VTANG_130_RTA_Drawings_April_2018.pdf

APRIL 6TH, 2018

READY TO ADVERTISE

Bldg 130

South Burlington, Vermont

158th Fighter Wing Vermont Air National Guard

CURZ152801 - F-35 ALTER AIRCRAFT SHELTER BLDG 130

F-35 JSF BEDDOWN - PHASE 1

NOT FOR

CONSTRUCTION

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

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DG-001

SHEET INDEX

01/05/17

RTHOMPSON PCONSTANZO

RTHOMPSON

BLDG 130 - ARCHITECTURAL DRAWING LIST

SHEET NUMBER SHEET TITLE

AG001 ARCHITECTURAL LEGEND & ABBREVIATIONS

AD001 DEMOLITION NOTES

AD101 DEMOLITION FLOOR PLAN

AD201 EXTERIOR BUILDING ELEVATIONS DEMOLITION

AD501 INTERIOR BUILDING ELEVATIONS DEMOLITION

AD502 INTERIOR BUILDING ELEVATIONS DEMOLITION

AD503 INTERIOR BUILDING ELEVATIONS DEMOLITION

AD504 INTERIOR BUILDING ELEVATIONS DEMOLITION

A-001 OVERALL STRIPING PLAN

A-101 OVERALL FLOOR AND ROOF PLAN

A-102 ENLARGED FLOOR PLAN AREA A

A-103 ENLARGED FLOOR PLAN AREA B

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-401 ENLARGED RAMP PLANS AND DETAILS

A-501 MISCELLANEOUS DETAILS

A-502 ROOF AND WALL DETAILS

A-503 BID OPTION 1 - ROOF DETAILS

A-504 BID OPTION 1 - ROOF DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR DETAILS

A-721 SIGNAGE SCHEDULE AND DETAILS

BLDG 130 - CIVIL/INFRASTURCTURE DRAWING LIST

SHEET NUMBER SHEET TITLE

GC101 LOCATION & VICINITY MAP

GC102 ACCESS & SAFETY PLAN

GC103 ACCESS & SAFETY NOTES

CD101 DEMOLITION PLAN - GRID 1

CD102 DEMOLITION PLAN - GRID 2

CS101 SITE PLAN - GRID 1

CS102 SITE PLAN - GRID 2

CS500 SITE DETAILS - 1

CS501 SITE DETAILS - 2

CU101 UTILITY PLAN - GRID 2

BLDG 130 - STRUCTURAL DRAWING LIST

SHEET NUMBER SHEET TITLE

S-001 GENERAL NOTES

S-002 LEGEND & ABBREVIATIONS

S-003 STATEMENT OF SPECIAL INSPECTIONS

S-004 STATEMENT OF SPECIAL INSPECTIONS

S-005 STANDARD CONCRETE DETAILS

S-006 STANDARD STEEL FRAMING DETAILS

S-007 STANDARD MASONRY DETAILS

SD100 DEMOLITION PLANS

SD101 DEMOLITION ELEVATIONS

SD102 DEMOLITION DETAILS

SD103 DEMOLITION DETAILS

S-100 FOUNDATION PLAN

S-110 ROOF AND BOTTOM CHORD FRAMING PLAN

S-120 FALL RESTRAINT AND HANGAR DOOR GIRT PLAN

S-200 FRAMING ELEVATIONS

S-300 FOUNDATION SECTION AND DETAILS

S-301 FOUNDATION SECTION AND DETAILS

S-302 FOUNDATION SECTION AND DETAILS

S-303 FOUNDATION SECTION AND DETAILS

S-304 FOUNDATION SECTION AND DETAILS

S-305 FOUNDATION SECTION AND DETAILS

S-306 FOUNDATION SECTION AND DETAILS

S-400 TRUSS FRAMING DETAILS

S-401 TRUSS FRAMING DETAILS

S-402 TRUSS FRAMING DETAILS

S-403 TRUSS FRAMING DETAILS

S-425 HANGAR DOOR SUPPORT DETAILS

S-450 STEEL FRAMING SECTIONS AND DETAILS

S-451 STEEL FRAMING SECTIONS AND DETAILS

S-452 STEEL FRAMING SECTIONS AND DETAILS

BLDG 130 - FIRE PROTECTION DRAWING LIST

SHEET NUMBER SHEET TITLE

FA001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONS

FA101D FIRE ALARM DEMOLITION PLAN

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM ONE-LINE DIAGRAM

FA602 FIRE ALARM CONTROL UNIT (FACU) MATRIX AND RELEASING

SERVICE FIRE ALARM CONTROL UNIT (RSFACU) MATRIX

FX001 FIRE SUPPRESSION NOTES, LEGEND, AND ABBREVIATIONS

FX101 FIRE SUPPRESSION PLAN

FX601 FIRE SUPPRESSION RISER DIAGRAM AND DETAILS

LS001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

LS101 LIFE SAFETY PLAN

BLDG 130 - MECHANICAL DRAWING LIST

SHEET NUMBER SHEET TITLE

MP001 LEGEND AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

MP101 MECHANICAL NEW WORK PLAN AREA A

MP102 MECHANICAL NEW WORK PLAN AREA B

MP401 MECHANICAL NEW WORK PLAN BLDG 130 & 131

MP501 MECHANICAL PIPING AND PLUMBING DETAILS

MP601 MECHANICAL PIPING AND PLUMBING SCHEDULES

MP701 MECHANICAL CONTROLS

MP901 RISER DIAGRAMS

BLDG 130 - TELECOMMUNICATIONS DRAWING LIST

SHEET NUMBER SHEET TITLE

T-001 COMMUNICATIONS LEGEND

TD501 COMMUNICATIONS DEMOLITION DETAILS

T-101 COMMUNICATIONS NEW WORK PLAN

T-501 COMMUNICATIONS DETAILS

T-502 COMMUNICATION DETAILS

T-701 COMMUNICATION RISERS AND SCHEDULES

BLDG 130 - ELECTRICAL DRAWING LIST

SHEET NUMBER SHEET TITLE

E-001 ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS

ED101 POWER DEMOLITION PLAN - AREA A

ED102 POWER DEMOLITION PLAN - AREA B

ED103 POWER DEMOLITION PLAN - AREA C

ED104 POWER DEMOLITION PLAN - AREA D

ED501 ELECTRICAL DEMOLITION DETAILS

EG101 GROUNDING PLAN - AREA A

EG102 OVERALL LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS

E-011 HAZARDOUS LOCATION PLAN - AREA A

E-012 HAZARDOUS LOCATION PLAN - AREA B

E-013 HAZARDOUS LOCATION PLAN - AREA C

E-014 HAZARDOUS LOCATION PLAN - AREA D

E-101 POWER PLAN - AREA A

E-102 POWER PLAN - AREA B

E-103 POWER PLAN - AREA C

E-104 POWER PLAN - AREA D

E-401 ELECTRICAL ENLARGED PLANS AND ELEVATIONS

E-402 ELECTRICAL ENLARGED PLANS AND ELEVATIONS

E-601 ONE-LINE DIAGRAM

E-602 PANELBOARD SCHEDULE

A 10/20/17 B.2 SUBMITTAL PC

B 12/12/17 B.3 SUBMITTAL PC

C 3/2/18 B.3 FINAL SUBMITTAL PC

D 4/6/18 RTA PC

BID OPTION 22 - ROOF DETAILS

BID OPTION 22 - LADDER DETAILS

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92654B130C-GC101.DWG

K. ROBERTSS. WAGNER

S. LUEHRS

DGC101

LOCATION & VICINITY MAP

9/22/16

NOT FOR

CONSTRUCTION

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

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B

E

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E

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5 61 2 3 4

C4

VICINITY MAP

SCALE: 1" = 200'

400'0 200'

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PROJECT SITE

A 10/20/17 B.2 SUBMITTAL SEW

C1

LOCATION MAP

SCALE: NTS

PROJECT LOCATION

VERMONT AIR NATIONAL GUARD

B 12/12/17 B.3 SUBMITTAL SEW

C 3/2/18 B.3 FINAL SUBMITTAL SEW

D 4/6/18 RTA SEW

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NORTH GATE

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MAIN GATE

BLDG

PROJECT LOCATION AND

PRIMARY CONTRACTOR STAGING AREA

BLDG

BLDG

BLDG 130

CONTRACTOR HAUL ROUTE

CONTRACTOR

PARKING AREA

(SEE NOTE 2)

CONTRACTOR ACCESS

NO CONTRACTOR ACCESS

NOT FOR

CONSTRUCTION

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

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B

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B

E

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92654B130C-GC102.DWG

DGC102

ACCESS & SAFETY PLAN

9/22/16

1. SEE SHEET GC103 FOR ACCESS & SAFETY NOTES.

2. CONTRACTOR PARKING AREA IS INTENDED FOR THREE

PROJECTS: BUILDING 130, 131 AND 132 CONSTRUCTION.

CONTRACTOR SHALL COORDINATE NUMBER OF STALLS

AND LOCATION WITHIN AREA WITH CONTRACTING

OFFICER.

NOTES:

N

100' 200'0

A 10/20/17 B.2 SUBMITTAL SEW

A1

ACCESS & SAFETY PLAN

SCALE: 1" = 100'

B 12/12/17 B.3 SUBMITTAL SEW

NOT FOR

CONSTRUCTION

92654

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M i l l i m e t e r s date detailed checkeddesigned project contract rev.drawing file

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REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

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B

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5 61 2 3 4

92654B130C-GC103.DWG

DGC103

ACCESS & SAFETY NOTES

9/22/16

ACCESS AND STAGING:

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON GC102

AND ARE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ACCESS

ROUTES AND HAUL ROUTES ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS

UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS AND EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO

EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A

DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE

WITH THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF

CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED ON GC102 AND IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT

TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE

BASE.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE STAGING

AREA.

8. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING

CONTRACTING OFFICER APPROVAL, TO DIRECT MATERIAL SUPPLIERS, EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE. THE

SIGN SHALL READ “CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED.”

9. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER REGARDING CONSTRUCTION

DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 0800 TO 1500.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND VALID PHOTO IDENTIFICATION PER BASE SECURITY

REQUIREMENTS, AND ALL VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION AND INSURANCE.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICE IN

OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS.

12. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.

COORDINATION AND COMMUNICATION:

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL

TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S PRIMARY

CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE

PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CONTRACTING OFFICER

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE

CONTRACTING OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY:

a. EMERGENCY 911

b. OWNER CONTRACTING OFFICER

c. OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION MEETING

TRAFFIC CONTROL:

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS AREAS

BY USING BARRICADES APPROVED BY THE CONTRACTING OFFICER.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH

ARE CLEARLY VISIBLE. FOR VEHICLES, CRANES, OR EQUIPMENT EXCEEDING THE HEIGHT OF BUILDING 130, CONTRACTOR SHALL

PROVIDE EACH VEHICLE WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3 FEET SQUARE HAVING INTERNATIONAL

ORANGE AND WHITE CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

5. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 WEEK TO BASE AND THE CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR TO

THE ROAD REQUIRING CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL REQUEST THE CONTRACTING

OFFICER TO SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION OF THE AIRFIELD SHALL BE RE-OPENED UNTIL THE CONTRACTING

OFFICER HAS COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF ACTIVE AREAS.

8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) CONTROL

TRAINING COURSE. COORDINATE WITH CONTRACTING OFFICER FOR CLASSS SCHEUDLE/FREQUENCY.

9. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO

RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

EQUIPMENT AND STOCKPILE HEIGHT:

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR AC 150/5370-2E AND AC 150/5300-13 (CURRENT EDITIONS). WHEN

EQUIPMENT IS EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45 DAYS TO THE CONTRACTING OFFICER AND BASE OPERATIONS PRIOR TO THE

START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE

CRANES SHALL BE ISSUED BY BASE OPERATIONS AND THE CONTRACTING OFFICER AFTER APPROVAL BY THE FAA. ALL EQUIPMENT

SHALL COMPLY WITH ALL FAA ADVISORY CIRCULARS (CURRENT EDITIONS).

2. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

3. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD

PENETRATE AVIATION SURFACES.

EXCAVATION AND TRENCHES:

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS AND THE STATE OF VERMONT LAWS

CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A

MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS

FOR CONSTRUCTION.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES

AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

6. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER

THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.

OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES FOR

CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY CONCERNS

IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE

CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS

SUBJECT TO THE DIRECTION OF THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND SUBMITTING

DOCUMENTS FOR PERMITTING FOR EROSION, SEDIMENT CONTROL, AND STORMWATER POLLUTION PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY MATERIAL STOCKPILES

WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF. SEE DRAWING CS101 FOR EROSION AND SEDIMENT CONTROL

REQUIREMENTS.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND OR JET BLAST

CONDITIONS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO

BASE OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR WORK

AREA REGARDLESS OF SOURCE.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE REMOVED

FROM THE PROJECT LIMITS.

11. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE

PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY

REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION

ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

12. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE

SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

13. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED

FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.

CONTRACTOR PERMITTING REQUIREMENTS:

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR LAND DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND SUBMIT THE

STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR APPROVAL. LOCAL AUTHORITIES INCLUDE BUT ARE NOT LIMITED TO

COUNTY AND CITY STORMWATER MANAGEMENT GROUPS. CONTRACTOR SHALL COORDINATE ALL ENVIRONMENTAL AND STORM WATER

CORRESPONDENCE, DOCUMENTATION, AND PERMITTING WITH CONTRACTING OFFICER. THE STORMWATER PERMITTING PROCESS MAY

INCLUDE THE FOLLOWING:

a. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE.

b. SUBMIT NPDES GENERAL CONSTRUCTION PERMIT.

c. SUBMIT STORM WATER POLLUTION PREVENTION PLAN.

d. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT TO COMPLY WITH STORM WATER QUALITY MANAGEMENT PLAN

AND LOCAL REGULATIONS FOR STORM WATER QUALITY MANAGEMENT.

e. SUBMIT COPY OF APPROVED PROJECT DRAWING SET TO CONTRACTING OFFICER.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY

REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE THE SUBMISSION OF THE FOLLOWING TYPES OF PERMITS:

a. EROSION AND SEDIMENT CONTROL

b. STORMWATER MANAGEMENT

c. WATER POLLUTION

d. CLEARING

e. DIGGING

f. AIR EMISSIONS

g. DRINKING WATER

h. NOISE ABATEMENT

i. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES (7460-1)

EXISTING CONDITIONS NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK

COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE

ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND

TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO BEGINNING WORK.

CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY

THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF

MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE

CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING OFFICER.

A 10/20/17 B.2 SUBMITTAL SEW

B 12/12/17 B.3 SUBMITTAL SEW

G

G

GG

G

W W

W W

W W

W W

W W

W

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T

S

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S

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S

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T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

S

T

S

T

A

G

G-1

N 59993.90

E 122607.72

A-1

N 59988.45

E 122602.94

NOT FOR

CONSTRUCTION

92654

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned project contract rev.drawing file

C O

P Y

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

92654B130C-CD101.DWG

K. ROBERTSS. WAGNER

S. LUEHRS

DCD101

DEMOLITION PLAN - GRID 1

9/22/16

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF OFF BASE.

2. THE DIVERSION RATE GOAL FOR THE BASE IS 60% DIVERSION RATE OF

CONSTRUCTION AND DEMOLITION MATERIALS FROM LANDFILLS.

COORDINATE WITH CONTRACTING OFFICER.

3. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE

FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY,

FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS

STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED

AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE

WASTE DISPOSAL SITE.

4. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT

REMOVAL WITH PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.

5. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE DOUBLE SAWCUT FULL

DEPTH.

6. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO

PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.

7. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING

PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT

PARTIAL PANEL REMOVAL. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL

OF PAVEMENT AND ANY SUBBASE MATERIAL PRESENT. EXISTING ASPHALT

PAVEMENT TO BE REMOVED IS APPROXIMATELY 4-5 INCHES ASPHALT.

EXISTING CONCRETE IS APPROXIMATELY 11 INCHES.

8. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

9. ALTHOUGH NOT ANTICIPATED SPECIAL HANDLING AND CONSIDERATION

SHALL BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN

PETROLEUM-BASED/CONTAMINATED/HAZARDOUS SUBSTANCES.

CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS

SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT

SPECIFICATIONS. CONTRACTOR SHALL PAY FOR AND COORDINATE

REMOVAL OF PETROLEUM-BASED/CONTAMINATED/HAZARDOUS MATERIALS

WITH CONTRACTING OFFICER.

10. PRIOR TO DEMOLITION OF EXISTING PAVEMENT, VERIFY FOUNDATION

LIMITS AND SIZES PER STRUCTURAL SHEETS. REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER.

A1

DEMOLITION PLAN - GRID 1

SCALE: 1" = 10'

N

10' 20'0

LEGEND:

CONCRETE DEMOLITION

PAVEMENT MARKING REMOVAL

SAWCUT

GRID 1 GRID 2

AIRCRAFT APRON

PROJECT (BY OTHERS)

AIRCRAFT APRON

PROJECT (BY OTHERS)

M A

T C

H L I N

E

S

E

E

F

N

T I N

U A

T I O

N

N

KEY MAP

SEE NOTE 10 (TYP).

13.75'±

15.61'

11.37'±

KEYED NOTE

REMOVE CONCRETE PAVEMENT FROM FACE OF BUILDING TO

FIRST JOINT LINE. APPROXIMATELY 4.25'

15.76'

A 10/20/17 B.2 SUBMITTAL SEW

EXISTING

GROUNDING LOOP

DO NOT DISTURB

B 12/12/17 B.3 SUBMITTAL SEW

7.97'

13.74'±

G G G

GGG

W W

W W

W W

W W

W W

W

U C

U C

U C

U C

U C

U C

U C

U C

U C

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S

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S

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S

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S

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S

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S

T

S

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S

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U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

UE

UE

UE

UE

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

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U

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U

C

U C

U C

U

E

U

E

U

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U

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U

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U

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U

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U

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U

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U

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U

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U

P

U

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U

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U

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U

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U

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U

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U

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U

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U

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U

P

U

P

U

E

U

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U

E

U

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U

E

U

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U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

G G

G

G

G

G

G

G

G

MW

A

G

G-6

N 59970.79

E 122634.08

A-6

N 59965.34

E 122629.30

92654B130C-CD101.DWG

K. ROBERTSS. WAGNER

S. LUEHRS

DCD102

DEMOLITION PLAN - GRID 2

9/22/16

NOT FOR

CONSTRUCTION

92654

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned project contract rev.drawing file

C O

P Y

R I G

B

U R

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

GENERAL DEMOLITION NOTE:

1. SEE GENERAL DEMOLITION AND UTILITY DEMOLITION NOTES ON SHEET

CD101.

2. CONTRACTOR SHALL SURVEY AND FIELD VERIFY PAVEMENT ELEVATIONS

AND TIE-IN LOCATIONS PRIOR TO BEGINNING SITE DEMOLITION.

A1

DEMOLITION PLAN - GRID 2

SCALE: 1" = 10'

N

10' 20'0

GRID 1

GRID 1 GRID 2

BLDG 130

AIRCRAFT APRON

PROJECT (BY OTHERS)

M A

T C

H L I N

E

S

E

F

N

T I N

U A

T I O

N

N

KEY MAP

LEGEND:

ASPHALT DEMOLITION

CONCRETE DEMOLITION

PAVEMENT MARKING REMOVAL

BLDG

KEYED NOTE

REMOVE CONCRETE PAVEMENT FROM FACE OF BUILDING TO

FIRST JOINT LINE. APPROXIMATELY 4.25'

13.43'

A 10/20/17 B.2 SUBMITTAL SEW

13.75'± 16.25'±

13.60'±

4.09'±

B 12/12/17 B.3 SUBMITTAL SEW

REMOVE

CONCRETE

EQUIPMENT PADS

REMOVE

CONCRETE

EQUIPMENT PADS

REMOVE FENCE AND GATE,

EXISTING ELECTRICAL

CONDUIT TO REMAIN. SEE

ELECTRICAL SHEETS

EXISTING

GROUNDING LOOP

DO NOT DISTURB

COMM AND ELEC

DUCT BANK

(BY OTHERS)

G

GG

G

G

A

B1 B1 B1 B1 B1 B1

E E E E

B

E

H

B

R

H

EB R

R R R R

H

R R R R

B1 B1 B1 B1 B1 B1

E

E

E

E

R

B1

B1

B1 B1 B1 B1

E E E E

R R R

E

R

B

B

B

B B

B

B

B

E

H

R

E

H

E

E

H

H

R

R

B1 B1 B1 B1 B1 B1

E E E E

R R R R

H

E

H

R

R

B

B

H H H H H

H H H H H

H H H

H H

H H H H

H

B

B

B

B

E

E

B E

E

E

E

E

E

E

E

H

H

H

R

R

R

R

E

E

E

E

E

H H H

B

B B

LEGEND:

ASPHALT PAVEMENT

CONCRETE PAVEMENT

ISOLATION JOINT

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

REINFORCED PANEL

SEDIMENT SOCK

B

E

CS500

C1

CS500

C3

CS500

C5

CS500

A1

CS500

C2

CS500

A3

R

H

CS501

B1

NOT FOR

CONSTRUCTION

92654

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned project contract rev.drawing file

C O

P Y

R I G

B

U R

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

92654B130C-CS101.DWG

DCS101

SITE PLAN - GRID 1

9/22/16

A1

SITE PLAN - GRID 1

SCALE: 1" = 10'

N

10' 20'0

GENERAL SITE NOTES:

1. CONTRACTOR SHALL SURVEY AND FIELD VERIFY PAVEMENT

ELEVATIONS AND TIE-IN LOCATIONS PRIOR TO BEGINNING SITE

DEMOLITION.

2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM

EQUIPMENT YARD AND BUILDING.

3. CONTRACTOR SHALL COORDINATE PAVEMENT REMOVAL AND

REPLACEMENT WITH APRON REPLACEMENT PROJECT (BY

OTHERS).

4. EXISTING JOINT LINE LOCATIONS ARE APPROXIMATE. FIELD VERIFY.

5. ALL PAVEMENT SHALL MATCH EXISTING ELEVATION AND SHALL BE

A STRAIGHT-LINE GRADE BETWEEN POINTS.

VERTICAL LIFT FABRIC DOORS

SEE ARCHITECTURAL SHEETS

AIRCRAFT APRON

PROJECT (BY OTHERS)

AIRCRAFT APRON

PROJECT (BY OTHERS)

BUILDING 130

M A

T C

H L I N

E

S

E

F

N

T I N

U A

T I O

N

GRID 1 GRID 2

N

KEY MAP

5.00'

16.32'

A 10/20/17 B.2 SUBMITTAL SEW

CONCRETE STOOP

AND RAMP. SEE

ARCHITECTURAL

SHEETS

CONCRETE STOOP

AND RAMP. SEE

ARCHITECTURAL

SHEETS

CONCRETE STOOP

AND RAMP. SEE

ARCHITECTURAL

SHEETS

CONCRETE STOOP

AND RAMP. SEE

ARCHITECTURAL

SHEETS

TAXILINE

STRIPING PER

ARCHITECTURAL

SHEETS (TYP)

TAXILINE STRIPING

OUTSIDE BUILDING

FACE BY APRON

CONTRACTOR (TYP)

B 12/12/17 B.3 SUBMITTAL SEW

10.67'±

15.61'

11.37'±

8.04'

13.74'±

CONCRETE STOOP

AND RAMP. SEE

ARCHITECTURAL

SHEETS

ISOLATION JOINT AT

APRON PAVEMENT

CS501

A4

B1

G

A

X

X

X

CS501

A1

E H

E

R R R R

B1 B1 B1

B1

B1 B1

E E E E

R R R

B1 B1 B1 B1 B1

E E E

B1 B1 B1 B1

B1 B1 B1 B1 B1 B1 B1

R R R R R R R

E E E E E E E

H

E

R

R

B

B

E

H H

E

E

H H

E

E

H

E

B

R

R

R R

R

R

B

H H H H H H H H H

H H H H H H H H H

E

E

E

E

E

E

H H H

H

E

E

H

B

H

B B

B

B B

B

B

B

B

B

B

B

B

B

LEGEND:

ASPHALT PAVEMENT

CONCRETE PAVEMENT

ISOLATION JOINT

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

REINFORCED PANEL

SEDIMENT SOCK

FENCE

B

E

CS500

C1

CS500

C3

CS500

C5

CS500

A1

CS500

C2

CS500

A3

R

H

CS501

B1

CS501

A2

X

92654B130C-CS101.DWG

D

K. ROBERTSS. WAGNER

S. LUEHRS

DCS102

SITE PLAN - GRID 2

9/22/16

NOT FOR

CONSTRUCTION

92654

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned project contract rev.drawing file

C O

P Y

R I G

B

U R

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

C

DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A1

SITE PLAN - GRID 2

SCALE: 1" = 10'

N

10' 20'0

GENERAL SITE NOTES:

1. SEE SHEET CS101 FOR GENERAL SITE NOTES.

VERTICAL LIFT FABRIC DOORS

SEE ARCHITECTURAL SHEETS

AIRCRAFT APRON

PROJECT (BY OTHERS)

AIRCRAFT APRON

PROJECT (BY OTHERS)

M A

T C

H L I N

E

S

E

F

N

T I N

U A

T I O

N

GRID 1

GRID 1 GRID 2

N

KEY MAP

BLDG 130

13.42'

A 10/20/17 B.2 SUBMITTAL SEW

CONCRETE STOOP

AND RAMP PER

ARCHITECTURAL

SHEETS (TYP)

CONCRETE STOOP

AND RAMP PER

ARCHITECTURAL

SHEETS

6.33' x 7.83' CONCRETE PAD FOR

TRANSFORMER

SEE STRUCTURAL FOR PAD DETAILS

TAXILINE

STRIPING PER

ARCHITECTURAL

SHEETS

TAXILINE STRIPING

OUTSIDE BUILDING

FACE BY APRON

CONTRACTOR (TYP)

12.58' x 6.33' CONCRETE PAD FOR

SWITCHGEAR

SEE STRUCTURAL FOR PAD DETAILS

CONCRETE STOOP

AND RAMP PER

ARCHITECTURAL

SHEETS

PEDESTRIAN GATE

B 12/12/17 B.3 SUBMITTAL SEW

ISOLATION JOINT AT

APRON PAVEMENT

CS501

A4

B1

ELEVATION OF

PAVEMENT = 329.17

DOWELS WELDED

ALTERNATELY TO

TOP SPACER BARS

0.362" DIA "VEE" LEG

CHAIRS WELDED AT ALL

INTERSECTIONS TO TOP

AND BOTTOM SPACER BAR

0.177" DIA. SPREADER WIRES

WELDED TO TOP SPACER

BARS 3 PER ASSEMBLY TO

BE CLIPPED AFTER STAKING

0.362" DIA BOTTOM

SPACER BARS WELDED TO

LEG CHAIRS - 2 PER ASSEMBLY

0.362" DIA TOP SPACER

BARS WELDED TO LEG

CHAIRS - 2 PER ASSEMBLY

D1

DOWEL BAR ASSEMBLY (OPTIONAL)

SCALE: NTS

2" ASPHALT

SURFACE COURSE

SAWCUT FULL DEPTH AND REMOVE

EXISTING PAVEMENT AND BASE COURSE.

CLEAN AND TACK COAT EDGES. (TYP)

EXISTING ASPHALT

CONCRETE PAVEMENT

(THICKNESS VARIES)

EXISTING AGGREGATE

BASE COURSE

(THICKNESS VARIES)

EXISTING SUBGRADE

8" AGGREGATE BASE COURSE

12" COMPACTED SUBGRADE

A1

ASPHALT PAVEMENT

SCALE: NTS

3" ASPHALT

BINDER COURSE

9" PORTLAND CEMENT CONCRETE

REINFORCEMENT (FOR PANELS

DESIGNATED WITH "R" ONLY, SEE A3, THIS SHEET)

6" AGGREGATE BASE COURSE

12" COMPACTED SUBGRADE

T

T

C5

PCC PAVEMENT

SCALE: NTS

T

W = 3/4"

W

T

W

W = 1/2" - 5/8"

BOND BREAKER TAPE

PAVEMENT

SURFACE

JOINT SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

1/2" ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

SAWED

JOINT FACE

JOINT SEALANT

PAVEMENT

SURFACE

W

SAWED

JOINT FACE

C O

N S

T R

U C

T

B

Y

S

A W

I N

G

W = 1/2" - 5/8"

1/2" ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

JOINT SEALANT

PAVEMENT

SURFACE

D3

CONSTRUCTION JOINT

SCALE: NTS

D5

CONTRACTION JOINT

SCALE: NTS

D2

ISOLATION JOINT

SCALE: NTS

C1

TYPE E - DOWELED CONSTRUCTION JOINT

SCALE: NTS

C2

TYPE H - DUMMY CONTRACTION JOINT

SCALE: NTS

CS500

D5

L2

DOWELS SHALL BE EPOXYED

INTO DRILLED HOLES HAVING

A DIAMETER OF 1/8'' LARGER

THAN THE DOWEL DIAMETER.

GREASE ONE END OF DOWEL

T

T

CS500

D3

1-1/4" DIA - 20" LONG SOLID DOWEL SPACED

AT 15" OC. BAR CLEARANCE AT EDGE OF

PANEL SHALL BE A MINIMUM OF 1/2 TO

MAXIMUM OF 3/4 OF THE BAR SPACING.

T

T

OR 10'-0" IF JOINT SPACING

IS GREATER THAN 12'-0"

TO NEAREST JOINT

FOUNDATION

OR STRUCTURE

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

C3

TYPE B - ISOLATION JOINT

SCALE: NTS

CS500

D2

1/2" WIRE SPACING

OR 3" MAX

NOTES:

1. SLABS INDICATED WITH THE LETTER "R" ON THE JOINT LAYOUT PLAN SHALL BE

REINFORCED WITH STEEL REBAR OR WELDED WIRE FABRIC OF THE SIZES

SHOWN. OTHER WELDED WIRE FABRIC SIZES MAY BE USED PROVIDED THE

STEEL AREA (SQUARE INCHES PER FOOT) IN THE LONGITUDINAL AND

TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS THAT SHOWN IN TABLE 2.

2. WELDED WIRE FABRIC OR REBAR SHALL BE OVERLAPPED FOR A DISTANCE

EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE

DIAMETERS, WHICHEVER IS GREATER. THE WIRES IN THE LAP SHALL BE WIRED

OR OTHERWISE SECURELY FASTENED TO PREVENT SEPARATION DURING

CONCRETE PLACEMENT.

TABLE 2

PAVEMENT

THICKNESS

(INCHES)

MINIMUM REQUIRED

AREA OF STEEL

(SQ. INCHES/FOOT)

WELDED WIRE

FABRIC

9-12 0.072 6x6-W4.0xW4.0

T

T

PAVEMENT

JOINT OR EDGE

SLABS WITH LETTER "R" ON JOINT

PLANS ARE REINFORCED. SEE

TABLE FOR SIZE AND SPACING OF

REINFORCEMENT

T/4 + 1"

DOWEL BAR.

SEE TABLE 2

THIS SHEET

A3

REINFORCED CONCRETE PAVEMENT

SCALE: NTS

12" 12"

13" PORTLAND CEMENT CONCRETE

REINFORCEMENT (FOR PANELS

DESIGNATED WITH "R" ONLY, SEE A3, THIS SHEET)

C5

EXTERIOR PCC APRON PAVEMENT

SCALE: NTS

16" AGGREGATE BASE COUSE

12" COMPACTED SUBGRADE

12" AGGREGATE BASE COURSE

6" DRAINAGE LAYER

NOTES:

1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH SEALANT

MANUFACTURER'S RECOMMENDATIONS.

NOTES:

1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH SEALANT

MANUFACTURER'S RECOMMENDATIONS.

NOTES:

1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH SEALANT

MANUFACTURER'S RECOMMENDATIONS.

NOT FOR

CONSTRUCTION

92654

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I n c h e s

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C O

P Y

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B

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D

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E

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R I N

G

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

92654B130C-CS500.DWG

DCS500

SITE DETAILS - 1

9/22/16

A 10/20/17 B.2 SUBMITTAL SEW

B 12/12/17 B.3 SUBMITTAL SEW

COMPOST FILTER SOCK

L

O

P

E

A

F L O

W

COMPOST FILTER SOCK

1. CONTRACTOR SHALL PLACE

FILTER SOCK AS REQUIRED

WITH APPROVAL FROM THE

COR.

DETAIL A

12" DIA. COMPOST

FILTER SOCK

M

I N

NOT TO SCALE

FLOW

STAKE (TYP. WHEN NOT

USED ON PAVEMENT)

PROVIDE SUFFICIENT LENGTH

TO PREVENT WATER FROM

FLOWING AROUND THE

COMPOST FILTER SOCK

COMPOST

FILTER SOCK

COMPOST FILTER SOCK INSTALLATION IN DITCHES

DITCH PLAN VIEW

DITCH ELEVATION VIEW

COMPOST

FILTER SOCK

(SEE NOTE 1)

2" X 2" X 36" LONG WOODEN

STAKE @ 10' O.C. WHEN

NOT USED ON PAVEMENT

BLOWN/PLACED

FILTER MEDIA

D

IS

T U

R B

E D

A R

E A

U N

D

IS

T U

R B

E D

A R

E A

B1

SEDIMENT SOCK

SCALE: NTS

10'-0" (MAXIMUM)END BAY MULTIPLES OF

10'-0" MAXIMUM

TOP RAIL

ANGLE OR

CORNER POST

FINISH

GRADE

CHAIN LINK FABRIC

BOTTOM RAIL

10"

(MIN)

CONCRETE

FOOTING (TYP)

TRUSS ROD

A2

CHAIN-LINK FENCE

SCALE: NTS

12"

GATE

FRAME

GATE POST

TOP RAIL

BRACE

CHAIN

LINK FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

(MIN.)

CONCRETE

FOOTING (TYP)

TRUSS ROD

A1

SECURITY PERSONNEL GATE

SCALE: NTS

NOTES:

1. SPACING OF POSTS SHALL BE COORDINATED WITH BELOW GRADE

UTILITIES, BUT NO GREATER THAN 10'-0" (MAX) SPACING.

T

PCC PAVEMENT

APRON PCC PAVEMENT

A4

TYPE B1 - ISOLATION JOINT AT APRON PAVEMENT

SCALE: NTS

D2

CS500

92654B130C-CS500.DWG

DCS501

SITE DETAILS - 2

9/22/16

NOT FOR

CONSTRUCTION

92654

S c a l e

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C O

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A 10/20/17 B.2 SUBMITTAL SEW

B 12/12/17 B.3 SUBMITTAL SEW

W W

W W

W W

W W

W W

W

U C

U C

U C

U C

U C

U C

U C

U C

U C

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

U E

UE

UE

UE

UE

UE

UE

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U C

U C

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

P

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

G G

G

G

G

G

G

G

G

NOT FOR

CONSTRUCTION

92654

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DATEREV.

REVISIONS

DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152801

F-35 ALTER AIRCRAFT

SHELTER BUILDING 130

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

92654B130C-CU101.DWG

DCU101

UTILITY PLAN - GRID 2

9/22/16

BLDG 131

BLDG 130

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION

PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS FOR EACH

FACILITY.

3. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL

ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS

FOR UTILITY CONNECTIONS WITH THE CONTRACTING OFFICER.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL

UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR

THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL

FEES ASSOCIATED WITH CONNECTION CHARGES AND METERS.

A1

UTILITY PLAN - GRID 2

SCALE: 1" = 10'

N

10' 20'0

CONNECTION TO EXISTING

NATURAL GAS LINE BY

VERMONT GAS. GAS LINE

SHALL BE RUN ON PIPE RACK

TO BUILDING 130, SEE

MECHANICAL DRAWINGS FOR

CONNECTION AND ROUTING

NATURAL GAS UTILITY NOTES:

1. ALL WORK DONE BY VERMONT GAS COMPANY SHALL BE PAID FOR BY

CONTRACTOR.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING ,

EXCAVATION, BACKFILLING, AND ALL OTHER ASSOCIATED EARTHWORK.

EXCAVATION AND BACKFILLING SHALL CONFORM TO VERMONT GAS

FACILITIES INSTALLATION STANDARDS. VERMONT GAS COMPANY WILL

INSTALL THE NATURAL GAS LINE PIPING.

GRID 1

GRID 1 GRID 2

N

KEY MAP

ABANDONED FUEL LINES

DO NOT DISTURB

UNDERGROUND COMM LINE

(BY APRON CONTRACTOR)

UNDERGROUND ELECTRICAL

LINE (BY APRON CONTRACTOR)

A 10/20/17 B.2 SUBMITTAL SEW

B 12/12/17 B.3 SUBMITTAL SEW

EXISTING GROUNDING LOOP

DO NOT DISTURB

COMM AND ELEC

DUCT BANK

(BY OTHERS)

GENERAL NOTES:

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED

TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT

SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE

PROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN

ON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND

REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS

TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

TO COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS FROM THE

STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY

BRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE

SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.

VISITS TO THE SITE BY THE CONTRACTING OFFICER'S

REPRESENTATIVE SHALL NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT

DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME

CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH

THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

WHERE SECTIONS VARY, CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS

BETWEEN THEM, UNLESS NOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO NAVD 88 ELEVATION 329.17 FT, SEE CIVIL.

H. WHERE NEW STRUCTURE CONFLICTS WITH EXISTING ARCHITECTURAL/MECHANICAL/

ELECTRICAL/FIRE PROTECTION SYSTEMS TO REMAIN, EXISTING SYSTEMS SHALL BE

DISCONNECTED AND RELOCATED TO ACCOMMODATE NEW STRUCTURE. CONTRACTOR

SHALL ACCOUNT FOR ALL MODIFICATIONS REQUIRED FOR EXISTING SYSTEMS TO BE

DISCONNECTED, RECONNECTED AND OPERATE AS REQUIRED BY OTHER DISCIPLINE DRAWINGS.

2. DESIGN STANDARDS

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2015.

B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010.

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

D. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES, 2013.

E. AISC 325, STEEL CONSTRUCTION MANUAL, 14th EDITION, 2011.

F. AISI COLD-FORMED STEEL DESIGN MANUAL, 2012.

G. UFC 3-301-01 STRUCTURAL ENGINEERING, 20 JUNE 2016

H. UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 9 FEBRUARY 2012

I. INTERNATIONAL EXISTING BUILDING CODE, 2015

E. SNOW LOAD PER ASCE 7-10

1. GROUND SNOW LOAD: 40 PSF.

2. EXPOSURE FACTOR: 0.9.

3. THERMAL FACTOR: 1.0.

F. WIND LOAD PER ASCE 7-10

1. ULTIMATE DESIGN WIND SPEED: 115 MPH 3-SECOND GUST.

2. NOMINAL DESIGN WIND SPEED: 89 MPH 3-SECOND GUST.

3. BUILDING CONDITION: PARTIALLY ENCLOSED.

4. TOPOGRAPHIC FACTOR: 1.0.

5. FOR VERTICAL LIFT FABRIC DOOR COMPONENTS AND CLADDING SEE S-425.

6. WALL COMPONENTS AND CLADDING SHALL BE DESIGNED FOR THE FOLLOWING

UNFACTORED ULTIMATE WIND LOADS (PER ASCE 7-10) UNLESS NOTED OTHERWISE:

a. WITHIN 9'-0" OF CORNERS: 44 PSF INWARD, 55 PSF OUTWARD

b. GREATER THAN 9'-0" FROM CORNERS: 44 PSF INWARD, 47 PSF OUTWARD

7. ROOF COMPONENTS AND CLADDING SHALL BE DESIGNED FOR THE FOLLOWING

UNFACTORED ULTIMATE WIND LOADS (PER ASCE 7-10), UNLESS NOTED OTHERWISE:

a. WITHIN 9'-0" OF CORNERS: 26 PSF INWARD, 103 PSF OUTWARD

b. WITHIN 9'-0" OF EDGES: 26 PSF INWARD, 72 PSF OUTWARD

c. GREATER THAN 9'-0" FROM EDGES: 26 PSF INWARD, 48 PSF OUTWARD

G. SEISMIC LOAD PER ASCE 7-10

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE

ACCELERATIONS Ss = 0.355, S1 = 0.105.

2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = 0.357, Sd1 = 0.151.

3. SITE CLASS: D.

4. SEISMIC DESIGN CATEGORY: C.

5. BASIC SEISMIC FORCE RESISTING SYSTEM: STRUCTURAL STEEL NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE.

6. RESPONSE MODIFICATION COEFFICIENT: R = 3.

5. GEOTECHNICAL INFORMATION

A. SOURCE: EXISTING B130 DRAWINGS AND ATL REPORT NO. CD7338E-1-07-17, 1 SEPTEMBER 2017

(FROM ADJACENT B360 AND B385).

B. SITE PREPARATION

1. EXCAVATION, FILL AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACT

DRAWINGS AND SPECIFICATIONS, DIVISION 31.

2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN LOSE OR SOFT SOILS

ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACED SO THAT A

DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THIS POTENTIALLY

UNDESIRABLE CONDITION.

C. SLAB, MAT, AND FOOTING DESIGN PARAMETERS

1. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2000 PSF

2. FROST DEPTH: 60".

3. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5

b. UPLIFT: 1.5.

c. SLIDING: 1.5.

f. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS SHALL

CONFORM TO THE FOLLOWING PROVISIONS, UNLESS NOTED OTHERWISE.

(1) HORIZONTAL BARS HAVING MORE THAN 12" OF CONCRETE PLACED BELOW

THEM SHALL BE CONSIDERED TOP REINFORCEMENT AND SHALL HAVE

MINIMUM STRAIGHT EMBEDMENT AND LAP SPLICE LENGTHS INCREASED BY

NOT LESS THAN 30% OVER THOSE GIVEN ABOVE.

(2) HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE

CRITICAL SECTION OF THE BAR TO THE FARTHEST EDGE OF THE HOOK.

g. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT

ALL INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE

STANDARD DETAILS, UNLESS NOTED OTHERWISE.

5. JOINTS

a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER

JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE

CONTRACTING OFFICER.

b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE

CLEANED OF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY

EMBEDDED IN MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF

CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED AND WETTED.

c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST

EXISTING CONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE

ADEQUATELY PREPARED BY APPLICATION OF A BONDING AGENT.

d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE

CONTRACT DRAWINGS.

3. SPECIAL INSPECTIONS

A. SEE S-003 AND S-004.

4. DESIGN LOADS

A. RISK CATEGORY: II PER UFC 3-301-01.

B. LIVE LOADS PER ASCE/SEI 7-10

1. ROOF LIVE LOAD: 20 PSF (NONREDUCIBLE ) AND CONCURRENT

300-LB CONCENTRATED LOAD.

C. COLLATERAL LOADS:

1. ROOF: 10 PSF

2. FIRE PROTECTION PIPING: 2 PSF

3. LIGHTING AND ELECTRICAL: 2 PSF

4. EQUIPMENT: ESTIMATED WEIGHTS

D. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 300 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACT

SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, OR

REQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALL

PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURAL

WORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGN

STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND WITH

NO INCREASE IN CONTRACT TIME.

6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS

AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE:

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN

ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 4500 PSI, NORMAL WEIGHT.

b. INTERIOR SLABS WITH TROWEL FINISH SHALL NOT HAVE AIR ENTRAINMENT.

3. FORMWORK

a. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACT

DRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE

SHALL BE SLEEVED, UNLESS NOTED OTHERWISE. SEE OTHER DISCIPLINE

DRAWINGS FOR SLEEVE DETAILS.

CONTRACTOR SHALL PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN

FREE OF DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS

NOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING OFFICER'S

REPRESENTATIVE, COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMED USING

UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM

EXCAVATION WIDTH 4" GREATER THAN INDICATED, AND A DEPTH 2" GREATER THAN

INDICATED.

4. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60.

b. WELDED WIRE REINFORCEMENT: ASTM A1064.

c. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT

REINFORCED" OR "UNREINFORCED".

d. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE

WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.

e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS

FOLLOWS, UNLESS NOTED OTHERWISE:

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS - 2";

#5 AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".

(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

SLABS AND WALLS - 3/4"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT,

TIES, STIRRUPS, SPIRALS - 1 1/2".

B. STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC STEEL

CONSTRUCTION MANUAL, 14th EDITION.

2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR

AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTING

ELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.

4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.

b. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE C,

Fy = 50 KSI.

6. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.

7. BOLTS

a. 3/4" DIAMETER ASTM A325, UNLESS NOTED OTHERWISE.

b. FRAMING CONNECTIONS: PRETENSIONED JOINTS

WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.

c. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A

GIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLE

ATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUM

SEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-ST

BOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITED

WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OF

RECORD.

9. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE.

10. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES TO COMPLY WITH AISC

PARAGRAPH E6.2.

a. THICKNESS: TO MATCH END GUSSET PLATES.

b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" x 1"

LONG FILLET WELDS.

11. HEADED STUDS

a. COLD-FINISHED STEEL CONFORMING TO ASTM A108, GRADE 1015 OR 1020.

b. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTS

SHALL BE FIELD INSTALLED.

12. ANCHOR BOLTS

a. ASTM F1554 GRADE 36.

b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN

POSITION WHILE PLACING

CONCRETE. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING

OF THE STRUCTURAL ENGINEER OF RECORD:

(1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE.

(2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS

ARE INDICATED.

(3) REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS.

13. POST-INSTALLED ANCHORS

a. CONCRETE ANCHORS: CARBON STEEL MANUALLY EXPANDED WEDGE

TYPE, UNLESS NOTED…