VTANG_132_RTA_Drawings_April_2018.pdf

APRIL 6TH, 2018

READY TO ADVERTISE

Bldg 132

South Burlington, Vermont

158th Fighter Wing Vermont Air National Guard

CURZ152804 - F-35 LOW OBSERVABLE COMPOSIT REPAIR FACILITY ADD/ALTER B 132

F-35 JSF BEDDOWN - PHASE 1

NOT FOR

CONSTRUCTION

92654

S c a le

F o r M ic ro fi lm in g

In c h e s

M il li m e te rs date detailed checkeddesigned project contract rev.drawing fileC O

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

DG-001

SHEET INDEX

01/05/17

RTHOMPSON PCONSTANZO

RTHOMPSON

CIVIL SHEET INDEX

SHEET NUMBER SHEET NAME

GC101 LOCATION & VACINITY MAP

GC102 ACCESS & SAFETY PLAN

GC103 ACCESS & SAFETY NOTES

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS500 SITE DETAILS

CU101 UTILITY PLAN

CU500 UTILITY DETAILS

STRUCTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

S-001 GENERAL NOTES

S-002 LEGEND & ABBREVIATIONS

S-100 PAD PLAN AND ROOF FRAMING PLAN

S-300 MECHANICAL ROOF TOP UNIT DETAILS

S-301 STEEL SECTIONS AND DETAILS

ARCHITECTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

AG001 ARCHITECTURAL LEGEND & ABBREVIATIONS

AD001 DEMOLITION NOTES

AD101 DEMOLITION FLOOR & ROOF PLAN

AD201 DEMOLITION EXTERIOR BUILDING ELEVATIONS

A-001 OVERALL STRIPING PLAN & SIGN DETAILS

A-101 FLOOR & ROOF PLAN

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING AND WALL SECTIONS

A-501 SECTION DETAILS

A-502 MISCELLANEOUS DETIALS

A-601 LOUVER DETAILS

MECHANICAL SHEET INDEX

SHEET NUMBER SHEET NAME

MP001 LEGEND & ABBREVIATIONS

MD101 MECHANICAL AND PLUMBING DEMOLITION PLAN

MP101 MECHANICAL AND PLUMBING PIPING PLAN

MP102 MECHANICAL DUCTWORK PLAN

MP501 MECHANICAL DETAILS

MP502 MECHANICAL DETAILS

MP601 MECHANICAL AND PLUMBING SCHEDULES

MP701 MECHANICAL CONTROLS

MP702 MECHANICAL CONTROLS

MP703 MECHANICAL CONTROLS

MP704 MECHANICAL CONTROLS

MP705 MECHANICAL CONTROLS

MP706 MECHANICAL CONTROLS

ELECTRICAL SHEET INDEX

SHEET NUMBER SHEET NAME

T-100 COMMUNICATIONS NEW WORK PLAN

E-001 ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS

ED100 OVERALL POWER DEMOLITION PLAN

EG101 OVERALL GROUNDING PLAN

EG102 OVERALL LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS

E-010 OVERALL HAZARDOUS LOCATION PLAN

E-100 OVERALL POWER PLAN

E-401 ELECTRICAL ENLARGED PLANS AND ELEVATIONS

E-601 ONE-LINE DIAGRAM

E-602 PANELBOARD SCHEDULE

FIRE PROTECTION SHEET INDEX

SHEET NUMBER SHEET NAME

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 GROUND FLOOR PLAN

A 10/20/17 B.2 SUBMITTAL PC

B 12/12/17 B.3 SUBMITTAL PC

C 3/2/17 B.3 FINAL SUBMITTAL PC

D 4/6/18 RTA PC

TELECOMMUNICATIONS SHEET INDEX

SHEET NUMBER SHEET NAME

T-001 COMMUNICATIONS LEGEND

T-100 COMMUNICATIONS NEW WORK PLAN

T-101 COMMUNICATION CONDUIT ROUTING

T-501 COMMUNICATIONS DETAILS

N

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NOT FOR

CONSTRUCTION

92654

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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

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

92654B132C-GC104.DWG

K. ROBERTSS. WAGNER

S. LUEHRS

DGC101

LOCATION & VICINITY MAP

9/22/16

C4

VICINITY MAP

SCALE: 1" = 200'

400'0 200'

N

PROJECT SITE

10/20/17 B.2 SUBMITTAL SEW

C1

LOCATION MAP

SCALE: NTS

PROJECT LOCATION

VERMONT AIR NATIONAL GUARD

A

12/12/17 B.3 SUBMITTAL SEWB

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

D 4/6/18 RTA SEW

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BLDG 387

BLDG 130

BLDG 60

N

I

V

E

BLDG 203

BLDG 120

BLDG 215

SUB-

GMP

BLDG 385

BLDG 160

BLDG 70

BLDG 303

N

I

V

E

N

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STATION

BLDG 312

BLDG 90

BLDG 223

A

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BLDG 68

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BLDG 205

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BLDG 140

BLDG 310

BLDG 170

BLDG 360

BLDG 314

BLDG 300

BLDG

BLDG

BLDG 150

NORTH GATE

N

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BLDG

BLDG

BLDG

BLDG

BLDG

BLDG 315

BLDG 313

BLDG 336

BLDG 334

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

MAIN GATE

BLDG

PROJECT LOCATION AND

PRIMARY CONTRACTOR

STAGING AREA

CONTRACTOR HAUL ROUTE

NATIONAL GUARD AVENUE

FALCON STREET

CONTRACTOR

PARKING AREA

(SEE NOTE 2)

NORTH GATE

(CONTRACTOR ACCESS)

MAIN GATE

(NO CONTRACTOR ACCESS)

92654B132C-GC101.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:

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

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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. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A1

ACCESS & SAFETY PLAN

SCALE: 1" = 100'

N

100' 200'0

10/20/17 B.2 SUBMITTAL SEWA

12/12/17 B.3 SUBMITTAL SEWB

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

D 4/6/18 RTA SEW

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TAXIWAY E

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TAXIWAY F

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CLASS III WETLAND

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CLASS III WETLAND

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ARCHAEOLOGICALLY

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SENSITIVE

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ARCHAEOLOGICALLY

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SENSITIVE

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LOCUS 1

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VT-CH-980

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CLASS III

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WETLAND

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92654B132C-GC102.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 EXCEEDING THE HEIGHT OF B132, 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 CLASS SCHEDULE/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 ASSOCATED 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 OWNER.

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.

NOT FOR

CONSTRUCTION

92654

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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

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DATEREV.

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DESCRIPTION INIT

VERMONT AIR NATIONAL GUARD

BURLINGTON INTERNATIONAL AIRPORT

SO BURLINGTON, VERMONT

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

10/20/17 B.2 SUBMITTAL SEWA

12/12/17 B.3 SUBMITTAL SEWB

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

D 4/6/18 RTA SEW

BUILDING 132BUILDING 131

5.00' MAX

SEE NOTE 10

N 719570.49

E 1471713.86

N 719573.79

E 1471710.11

W 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

U C

U C

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

S

T

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

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

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

G

G

G

G

G G

G G

G G

G G

G G

GGGGG

GGGGG

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

EXISTING NATURAL

GAS LINE

(DO NOT DISTURB)

EXISTING UNDERGROUND

COMM LINE

(DO NOT DISTURB)

EXISTING UNDERGROUND

ELECTRICAL LINE

(DO NOT DISTURB)

EXISTING WATER LINE

(DO NOT DISTURB)

EXISTING DOMESTIC

WATER LINE

(DO NOT DISTURB)

N 719543.73

E 1471683.70

N 719544.20

E 1471690.76

M

A X

S E

E

N

O T

E

PUMPED CONDENSATE LINE (BY APRON CONTRACTOR)

EXISTING UNDERGROUND

COMM LINE

(DO NOT DISTURB)

EXISTING NATURAL

GAS LINE

(DO NOT DISTURB)

EXISTING

CONCRETE CURB

(DO NOT DISTURB)

COMM AND ELEC

DUCT BANK

(BY OTHERS)

92654B132C-CD101.DWG

DCD101

DEMOLITION PLAN

9/22/16

NOT FOR

CONSTRUCTION

92654

S c a l e

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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

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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. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A1

DEMOLITION PLAN

SCALE: 1" = 10'

N

10' 20'0

LEGEND:

CONCRETE DEMOLITION

AGGREGATE DEMOLITION

PAVEMENT MARKING REMOVAL

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 LANDFILL. 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 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.

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. TRENCH BOXES SHALL BE USED DURING THE INSTALLATION OF THE DOMESTIC

WATER AND PUMPED CONDENSATION LINES. TRENCH BOX SHALL BE DESIGNED

AND SUBMITTED BY CONTRACTOR. MAXIMUM WIDTH OF PAVEMENT

DISTURBANCE/DEMOLITION IS 5-FEET CENTERED BETWEEN COLUMN 3 AND

COLUMN 4. CONCRETE CURB AT BUILDING FACE SHALL NOT BE DISTURBED.

11. COORDINATE WITH CONTRACTING OFFICER FOR ANY REVISIONS TO THE APRON

PROJECT LIMITS/WORK.

10/20/17 B.2 SUBMITTAL SEWA

KEYED NOTE:

REMOVE AGGREGATE INSTALLED BY APRON CONTRACTOR TO EXISTING

SUBGRADE. ACTUAL LIMITS MAY VARY DUE TO CONSTRUCTION IN THE

AREA BY OTHERS. INSTALL WATER LINE FROM EXISTING VALVE AND

FLANGE TO BUILDING 132. SEE MECHANICAL FOR COORDINATION.

12/12/17 B.3 SUBMITTAL SEWB

N 719570.48

E 1471713.87

N 719573.79

E 1471710.10

W 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

U C

U C

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

S

T

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

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

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

G

G

G

G

G G

G G

G G

G G

G G

GGGGG

GGGGG

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

EXISTING NATURAL

GAS LINE

(DO NOT DISTURB)

TAXILINE STRIPING OUTSIDE

BUILDING FACE BY APRON

CONTRACTOR (TYP)

N 719544.19

E 1471690.77

N 719543.74

E 1471683.71

H

E

H

E E

B

E

E

E

E

B

E

E

E

SEDIMENT SOCK

2" EXISTING

WATER LINE

EXISTING CONCRETE

CURB TO REMAIN

B

BOLLARD (TYP)

SEE NOTE 4

CS500

D5

TAXILINE STRIPING

PER ARCHITECTURAL

SHEETS

4" RED REFLECTIVE STRIPING CENTERED

ON EXTERIOR LADDER, CROSS HATCH ONE

FOOT ON CENTER. SEE NOTE 4

LEGEND:

REINFORCED CONCRETE PAVEMENT

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

ISOLATION JOINT

SEDIMENT SOCK

E

H

CS500

B5

CS500

A1

CS500

D1

B

CS500

A2

CS500

A4

92654B132C-CS101.DWG

DCS101

SITE PLAN

9/22/16

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. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

A1

SITE PLAN

SCALE: 1" = 10'

N

10' 20'0

GENERAL SITE NOTES:

1. PAVEMENT REPLACEMENT SHALL MATCH EXISTING ELEVATIONS AND

DRAINAGE AND DRAINAGE PATTERN OF EXISTING PAVEMENT.

2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING 131

AND 132 AT ALL TIMES DURING CONSTRUCTION.

3. CONTRACTOR SHALL COORDINATE CONCRETE REMOVAL AND REPLACEMENT

WITH APRON REPLACEMENT PROJECT (BY OTHERS) WITH CONTRACTING

OFFICER.

4. BOLLARDS AND CLEAR ZONE ARE REQUIRED IF BID OPTION 31 (EXTERIOR

LADDER) IS AWARDED.

5.00'

10/20/17 B.2 SUBMITTAL SEWA

12/12/17 B.3 SUBMITTAL SEWB

3.00'

12" PORTLAND CEMENT CONCRETE

REINFORCEMENT (SEE D3, THIS SHEET)

6" AGGREGATE BASE COURSE

12" COMPACTED SUBGRADE

T

T

A4

REINFORCED PCC PAVEMENT

SCALE: NTS

T

B2

CONSTRUCTION JOINT

SCALE: NTS

B4

CONTRACTION JOINT

SCALE: NTS

B1

ISOLATION JOINT

SCALE: NTS

A1

TYPE H - DUMMY CONTRACTION JOINT

SCALE: NTS

CS500

B4

T

T

OR 10'-0" IF JOINT SPACING

IS GREATER THAN 12'-0"

TO NEAREST JOINT

FOUNDATION

OR STRUCTURE

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIAL

A2

TYPE B - ISOLATION JOINT

SCALE: NTS

CS500

B1

COMPOST FILTER SOCK

S

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.)

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.

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

D1

SEDIMENT SOCK

SCALE: NTS

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

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 DETAIL A5 THIS

SHEET, TABLE 2

D3

REINFORCED CONCRETE PAVEMENT

SCALE: NTS

B5

TYPE E - DOWELED CONSTRUCTION JOINT

SCALE: NTS

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

B2

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.

D5

BOLLARD

SCALE: NTS

MIN

FINISH GRADE

CONCRETE

6" STD WT STEEL PIPE

WITH SAFETY YELLOW

PLASTIC BOLLARD COVER.

(FILL WITH CONCRETE)

1. PREPARE SURFACE BY SSPC-SP3 METHODS

TO SSPC-SP6 QUALITY AND 1.0 MIL MIN PROFILE

DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT

MIN 40% SOLIDS BY VOLUME.

12"

NOTE:

A5

DOWEL BAR LOCATION AND SIZES

SCALE: NTS

L

L

M I N

0.6L

MIN.

THICKNESS

OF SLAB (T)

DIAM LENGTH SPACING

8"-11.5"

12"-15.5"

1"

1-1/4"

16"

20"

12"

15"

DOWEL BAR SIZE -TABLE 2

NOTES:

1. SEE SPECIFICATION SECTION 32 13 11 CONCRETE PAVEMENT FOR

AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS FOR ADDITIONAL DOWEL

BAR SPACING REQUIREMENTS.

2. WHEN DOWELED JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF

DIFFERING THICKNESS, THE DOWELS SHALL BE SIZED FOR THE THINNER

SECTION, AND PLACED AT T/2 ± D/2 OF THE THINNER PAVEMENT.

DOWEL

JOINT

W = 3/4"

W

BOND BREAKER TAPE

PAVEMENT

SURFACE

JOINT SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

W

W = 1/2" - 5/8"

1/2" ROD

BACK-UP

MATERIAL

SAWED

JOINT FACE

SAWED

JOINT FACE

JOINT SEALANT

PAVEMENT

SURFACE

T

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

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

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. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

92654B132C-CS500.DWG

DCS500

SITE DETAILS

9/22/16

10/20/17 B.2 SUBMITTAL SEWA

12/12/17 B.3 SUBMITTAL SEWB

W 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

U C

U C

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

S

T

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

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

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

G

G

G

G

G G

G G

G G

G G

G G

GGGGG

GGGGG

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W

W

DOMESTIC WATER

INV = 322.50

N 59961.53

E 122641.13

SEE MECHANICAL

FOR CONTINUATION

PUMPED CONDENSATE

INV = 322.50

N 59961.40

E 122641.03

SEE MECHANICAL

FOR CONTINUATION

G G

G G

G

G

G G

G

P

C R

P

C R

P

C R

92654B132C-CU101.DWG

DCU101

UTILITY PLAN

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

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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. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

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. CONNECTION TO EXISTING WATER SHALL BE CONSTRUCTED IN ACCORDANCE

WITH ALL REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES AND AGENCIES.

6. 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.

7. SEE DETAIL A1 ON DRAWING CU500 FOR TYPICAL PIPE TRENCH DETAIL.

8. THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING SHALL BE 36 INCHES

UNLESS INDICATED OTHERWISE.

a. WATER: 72 INCHES

b. ELECTRICAL AND COMMUNICATION: 24 INCHES

c. ALL OTHER UTILITIES: 36 INCHES

9. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY INCLUDE

VIDEO CAMERA INSPECTION.

10. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY ENGINEER

AND THE CONTRACTING OFFICER.

11. TRENCH BOXES SHALL BE USED FOR THE INSTALLATION OF THE DOMESTIC WATER

AND PUMPED CONDENSATE LINES. MAXIMUM WIDTH OF PAVEMENT

DISTURBANCE/DEMOLITION IS 5-FEET. CONCRETE CURB AT BUILDING FACE SHALL

NOT BE DISTURBED.

WATER UTILITY NOTES:

1. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR

ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL B3 ON

DRAWING CU500 FOR TYPICAL THRUST BLOCK DETAIL.

2. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING, AND INSPECTION

OF ALL DOMESTIC WATER WITH THE ASSOCIATED UTILITY COMPANIES AND

AGENCIES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ON WATER

UTILITY TESTING AND INSPECTION.

3. CONNECT TO EXISTING DOMESTIC WATER FLANGE AND VALVE. FIELD VERIFY

LOCATION. SEE MECHANICAL DRAWINGS FOR CONTINUATION TO BUILDING 132.

4. CONNECT TO EXISTING PUMPED CONDENSATE LINE INSTALLED BY OTHERS. FILED

VERIFY LOCATION. SEE MECHANICAL DRAWINGS FOR CONTINUATION WITHIN

BUILDING 132.

A1

UTILITY PLAN

SCALE: 1" = 20'

N

20' 40'0

BUILDING 150

BUILDING 132

BUILDING 131

WATER LINE BEYOND VALVE TO BE

INSTALLED UNDER THIS CONTRACT

(SEE WATER UTILITY NOTE 3)

10/20/17 B.2 SUBMITTAL SEWA

11.00

LEGEND

DOMESTIC WATER LINE

PUMPED CONDENSATE LINE

W

PCR

EXISTING GROUNDING LOOP

DO NOT DISTURB

12/12/17 B.3 SUBMITTAL SEWB

PUMPED CONDENSATE

LINE BELOW APRON

PAVEMENT TO BE

INSTALLED BY OTHERS

SEE NOTE 4

EXISTING

WATER LINE

TAPPING VALVE

WITH VALVE BOX

(BY OTHERS)

NEW SERVICE LINE

(BY OTHERS)

PLAN

VALVE

BOX

NEW SERVICE

LINE

CONCRETE

PAD

THREADED

GATE VALVE

(BY OTHERS)

THREADED GALVANIZED

STEEL NIPPLE 6" LONG

RESTRAINER

EXISTING

WATER LINE

THRUST BLOCK

SECTION A

A

A

MECHANICAL JOINT

MECHANICAL JOINT

RESTRAINER

A3

WATER SERVICE TAPPING SLEEVE

SCALE: NTS

A1

UTILITY TRENCH

SCALE: NTS

M I N

C O

V E

R

SURFACE

TREATMENT

AS SPECIFIED

FINISH GRADE

TRENCH WIDTH

AS SPECIFIED

NOTES:

1. TRENCH TERMINOLOGY:

BEDDING: SUPPORTIVE, COMPACTED MATERIAL TO PROVIDE EVEN SUPPORT FOR THE PIPE. BOTTOM OF TRENCH

AND BEDDING MATERIAL SHALL PROVIDE UNIFORM LONGITUDINAL SUPPORT FOR BOTTOM SECTION OF PIPE.

HAUNCHING: EXTENDS FROM THE BOTTOM OF THE PIPE TO THE CENTERLINE OF THE PIPE TO PROVIDE THE MOST

RESISTANCE TO PIPE DEFLECTION. MATERIAL SHALL BE FREE OF ROCKS AND BE PLACED BY HAND.

INITIAL BACKFILL: EXTENDS FROM THE SPRINGLINE TO A POINT ABOVE THE TOP OF THE PIPE TO PROVIDE SOME

PIPE SUPPORT AND HELPS TO PREVENT DAMAGE TO THE PIPE DURING PLACEMENT OF THE FINAL BACKFILL. THE

COVER EXTENDS FROM THE TOP OF THE PIPE TO THE TOP OF THE INITIAL BACKFILL.

FINAL BACKFILL: THIS ZONE EXTENDS FROM THE TOP OF THE INITIAL BACKFILL TO THE TOP OF THE TRENCH. FINAL

BACKFILL UNDER PAVEMENTS MAY BE SUBJECT TO ADDITIONAL COMPACTION REQUIREMENTS AND TESTING.

2. BURIED WARNING AND IDENTIFICATION TAPE SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATIONS.

NOTE: BEARING AREA BASED ON 1000 PSF SOIL BEARING CAPACITY AND A PIPE TEST

PRESSURE OF 150 PSI.

VARIES

V

A

R

I

E

S

H

NOTES:

1. THRUST BLOCKS ARE REQUIRED AT ALL VERTICAL AND HORIZONTAL TEES, OR ELBOWS OF

PRESSURIZED PIPING.

2. BLOCKING PROVIDED SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE.

3. THRUST BLOCK CONCRETE SHALL EXTEND TO UNDISTURBED EARTH.

4. A NONPOROUS MATERIAL 8 MILS MIN VISQUEEN OR 15 LB MIN FELT SHALL BE PLACED

BETWEEN THE FITTING AND CONCRETE THRUST BLOCK.

5. JOINTS SHALL NOT BE COVERED WITH CONCRETE. SUFFICIENT CLEARANCE SHALL BE

PROVIDED BETWEEN CONCRETE AND FITTINGS FOR FUTURE MAINTENANCE.

6. DOUBLE LAYER OF TAR PAPER BETWEEN CONCRETE BLOCK AND PLUG TO PERMIT EASY

REMOVAL FOR FUTURE EXTENSION OF WATER MAIN WHERE REQUIRED.

7. JOINT RESTRAINTS CAN BE PROVIDED WHERE USE OF CONCRETE THRUST BLOCKING CANNOT

BE USED BECAUSE OF OBSTRUCTIONS OR REQUIREMENTS IN THE SPECIFICATIONS.

RESTRAINT DETAILS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION.

45° MIN (TYP)

2" MIN (TYP)

45° MIN

(TYP)

2" MIN (TYP)

M

I N

T

Y P

B

POURED

CONCRETE

BLOCKS (TYP)

45° MIN (TYP)

H

V

A

R

I

E

S

I

Y

P

THRUST BLOCK BEARING AREA (SQ FT)

SERVICE

TYPE

FITTING

SIZE

TEE &

END

90°

BEND

45°

BEND

22-1/2°

BEND

11-1/4°

BEND

DW 1" 0.18 0.25 0.14 0.07 0.03

B3

THRUST BLOCK

SCALE: NTS

COMPACTED BACKFILL

PIPE EMBEDMENT MATERIAL

92654B132C-CU500.DWG

DCU500

UTILITY DETAILS

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. - CURZ152804

F-35 LOW OBSERVABLE

COMPOSITE REPAIR FACILITY

BUILDING 132

D

C

A

B

E

D

C

A

B

E

5 61 2 3 4

5 61 2 3 4

10/20/17 B.2 SUBMITTAL SEWA

12/12/17 B.3 SUBMITTAL SEWB

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. 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

C. 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. RISK CATEGORY: II

4. BUILDING CONDITION: PARTIALLY ENCLOSED.

6. TOPOGRAPHIC FACTOR: 1.0.

D. 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. RISK CATEGORY: II.

4. SITE CLASS: D.

5. SEISMIC DESIGN CATEGORY: C.

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.

(3) EPOXY-COATED BARS SHALL HAVE MINIMUM STRAIGHT EMBEDMENT, LAP

SPLICE, AND HOOK EMBEDMENT LENGTHS INCREASED BY NOT LESS THAN

20% OVER THOSE GIVEN ABOVE.

(4) EPOXY GROUT: CONFORM TO ASTM C881, TYPE IV, GRADE 3, EXCEPT GEL

TIMES. PROVIDE MINIMUM EMBEDMENT LENGTH REQUIRED TO DEVELOP

ULTIMATE STRENGTH OF BAR.

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. DUE TO MINOR NATURE OF WORK, SPECIAL INSPECTIONS NOT REQUIRED.

4. DESIGN LOADS

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

B. 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…