Demo 110_110 Drawings GC002 003 004 005.pdf

date detailed checkeddesigned project contract rev.drawing file

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DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368GC001.DWG

CIVIL LEGEND AND ABBREVIATIONS

GC002 D

D. MUETING

R. BARUTH CHECKER

BORING LOCATION

CLEANOUT

FIRE HYDRANT

FINISH GRADE ELEVATION (PLAN)

AIRSIDE PCC PAVEMENT

ASPHALT (SECTION)

EARTH (SECTION)

BUILDINGS AND STRUCTURES

CURB AND GUTTER

ROADS AND PAVED AREAS

SIDEWALKS

GRAVEL PARKING

SECTION INDICATORS

SIGN

ELECTRICAL MANHOLE

TRANSFORMER

VERTICAL CONTROL POINT (BENCH MARK)

CAP, PLUG, BLIND FLANGE

MAJOR CONTOUR (1.00')

DROP INLET

STORM MANHOLE

SANITARY SEWER MANHOLE

710.0

CENTERLINE

STORM SEWER

ROOF DRAIN

SANITARY SEWER

WATER LINE

GAS LINE

POST INDICATOR VALVE

WATER LINE VALVE

X TEMPORARY CONSTRUCTION FENCE

MATCH LINE

GAS LINE VALVE

CO-#

SPOT ELEVATION

END SECTION

ABC- AGGREGATE BASE COURSE

AC- ACRE

ADA- AMERICANS WITH DISABILITIES ACT

ARS AIR RESERVE STATION

ATFP- ANTI-TERRORISM/FORCE PROTECTION

B/C- BACK OF CURB

BCE- BASE CIVIL ENGINEERING

B/L BUILDING LINE

BM- BENCHMARK

CB- CATCH BASIN

C-C- CENTER TO CENTER

COE- CORPS OF ENGINEERS

CONC- CONCRETE

CGI- CURB/GUTTER INLET

CO- CLEAN OUT

COR- CONTRACTING OFFICER'S REPRESENTATIVE

CL- CENTERLINE

DEPT- DEPARTMENT

DI- DUCTILE IRON OR DROP INLET

DIA- DIAMETER

DS- DOWNSPOUT

ECP- ENTRY CONTROL POINT

ELEC- ELECTRICAL

EL/ELEV- ELEVATION

FDC- FIRE DEPARTMENT CONNECTION

FES- FLARED END SECTION

FF- FINISH FLOOR

FH- FIRE HYDRANT

FL- FLOW LINE

FT- FOOT

FW- FIREWATER

GI- GRATED INLET

HDPE- HIGH DENSITY POLYETHYLENE

HQ- HEADQUARTERS

HW- HEADWALL

MAX- MAXIMUM

MH- MANHOLE

MIN- MINIMUM

MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

MW- MONITORING WELL

NO- NUMBER

NPW- NON-POTABLE WATER

OC- ON CENTER

OD- OUTSIDE DIAMETER

OSHA- OCCUPATIONAL SAFETY &

HEALTH ADMINISTRATION

PCC- PORTLAND CEMENT CONCRETE

PE- POLYETHYLENE

PI- POINT OF INTERSECTION

PVC- POLYVINYL CHLORIDE

RCP- REINFORCED CONCRETE PIPE

RFDC- REMOTE FIRE DEPARTMENT CONNECTION

SS- SANITARY SEWER

SDI- STORM DRAIN INLET

SDMH- STORM DRAIN MANHOLE

ST, SD- STORM SEWER, STORM DRAIN, STREET

SWPPP- STORM WATER POLLUTION PREVENTION PLAN

T/C- TOP OF CURB

TELE- TELEPHONE

TYP- TYPICAL

USAF- UNITED STATES AIR FORCE

WM- WATER METER

WV- WATER VALVE

WWF- WELDED WIRE FABRIC

LETTER DESIGNATION

OF SECTION/DETAIL

DWG. NO. WHERE

SECTION IS DETAILED

DESCRIPTION ABBREVIATIONS DESCRIPTION

CONTRACTORS TEMPORARY

CONSTRUCTION FENCE

XX

XXX

NEW DESCRIPTION

PROPOSED LEGEND

NEW DESCRIPTION

ABBREVIATIONS

XX

XXX

WATER VALVE BOX

WATER METER

AIRFIELD

GAS METER

FIRE HYDRANT

GAS VAULT

WATER VAULT

GAS VALVE

FUEL VAULT MANHOLE

FUEL VENT

TRANSFORMER

POWER POLE

LIGHT POLE

SANITARY SEWER MANHOLE

CABLE TV PEDESTAL

GUY ANCHOR

ROOF DRAIN

JUNCTION BOX

AIR CONDITIONER

ROAD SIGN

STORM WATER SEWER MANHOLE

BOLLARD

HIGH LINE POWER POLE

POST INDICATOR VALVE

HANDICAP PARKING SPACE

FIBER OPTIC VAULT

FIBER OPTIC MANHOLE

STORM WATER CATCH BASIN

CLEAN OUT

MANHOLE (UTILITY UNKNOWN)

GUY POLE

COMMUNICATION MANHOLE

ELECTRIC VAULT MANHOLE

ELECTRIC VAULT

GROUNDING WIRE/ROD

EXISTING DESCRIPTION

SURVEY LEGEND

EXISTING

SAWCUT

MISCELLANEOUS STRUCTURE

DEMOLITION

VEHICULAR PCC PAVEMENT

1360.50

STABILIZED CONSTRUCTION ENTRANCE

RD

INLET PROTECTION

1000.00

SANITARY SEWER

STORM WATER SEWER

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

FUEL MAIN PIPE

GAS LINE

WATER MAIN

FENCE

STEAM

SS

ST

E

E

COMM

F

G

W

UNDERGROUND FIBER OPTIC

EM

XX

S

ROOF DRAIN LEADER

STORM CLEANOUTCO

CONCRETE PAVEMENT DEMOLITION

MISCELLANEOUS DEMOLITION

LIMITS OF SURVEY

OBJECT FREE AREA

OFA

ASPHALT DEMOLITION

RD

SPOT ELEVATION

LIGHT

MANHOLE

OPEN GRATE MANHOLE

VAULT

ELECTRIC METER

COMMUNICATIONS J BOX

SANITARY SEWER PUMP

ELECTRICAL DEVICE

CO

FILTER SOCK

10" WA1

10" GA1

18" SD1

12" SS1

A 06-22-17 A.2 SUBMITTAL RB

FENCE

TEMPORARY FENCE

B 10-10-17 B.1 SUBMITTAL RB

C 01-17-18 B.2 SUBMITTAL RB

BUILDING DEMOLITION

GRAVEL DEMOLITION

D 03-27-18 B.3 SUBMITTAL RB

UTILITY DEMOLITION

LIMITS OF DISTURBANCE

RIVER ROCK LANDSCAPING

SIDEWALK CONCRETE

project contract rev.drawing file

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DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368GC002-GC003.DWG

GENERAL CIVIL NOTES

GC003 D

D. MUETING

R. BARUTH CHECKER

GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS INDICATED.

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

3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR

MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE

FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED IN MODIFIED

GROUND COORDINATES. SEE SHEET V-100 FOR HORIZONTAL AND VERTICAL CONTROL

INFORMATION.

5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL

AND GOVERNMENT REGULATORY AGENCIES AND THE COR.

6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST STRINGENT.

WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,

CONTRACTOR SHALL SUBMIT ISSUE TO THE COR IN WRITING. THE DECISION OF THE

COR SHALL BE CONSIDERED FINAL.

7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING

QUALITY MATERIALS.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH

THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE

SUBMITTED TO THE COR.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR

KEEPING TRACK OF ANY COR-APPROVED FIELD CONSTRUCTION REVISIONS TO THE

DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. CONTRACTOR SHALL USE

THESE REVISIONS TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY

OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE

ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES

BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED

DURING CONSTRUCTION.

4. THE COR SHALL REVIEW COMPLETENESS, ACCURACY, AND FORMAT OF SUBMITTED

RECORD DRAWINGS. IF THE RECORD DRAWINGS ARE CONSIDERED UNACCEPTABLE,

THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND

RESUBMISSION.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE

BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. 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 COR

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 COR 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.

TENNESSEE ONE CALL: (800) 351-1111

ALCOA ELECTRIC POC: MIKE LINDSEY (865) 380-4856

ALCOA WATER POC: SIMON DEVENTE (865) 380-4810

CE WORK CONTROL: (865) 336-4219

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL

PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR

CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY

THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.

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 COR.

6. THERE ARE NO KNOWN CONTAMINATED SOILS ON THE SITE, IF THE CONTRACTOR

ENCOUNTERS SUCH MATERIAL, SPECIAL HANDLING AND CONSIDERATION SHALL BE

REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN CONTAMINATED 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 COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE COR.

SURVEY NOTES:

1. THE SURVEY WAS PERFORMED BY C2RL, INC. IN MAY 2017. SURVEY CONTROL POINTS

SHALL BE PROVIDED PRIOR TO CONSTRUCTION AND SHALL BE RESET BY A LICENSED

LAND SURVEYOR, PROVIDED BY THE CONTRACTOR, IF DISTURBED DURING

CONSTRUCTION. SEE SHEET V-100.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR, IN THE STATE OF TENNESSEE, TO

SURVEY PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT

REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE

DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL SUPPLY

CERTIFIED, CONTROL POINT DATA TO COR AFTER COMPLETION OF CONSTRUCTION.

CONTRACTOR PERMITTING REQUIREMENTS

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR LAND

DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO CONSTRUCTION. EOR 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. EOR SHALL COORDINATE ALL ENVIRONMENTAL AND STORM WATER

CORRESPONDENCE, DOCUMENTATION, AND PERMITTING WITH COR. THE STORMWATER

PERMITTING PROCESS MAY INCLUDE THE FOLLOWING:

a. EOR TO SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE.

b. EOR TO SUBMIT NPDES GENERAL CONSTRUCTION PERMIT.

c. EOR TO SUBMIT STORM WATER POLLUTION PREVENTION PLAN.

d. EOR TO SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S COMMITMENT TO

COMPLY WITH STORM WATER QUALITY MANAGEMENT PLAN AND LOCAL

REGULATIONS FOR STORM WATER QUALITY MANAGEMENT.

e. CONTRACTOR TO SUBMIT COPY OF APPROVED PROJECT DRAWING SET.

f. CONTRACTOR TO SUBMIT CO-PERMITTEE LIABILITY RELEASE FORM PRIOR TO

BEGINNING ANY CONSTRUCTION OR EARTHWORK OPERATIONS.

g. CONTRACTOR TO SUBMIT NOT TO TENNESSEE DEPARTMENT OF ENVIRONMENTAL

AND CONSERVATION (TDEC).

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. NPDES CONSTRUCTION PERMIT

b. STORMWATER MANAGEMENT.

c. WATER POLLUTION.

d. DISCHARGE PERMIT.

e. SOLID AND HAZARDOUS WASTE.

f. CLEARING.

g. DIG PERMIT.

h. AIR QUALITY.

i. AIR EMISSIONS.

j. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES.

k. BURN (HOT WORK) PERMIT

3. THE CONTRACTOR MUST HAVE A DESIGNATED EROSION CONTROL INSPECTOR THAT

PERFORMS INSPECTIONS TWICE WEEKLY. THE INSPECTOR SHALL BE ONE OF THE

FOLLOWING:

a. A PERSON WITH A VALID CERTIFICATION FROM THE "FUNDAMENTALS OF EROSION

PREVENTION AND SEDIMENT CONTROL LEVEL 1" COURSE

b. A LICENSED PROFESSIONAL ENGINEER OR LANDSCAPE ARCHITECT

c. A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL

d. A PERSON WHO HAS SUCCESSFULLY COMPLETED THE "LEVEL II DESIGN

PRINCIPLES FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR

CONSTRUCTION SITES" COURSE

ALL INSPECTIONS SHALL BE DOCUMENTED ON THE CONSTRUCTION STORMWATER

INSPECTION CERTIFICATION FORM THAT CAN BE FOUND IN THE STATE OF TENNESSEE

NPDES PERMIT DOCUMENTATION.

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB

C 01-17-18 B.2 SUBMITTAL RB

D 03-27-18 B.3 SUBMITTAL RB

project contract rev.drawing file

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REVISIONS

DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

5 6

D

C

A

B

1 2 3 4

E

D

C

A

B

E

5 61 2 3 4

95368GC002-GC003.DWG

GENERAL UTILITY NOTES

GC004 D

D. MUETING

R. BARUTH CHECKER

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.

3. CONTRACTOR SHALL CONTACT THE COR 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 COR. CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 14 DAYS.

5. CONNECTION TO EXISTING WATER, SEWER, AND GAS MAINS 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 D1 ON SHEET CU500 FOR TYPICAL PIPE TRENCH DETAIL.

8. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS UNLESS

INDICATED OTHERWISE:

a. WATER: 42 INCHES

b. FIRE PROTECTION: 48 INCHES

c. ELECTRICAL AND COMMUNICATION: 36 INCHES

d. 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 THE COR.

11. ALL STORM DRAIN PIPING SUBJECT TO AIRCRAFT LOADING SHALL BE CLASS IV

RCP, UNLESS NOTED OTHERWISE.

12. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES AND

STRUCTURES INDICATED ARE APPROMIXATE ONLY AND THOSE INDICATED ARE

NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE WHETHER THEY

ARE INDICATED OR NOT. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY

DAMAGE TO THE UTILITY LINES. WHETHER SHOWN ON CONSTRUCTION PLANS OR

NOT. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE ONE CALL CENTER AT

811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL

SERVICE ON BASE IS OWNED AND OPERATED BY THE CITY OF ALCOA ELECTRIC

SYSTEM. THE CONTACT FOR THE CITY OF ALCOA ELECTRIC SYSTEM IS MR. MIKE

LINDSEY (865) 380-4800

13. CONTRACTOR IS ADVISED THAT A DIG PERMIT IS REQUIRED BEFORE BEGINNING

ANY SUBSURFACE WORK. CONTACT WORK CONTROL TO OBTAIN THIS PERMIT AT

(865)336-4219. THERE IS NO FEE FOR THIS PERMIT.

14. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL SHALL BE

DISPOSED OF OFF BASE AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND

FEDERAL REGULATIONS. SUCH MATERIAL SHALL INCLUDE, BUT IS NOT LIMITED TO,

BRICK TILE, FIXTURES, UTILITY COMPONENTS AND OTHER SUCH ITEMS. ANY

APPLICABLE MATERIALS SHALL BE CONSIDERED FOR RECYCLE.

15. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER,

ELECTRICAL, NATURAL GAS AND COMMUNICATIONS) AND/OR MAKE PROVISIONS

FOR OUTAGES WITH THE COR.

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 MANUFACTERER'S RECOMMENDATIONS. SEE DETAIL A1 ON

SHEET CU500 FOR TYPICAL THRUST BLOCK DETAIL.

2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE OF

PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER

PIPING.

3. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3.00 FEET AND A MAXIMUM OF

6.00 FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1.00

FEET FROM EDGE OF SIDEWALK UNLESS INDICATED OTHERWISE. A RADIUS OF

3.00 FEET AROUND HYDRANT SHALL BE KEPT CLEAR FOR FIRE DEPARTMENT

ACCESS. AREA BETWEEN CURB AND HYDRANTS SHALL BE KEPT CLEAR OF

OBSTRUCTIONS.

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

OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS WITH THE ASSOCIATED

UTILITY COMPANIES AND AGENCIES. SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS ON WATER UTILITY TESTING AND INSPECTION.

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING 6.00 INCH

LINES UNLESS INDICATED OTHERWISE.

2. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE BUILDING

CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN UTILITY STRUCTURES.

3. SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10.00 FEET HORIZONTALLY

FROM ADJACENT WATER LINES UNLESS INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR SANITARY

PIPING.

4. SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A MINIMUM

VERTICAL SEPARATION OF 24 INCHES UNLESS INDICATED OTHERWISE. SEE

DETAIL A3 ON SHEET CU501 FOR SANITARY SEWER ENCASEMENT DETAIL WHERE

SANITARY SEWER WILL BE INSTALLED ABOVE WATER LINES.

5. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 2.00 INCH DROP IN ELEVATION

BETWEEN THE INCOMING AND OUTGOING SEWER SHALL BE PROVIDED IN EACH

MANHOLE UNLESS INDICATED OTHERWISE. INVERT FLOW CHANNELS SHALL BE

CONSTRUCTED TO PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL

TRANSITION SECTIONS.

UTILITY STRUCTURE NOTES:

1. ALL LANDSIDE UTILITY STRUCTURES ARE TO BE H-20 RATED. ALL AIRSIDE UTILITY

STRUCTURES ARE TO BE AIRCRAFT RATED FOR THE FOLLOWING TRAFFIC LOADS:

a. NOSE GEAR - 77,000 POUNDS, 187 PSI TIRE PRESSURE, H37x14-15, 24PR TIRE

SIZE.

b. MAIN GEAR - 191,000, 200 PSI TIRE PRESSURE, H46X18-20, 32PR TIRE SIZE.

c. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN

CALCULATIONS, AND WATERPROOFING METHOD FOR ALL PRECAST OR

PREFABRICATED STRUCTURES, DESIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF TENNESSEE FOR APPROVAL.

2. ALL MANHOLE TOPS/RIMS SHALL BE FLUSH WITH FINAL GRADE.

3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED

PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND SHALL

BE STAMPED PER THE ORIGIN OF MANUFACTURE.

4. COVERS AND CASTINGS FOR COMMUNICATION MANHOLES SHALL BE

TAMPER-PROOF.

5. ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED FLUSH AFTER

INSTALLATION.

6. PIPE MAY EXTEND 2 INCHES MAXIMUM BEYOND INTERIOR MANHOLE WALL.

MANHOLE FRAME ADJUSTMENT NOTES:

1. AREA REQUIRING MANHOLE ADJUSTMENT SHALL BE SAWCUT SQUARE OR

CIRCULAR 12.00” MINIMUM AROUND MANHOLE FRAME.

2. MANHOLE COVER AND FRAME SHALL BE RAISED TO FINISH GRADE BY INSTALLING

PRECAST MANHOLE ADJUSTMENT RINGS AND LEVELING MORTAR.

3. GRADE ADJUSTMENT AREA SHALL BE BACKFILLED WITH EARLY STRENGTH PCC.

BEST MANAGEMENT PRACTICES:

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS

PROJECT. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION

ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,

WATERWAY SEDIMENTATION, AND AIRBORNE DUST GENERATION. CONTRACTOR

SHALL ENSURE THAT NO SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES

INFRINGES ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COORDINATE

EROSION AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION ENTITIES

PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE

AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA AND DEPOSITED

INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EROSION AND

SEDIMENTATION ARE CONTROLLED TO THE EXTENT PRACTICABLE. ALL

APPLICABLE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION

ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA, ALL TEMPORARY

EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE. UPON

PROJECT COMPLETION ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE REMOVED.

3. TEMPORARY EROSION CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY,

WHO SHALL UTILIZE APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE

BMPS SHALL CONSIST OF SILT FENCE, WATTLES OR OTHER MEANS TO CONTROL

EROSION AS NEEDED. THE CONTRACTOR SHALL PROVIDE AND FOLLOW THE

EROSION AND SWPPP PLANS AS NEEDED.

4. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN PRIOR TO BEGINNING WORK.

THE DEVICES SHALL BE PLACED DOWN-SLOPE OF DISTURBED AREAS WHERE

SHEET EROSION WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND REPAIRED

WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT FENCE HEIGHT. AFTER

SIGNIFICANT RUNOFF EVENTS, THE CONTRACTOR SHALL INSPECT ALL EROSION

CONTROL STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE

PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND REPAIR OR REPLACE

THOSE STRUCTURES, AS NECESSARY. IF MORE THAN 1 ACRE IS DISTURBED,

CONTRACTOR MUST INSPECT WEEKLY AT A MINIMUM AND DOCUMENT

CONDITIONS.

5. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY APPROPRIATE BMPS DURING

CONSTRUCTION, UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGE TO THE

INLETS HAVE BEEN STABILIZED.

6. ALL EXISTING DRAIN INLETS SHALL HAVE FILTER SOCK PROTECTION INSTALLED IN

ACCORDANCE WITH DETAIL A5 ON SHEET CG500. EROSION PROTECTION MAY BE

REMOVED WHEN VEGETATION IS ESTABLISHED.

7. SEE SHEET CG500 FOR ADDITIONAL DETAILS ON EROSION AND SEDIMENT

CONTROL.

PETROLEUM PRODUCTS:

1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL

RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF

LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED

CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP

IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS

SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO WATER BODIES.

PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED ACCORDING TO THE

MANUFACTURER RECOMMENDATIONS.

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB

project contract rev.drawing file

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DESCRIPTION INIT

TENNESSEE AIR NATIONAL GUARD

MCGHEE TYSON AIRPORT

KNOXVILLE, TENNESSEE

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

95368

Project No. - PSXE999132

W9133L-15-D-0003

134th AIR REFUELING WING

REPLACE 135 MAINTENANCE

HANGAR AND SHOPS

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95368GC005-GC006.DWG

GENERAL ACCESS & SAFETY NOTES

GC005 D

D. MUETING

R. BARUTH CHECKER

ACCESS AND SAFETY NOTES

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND

DELIVERIES ARE ILLUSTRATED ON SHEET GC006 AND ARE SUBJECT TO THE APPROVAL OF THE

COR. 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 COR 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,

AIRFIELD/AIRPORT 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 COR, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE 14 DAYS IN ADVANCE.

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 COR.

6. TEMPORARY CONSTRUCTION FENCING WILL BE REQUIRED BY THE CONTRACTOR AND THE

CONTRACTOR SHALL COORDINATE REQUIRED RELOCATION OF FENCE DURING CONSTRUCTION

WITH THE CONTRACTING OFFICER.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA FOR

MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE AS ILLUSTRATED

ON SHEET GC006 AND IS SUBJECT TO THE APPROVAL OF THE COR. CONTRACTOR MAY SUBMIT

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

SUBJECT TO CHANGE AT THE DIRECTION OF THE COR AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE BASE.

8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES

SHALL BE PARKED IN THE STAGING AREA.

9. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A

PROFESSIONALLY PAINTED SIGN, MEETING COR APPROVAL, TO DIRECT MATERIAL SUPPLIERS,

EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE. THE SIGN SHALL READ

“CONSTRUCTION VEHICLES ONLY - NO VENDORS ALLOWED.”

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. REGISTERED VISA HOLDERS

ARE AUTHORIZED TO PERFORM WORK WITHIN A FEDERAL INSTALLATION AREA.

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 COR.

COORDINATION AND COMMUNICATION

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

APPROVAL OF THE COR, 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 COR PRIOR

TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN

ANY SUBCONTRACTORS AND THE COR. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE

CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE COR.

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

EMERGENCY:

a. ON-BASE EMERGENCY BASE EMERGENCY CENTER 865-336-3091

b. STANDARD SECURITY FORCES BASE DEFENSE OPERATIONS CENTER (BDOC) 865-336-3274

c. OWNER COR - MAJ J. DAVID BARRETT 865-336-4212

d. OTHER CONTACTS CONTRACTING OFFICER - CHIEF RICHARD LUSBY 865-336-3353

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA

AND ASSOCIATED ROADWAYS AND AIRFIELD AREAS BY USING BARRICADES APPROVED BY THE

COR.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY 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. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 10 BUSINESS DAYS TO BASE AND THE COR

FOR ROAD CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.

6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR

SHALL REQUEST THE COR TO SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION OF THE

AIRFIELD SHALL BE RE-OPENED UNTIL THE COR HAS COMPLETED INSPECTION AND APPROVED

THE RE-OPENING OF ACTIVE AREAS.

7. 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 COR.

AIRFIELD OPERATIONS COORDINATION

1. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT CLEARANCE

FROM BASE AND THE COR, AND SHALL CONDUCT WORK IN SUCH A MANNER TO ENSURE A

MINIMUM HINDRANCE TO AVIATION OPERATIONS. CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 14 DAYS TO BASE FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA. PEDESTRIAN

TRAFFIC AND PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT

OPERATIONS AREA. GOVERNMENT ESCORT IS REQUIRED AT ALL TIMES WHEN OPERATING IN THE

A.O.A.

2. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT AND

HELICOPTER LANDING GEAR, PROPELLERS AND ROTORS, OR OF BEING INGESTED BY JET

ENGINES SHALL NOT BE LEFT WITHIN ACTIVE AIRFIELD OPERATIONS AREAS. CONTRACTOR IS

REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO AIRFIELD FROM CONTRACTOR'S

EQUIPMENT OR OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE (FOD). MATERIAL

DROPPED WITHIN THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS

OR OTHER APPROVED METHODS DURING WORKING HOURS. CONSTRUCTION FENCE MAY BE

REQUIRED TO FULFILL THIS RESPONSIBILITY. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN

A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST

3. CONTRACTOR TO ATTACH A LAYER OF SILT FENCE TO THE BOTTOM OF TEMPORARY

CONSTRUCTION FENCE TO CONTROL FOD OR MATERIALS FROM GOING UNDER THE FENCES.

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF EM 385-1-1 REGULATIONS

AND THE STATE OF TENNESSEE 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 EM

385-1-1 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 COR.

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

5. 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 EM385-1-1 SAFETY AND

HEALTH REQUIREMENTS MANUAL, CURRENT EDITION.

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 COR AND SHALL BE KEPT IN AN ORDERLY CONDITION.

REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE

COR.

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

WITH THE COR.

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 SHEET CG100 THRU CG500 FOR EROSION AND SEDIMENT CONTROL

REQUIREMENTS.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT

RESULTING FROM WIND CONDITIONS.

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

ACTIVITIES TO A LIMIT ACCEPTABLE TO THE COR. 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 COR.

12. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR

FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR SHALL

PROVIDE A MINIMUM ADVANCE NOTICE OF 14 WORKING DAYS TO THE COR.

13. FAILURE TO COMPLY WITH SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF

CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE

CONTRACTOR TO THE SATISFACTION OF THE COR.

14. 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.

NOTIFICATION PROCEDURES FOR HIGH LEVEL OBSTRUCTIONS

DEFINITIONS:

HIGH LEVEL EQUIPMENT: THIS TERM REFERS TO EQUIPMENT THAT DURING USE WILL EXTEND TO A

HEIGHT ABOVE THE SURROUNDING BUILDINGS, INFRASTRUCTURE, AND TOPOGRAPHY.

USING ORGANIZATION: THIS TERM REFERS TO THE ORGANIZATION THAT REQUIRES THE USE OF

TEMPORARY OR PERMANENT OBSTRUCTIONS TO COMPLETE THEIR MISSION.

NOTIFICATION PROCESS FOR PERMANENT OBSTRUCTIONS:

STEP 1: USING ORGANIZATION NOTIFIES THE 134TH AIRFIELD MANAGEMENT OFFICE AT (865) 336-4419

OF THE REQUIREMENT FOR THE OBSTRUCTION AND THE PROPOSED LOCATION.

STEP 2: ONCE COORDINATION AND APPROVAL IS RECEIVED BY AIRFIELD MANAGEMENT, THE USING

ORGANIZATION SHALL SUBMIT AN AF FORM 332 TO THE CE CUSTOMER SERVICE MAILBOX

REQUESTING ENGINEERING SUPPORT AND APPROVAL OF THE PROPOSED OBSTRUCTION.

STEP 3: ONCE COORDINATION AND APPROVAL IS RECEIVED BY CIVIL ENGINEERING, THE USING

ORGANIZATION SHALL COMPLETE A FORM FAA 7460-1 – NOTICE OF PROPOSED

CONSTRUCTION OR ALTERATION. THE DRAFT 7460 SHALL BE REVIEWED AND APPROVED BY

THE 134TH AIRFIELD MANAGEMENT, FLIGHT SAFETY, AND CIVIL ENGINEERING.

STEP 4: THE 134TH CIVIL ENGINEERING WILL FINALIZE AND SUBMIT THE COMPLETED 7460 TO MKAA

ENGINEERING FOR FURTHER REVIEW AND COORDINATION THROUGH FAA.

STEP 5: THE FAA WILL REVIEW AND PROVIDE FINAL APPROVAL ONCE ALL QUESTIONS AND CONCERNS

ARE ADDRESSED.

STEP 6: DURING CONSTRUCTION OF THE PERMANENT OBSTRUCTION THE USER SHALL FOLLOW ALL

NOTIFICATION STEPS ASSOCIATED WITH TEMPORARY OBSTRUCTIONS SECTION ABOVE.

OBSTRUCTION MARKING REQUIREMENTS FLAG MARKERS. FLAGS ARE USED TO MARK

CERTAIN STRUCTURES OR OBJECTS WHEN IT IS TECHNICALLY IMPRACTICAL TO USE

SPHERICAL MARKERS OR PAINTING. SOME EXAMPLES ARE TEMPORARY CONSTRUCTION

EQUIPMENT, CRANES, DERRICKS, OIL AND OTHER DRILLING RIGS. CATENARIES SHOULD USE

SPHERICAL MARKERS.

OBSTRUCTION MARKING REQUIREMENTS

1. MINIMUM SIZE. EACH SIDE OF THE FLAG MARKER SHOULD BE AT LEAST 2 FEET (0.6M) IN LENGTH.

2. COLOR PATTERNS. FLAGS SHOULD BE COLORED AS FOLLOWS:

(a) SOLID. AVIATION ORANGE.

(b) ORANGE AND WHITE. ARRANGE TWO TRIANGULAR SECTIONS, ONE AVIATION ORANGE AND

THE OTHER WHITE TO FORM A RECTANGLE.

(c) CHECKERBOARD. FLAGS 3 FEET OR LARGER SHOULD BE A CHECKERBOARD PATTERN OF

AVIATION ORANGE AND WHITE SQUARES, EACH 1 FOOT PLUS OR MINUS 10 PERCENT.

3. SHAPE. FLAGS SHOULD BE RECTANGULAR IN SHAPE AND HAVE STIFFENERS TO KEEP THEM

FROM DROOPING IN CALM WIND.

4. DISPLAY. FLAG MARKERS SHOULD BE DISPLAYED AROUND, ON TOP, OR ALONG THE HIGHEST

EDGE OF THE OBSTRUCTION. WHEN FLAGS ARE USED TO MARK EXTENSIVE OR CLOSELY

GROUPED OBSTRUCTIONS, THEY SHOULD BE DISPLAYED APPROXIMATELY 50 FEET APART. THE

FLAG STAKES SHOULD BE OF SUCH STRENGTH AND HEIGHT THAT THEY WILL SUPPORT THE

FLAGS ABOVE ALL SURROUNDING GROUND, STRUCTURES, AND/OR OBJECTS OF NATURAL

GROWTH.

** IF NIGHT OPERATIONS ARE REQUIRED SPECIAL COORDINATION WITH AIRFIELD MANAGEMENT

MUST OCCUR TO ENSURE PROPER LIGHTING OF THE OBSTRUCTION BEFORE ADVISORY

APPROVAL. **

A 06-22-17 A.2 SUBMITTAL RB

B 10-10-17 B.1 SUBMITTAL RB