA AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO

CONTROL EROSION, WIND AND STORM WATER RUNOFF IN

ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

8. TRAFFIC CONTROL

A. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS OR OTHER

COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

B. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING

DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

C. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING

PAVEMENT THAT IS TO REMAIN.

D. NON-CONSTRUCTION PEDESTRIAN TRAFFIC WILL NOT BE

ALLOWED INSIDE THE CONSTRUCTION LIMITS OR CONSTRUCTION

FENCE.

E. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION

EQUIPMENT OR CONSTRUCTION TRAFFIC SHALL BE REPAIRED TO

THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/HER

OWN EXPENSE TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

F. CONTRACTOR SHALL PROVIDE A NOTICE FOR ROAD CLOSURE TO

THE CONTRACTING OFFICER A MINIMUM OF 10 WORKING DAYS

PRIOR TO ROAD REQUIRING CLOSURE.

G. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL

PLAN FOR APPROVAL BY CONTRACTING OFFICER AND BASE

ENGINEER PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

H. TEMPORARY TRAFFIC CONTROL PLAN SHALL COMPLY WITH FDOT

MAINTENANCE OF TRAFFIC DESIGN CRITERIA, SPECIFICATIONS,

AND 600 SERIES INDEXES LATEST EDITION.

9. EXCAVATION AND TRENCHES

A. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED WITH ORANGE AND WHITE

BARRICADES AND WITH FLASHING RED LIGHTS ACCEPTABLE TO

THE CONTRACTING OFFICER AND USACE SAFETY MANUAL

EM385-1-1.

10. OTHER SAFETY REQUIREMENTS

A. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT

CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY

MANUAL EM385-1-1.

B. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE

FROM OBSTRUCTION AND MAINTAIN ACCESS TO THE SITE AND ALL

SURROUNDING ROADS AND STREETS.

C. MARGINAL CONDITIONS OR HAZARDS TO AVOID:

· MOUNDS OR STOCKPILES OF EARTH, CONSTRUCTION

MATERIAL, TEMPORARY STRUCTURES, AND OTHER OBSTACLES

NOT PROPERLY LOCATED OR NOT LOCATED WHERE APPROVED

THAT IMPEDED AIRCRAFT OPERATIONS AREAS AND APPROACH

ZONES.

· UNATTENDED HEAVY EQUIPMENT, STATIONARY OR MOBILE,

OPERATING OR IDLE NEAR AIRPORT OPERATIONS AREAS OR IN

APRON, TAXIWAY, OR RUNWAY CLEARANCE AREAS.

· OBSTACLES, LOOSE PAVEMENT, TRASH, AND OTHER DEBRIS ON

OR NEAR AIRPORT OPERATIONS AREAS.

11. CONTRACTOR SAFETY PLAN SUBMITTALS

A. REFER TO SHEETS GC004 FOR ADDITIONAL SAFETY

REQUIREMENTS FOR AIRFIELD AREA DURING CONSTRUCTION.

B. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN

ACCORDANCE WITH THE SPECIFICATIONS AND USACE SAFETY

MANUAL EM 385-1-1 WITH HIS/HER PROJECT SCHEDULE.

0 1500' 3000'

CONSTRUCTION

HAUL ROAD SEE

GENERAL NOTES

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PERIMETER RD

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JASMINE AVE

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CHEROKEE RD

AutoCAD SHX Text

"D" AV

AutoCAD SHX Text

SECOND ST

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NOMAD WAY

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TENTH ST

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

CHEROKEE RD

AutoCAD SHX Text

CHOCTAW RD

AutoCAD SHX Text

CAMP ROBBINS RD

AutoCAD SHX Text

HICKORY LN

AutoCAD SHX Text

OSSIPEE RD

AutoCAD SHX Text

VIRGINIA AVE

AutoCAD SHX Text

OSCEOLA DR

AutoCAD SHX Text

BEN'S LAKE RD

AutoCAD SHX Text

FL85

AutoCAD SHX Text

CHEROKEE RD

AutoCAD SHX Text

CHEROKEE RD

AutoCAD SHX Text

SECOND ST

AutoCAD SHX Text

GAFFNEY RD

AutoCAD SHX Text

MCCARTHY AV

AutoCAD SHX Text

HIALEAH RD

AutoCAD SHX Text

FL85

AutoCAD SHX Text

LOUISIANA AVE

AutoCAD SHX Text

ARROW PT CV

AutoCAD SHX Text

BAYSHORE DR

AutoCAD SHX Text

GRANDVIEW AVE

AutoCAD SHX Text

MEMORIAL TR

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MAGNOLIA ST

AutoCAD SHX Text

BARRIER MAINT RD

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DAYTONA RD

AutoCAD SHX Text

FOURTH ST

AutoCAD SHX Text

FOURTH ST

AutoCAD SHX Text

CHINQUAPIN DR

AutoCAD SHX Text

ELM DR

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HATCHEE RD

AutoCAD SHX Text

FIFTH ST

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GAFFNEY RD

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OSCEOLA DR

AutoCAD SHX Text

CYPRESS RD

AutoCAD SHX Text

DELEON ST

AutoCAD SHX Text

FOURTH ST

AutoCAD SHX Text

TENNESSEE AVE

AutoCAD SHX Text

EIGHTH ST

AutoCAD SHX Text

VIRGINIA AVE

AutoCAD SHX Text

HATCHEE RD

AutoCAD SHX Text

GENERAL BOND BLVD

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

HIALEAH RD

AutoCAD SHX Text

FLAGLER RD

AutoCAD SHX Text

HATCHEE RD

AutoCAD SHX Text

RANGE RD

AutoCAD SHX Text

"F" AV

AutoCAD SHX Text

CUNNARD AVE

AutoCAD SHX Text

FL85

AutoCAD SHX Text

HATCHEE RD

AutoCAD SHX Text

EIGHTH ST

AutoCAD SHX Text

PINE LN

AutoCAD SHX Text

GASPARILLA RD

AutoCAD SHX Text

"B" AV

AutoCAD SHX Text

CAMP ROBBINS RD

AutoCAD SHX Text

MCCARTHY AV

AutoCAD SHX Text

VINE ST

AutoCAD SHX Text

GAFFNEY RD

AutoCAD SHX Text

LIN DR

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

NOMAD WAY

AutoCAD SHX Text

JASMINE AVE

AutoCAD SHX Text

MINOR DR

AutoCAD SHX Text

RIBORDY DR

AutoCAD SHX Text

CHOCTAW RD

AutoCAD SHX Text

SECOND ST

AutoCAD SHX Text

FIFTH ST

AutoCAD SHX Text

EGLIN BLVD

AutoCAD SHX Text

MEMORIAL TR

AutoCAD SHX Text

RIBORDY DR

AutoCAD SHX Text

"D" AV

AutoCAD SHX Text

WACISSA RD

AutoCAD SHX Text

CHEROKEE AV

AutoCAD SHX Text

"D" AV

AutoCAD SHX Text

CHOCTAWHATCHEE AVE

AutoCAD SHX Text

CHINQUAPIN DR

AutoCAD SHX Text

DELEON ST

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

"D" AV

AutoCAD SHX Text

SAINT CHARLES AVE

AutoCAD SHX Text

FERNANDINA DR

AutoCAD SHX Text

OLD DOCK RD

AutoCAD SHX Text

TENNESSEE AVE

AutoCAD SHX Text

VAN MATRE AV

AutoCAD SHX Text

BEN'S LAKE RD

AutoCAD SHX Text

WAKULLA DR

AutoCAD SHX Text

FOSTER DR

AutoCAD SHX Text

"C" AV

AutoCAD SHX Text

VIRGINIA AVE

AutoCAD SHX Text

FLAGLER RD

AutoCAD SHX Text

CYPRESS RD

AutoCAD SHX Text

BARRANCAS AV

AutoCAD SHX Text

WICKER RD

AutoCAD SHX Text

SUNSET LN

AutoCAD SHX Text

"B" AV

AutoCAD SHX Text

BARRANCAS AV

AutoCAD SHX Text

NAKINA DR

AutoCAD SHX Text

PERIMETER RD

AutoCAD SHX Text

CLAYTON PL

AutoCAD SHX Text

WOLVERINE BYPASS

AutoCAD SHX Text

NETTLES DR

AutoCAD SHX Text

VIRGINIA AVE

AutoCAD SHX Text

NORTH GATE RD

AutoCAD SHX Text

MONTANA AVE

AutoCAD SHX Text

ELM DR

AutoCAD SHX Text

LIDO RD

AutoCAD SHX Text

FLAGLER RD

AutoCAD SHX Text

ARESTOR RD

AutoCAD SHX Text

CORTESE RD

AutoCAD SHX Text

DOVE CV

AutoCAD SHX Text

HATCHEE RD

AutoCAD SHX Text

ELEY RD

AutoCAD SHX Text

DELEON ST

AutoCAD SHX Text

BOWLES

AutoCAD SHX Text

FERNANDINA RD

AutoCAD SHX Text

DESOTO CIR

AutoCAD SHX Text

POSTIL RD

AutoCAD SHX Text

FERNANDINA CT

AutoCAD SHX Text

RANGE RD

AutoCAD SHX Text

ESPANOLA RD

AutoCAD SHX Text

DIXIE RD

AutoCAD SHX Text

GEORGETOWN RD

AutoCAD SHX Text

KELLY LN

AutoCAD SHX Text

DIXIE RD

AutoCAD SHX Text

DESOTO CIR

AutoCAD SHX Text

CRESCANT

AutoCAD SHX Text

SAFE HARBOR CV

AutoCAD SHX Text

DESOTO CIR

AutoCAD SHX Text

YUCHI LN

AutoCAD SHX Text

DESOTO CIR

AutoCAD SHX Text

HERNANDO RD

AutoCAD SHX Text

CHISK CT

AutoCAD SHX Text

DESOTO RD

AutoCAD SHX Text

SAFE HARBOR CV

AutoCAD SHX Text

SAFE HARBOR CV

AutoCAD SHX Text

DESOTO RD

AutoCAD SHX Text

MAGNOLIA LN

AutoCAD SHX Text

DESOTO CT

AutoCAD SHX Text

CHISK LN

AutoCAD SHX Text

DESOTO CIR

AutoCAD SHX Text

CHISK LN

AutoCAD SHX Text

GRANDVIEW AVE

AutoCAD SHX Text

DESOTO CIR

AutoCAD SHX Text

RED OAK

AutoCAD SHX Text

LIVE OAK

AutoCAD SHX Text

PALM COURT

AutoCAD SHX Text

BOATNER RD

AutoCAD SHX Text

BOATNER RD

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 2422C

AutoCAD SHX Text 10351

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 11046

AutoCAD SHX Text

AutoCAD SHX Text 10875

AutoCAD SHX Text

AutoCAD SHX Text E209

AutoCAD SHX Text

AutoCAD SHX Text 10876

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text E-552

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 102A

AutoCAD SHX Text

AutoCAD SHX Text 14065

AutoCAD SHX Text

AutoCAD SHX Text 10441

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 11056

AutoCAD SHX Text

AutoCAD SHX Text 975c

AutoCAD SHX Text

AutoCAD SHX Text 13/13A

AutoCAD SHX Text

AutoCAD SHX Text 11001

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 10000

AutoCAD SHX Text

AutoCAD SHX Text 854A

AutoCAD SHX Text

AutoCAD SHX Text 855A

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 10355

AutoCAD SHX Text

AutoCAD SHX Text 916A

AutoCAD SHX Text

AutoCAD SHX Text 11000

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 10910

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 10832

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 10992

AutoCAD SHX Text

AutoCAD SHX Text 72A

AutoCAD SHX Text

AutoCAD SHX Text 10941

AutoCAD SHX Text

AutoCAD SHX Text 10795

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 2422B

AutoCAD SHX Text

AutoCAD SHX Text 11003

AutoCAD SHX Text

AutoCAD SHX Text 10872

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text E7

AutoCAD SHX Text

AutoCAD SHX Text 10673

AutoCAD SHX Text

BUS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text E8

AutoCAD SHX Text

AutoCAD SHX Text 2912/2914

AutoCAD SHX Text

AutoCAD SHX Text 436/438

AutoCAD SHX Text

AutoCAD SHX Text 617/619

AutoCAD SHX Text 520/522

AutoCAD SHX Text

AutoCAD SHX Text 521/523

AutoCAD SHX Text

AutoCAD SHX Text 206/208

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 606/608

AutoCAD SHX Text 121/123

AutoCAD SHX Text

AutoCAD SHX Text 122/124

AutoCAD SHX Text

AutoCAD SHX Text 629/631

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 3112/3114

AutoCAD SHX Text

AutoCAD SHX Text 630/632

AutoCAD SHX Text 501/503

AutoCAD SHX Text

AutoCAD SHX Text 520/522

AutoCAD SHX Text

AutoCAD SHX Text 605/607

AutoCAD SHX Text

AutoCAD SHX Text 11061

AutoCAD SHX Text 525/527

AutoCAD SHX Text

AutoCAD SHX Text 614/616

AutoCAD SHX Text

AutoCAD SHX Text 206/208

AutoCAD SHX Text

BUS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 514/516

AutoCAD SHX Text

AutoCAD SHX Text 405/407

AutoCAD SHX Text

AutoCAD SHX Text 10996

AutoCAD SHX Text

AutoCAD SHX Text 12740

AutoCAD SHX Text

BUS

AutoCAD SHX Text

AutoCAD SHX Text 1605/1607

AutoCAD SHX Text

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File details come from the government source that posted it. Updated Dec 17, 2021.