W912QR21R0006Plans_Vol1-0000.pdf

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US Army Corps of Engineers

VICINITY MAP LOCATION MAP

N

N

TOLEDO

SANDUSKY

LORAIN

EUCLID

ASHTABULA

CLEVELAND

WARREN

YOUNGSTOWN

KENT

AKRON

ALLIANCE

BARBERTON

STRONGSVILLE

ELYRIA

FREMONT

NORWALK

BOWLING GREEN

DEFIANCE

FOSTORIA

FINDLAY

VAN WERT

LIMA

BUCYRUS

ASHLAND

WOOSTER

MASSILLON

CANTON

EAST LIVER POOL

NEW PHILADELPHIA

STEUBENVILLE

MT. VERNON

COSHOCTON

CAMBRIDGE

NEWARK

ZANESVILLE

GAHANNA

LANCASTER

WESTERVILLE

UPPER ARLINGTON

BELLEFONTAINE

SIDNEY

S

C

I O

T

O

MARION

MANSFIELD

GREENVILLE

SPRINGFIELD

DAYTON

BEAVERCREEK

WASHINGTON COURT HOUSE

KETTERING

MIDDLETOWN

HAMILTON

FAIRFIELD

CINCINNATI

HILLSBORO

JACKSON

CHILLICOTHE

ATHENS

GALLIPOLIS

PORTSMOUTH

MARIETTA

M

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K

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H

I O

IRONTON

GRAND

LAKE

COLUMBUS

CIRCLEVILLE

CAMPBELL

HILL 1549

PARMA

PYMATUNING

RESERVOIR

CUYAHOGA FALLS

SITE

LOCATION

PROJECT

LOCATION

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

ACCEPTANCE OF ALL DRAWINGS IN THIS SET AS SHOWN IN THE INDEX

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

ACCEPTANCE OF ALL DRAWINGS IN THIS SET AS SHOWN IN THE INDEX

REVIEWED BY:

QUALITY ASSURANCE DATE

ACCEPTANCE RECOMMENDED:*

PROJECT ENGINEER / ARCHITECT DATE

ACCEPTED:*

CHIEF, ENGINEERING DIVISION DATE

* THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY CORPS OF ENGINEERS, LOUISVILLE DISTRICT.

INDIVIDUALS WHOSE SIGNATURE AND REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT; SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

LOUISVILLE DISTRICT

WRIGHT-PATTERSON AIR FORCE BASE, OHIO (AFMC)

FY 21 REPLACE HYDRANT FUEL SYSTEM

VOLUME 1 OF 2

DESIGN SOLICITATION: P.N. DESC1907

SOLICITATION NO.: --

CONTRACT NO.: W9128F-17-D-0019

P2 NUMBER: 471113

ISSUE DATE: --

20 November 2020

W912QR21R0006

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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DRAWING INDEX - VOLUME I

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COMPACTED SUBGRADE (DETAIL)

MISCELLANEOUS MATERIAL (DETAIL)

CULVERT WITH END SECTIONS

BUILDINGS AND STRUCTURES

6" DRAINAGE LAYER (DETAIL)

SECTION INDICATORS

SIGN

CENTERLINE

MATCH LINE

END SECTION

LETTER DESIGNATION

OF SECTION/DETAIL

DWG. NO. WHERE

SECTION IS DETAILED

PROPOSED DESCRIPTION

PROPOSED LEGEND

PROPOSED DESCRIPTION

ABBREVIATIONS

EXISTING DESCRIPTION

SURVEY LEGEND

SANITARY SEWER

STORM WATER SEWER

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

FUEL MAIN PIPE

GAS LINE

WATER MAIN

FENCE

CONCRETE (DETAIL)

ASPHALT (DETAIL)

UTILITY EASEMENT

BUILDING LINE

STORM SEWER

S

D

CO

FIRE HYDRANT

GAS VENT PIPE (GVP)

ROOF OVERHANG

FOUND PROPERTY CORNER

SANITARY SEWER

WATERLINE VALVE

SSCO CLEANOUT

GASLINE VALVE

LIGHT POLE

CO

FLUSH MOUNT LIGHT

CLEANOUT

SPOT ELEVATION

SURVEY CONTROL MONUMENT

E

COMMUNICATIONS MANHOLE

SINGLE GRATE DROP INLET

DOUBLE GRATE DROP INLET

EMH - ELECTRIC MANHOLE

C

E

MISCELLANEOUS STRUCTURE

/TREES DEMOLITION

SAWCUT (FULL DEPTH)

MISCELLANEOUS DEMOLITION

UTILITY DEMOLITION

CHAIN-LINK FENCE

SEEDED AREA

GRAVEL SERVICE DRIVE

SITE CONCRETE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED SURFACE SLOPE

PROPOSED SPOT ELEVATION

LIMITS OF WORK

SF SILT FENCE

-0.50%

1277.16

SF SILT FENCE

1277.16

-0.50%

LIMITS OF WORK

PROPOSED SPOT ELEVATION

PROPOSED SURFACE SLOPE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

TEMPORARY ASPHALT

CONSTRUCTION ACCESS ROAD

SITE ASPHALT PAVEMENT

GRANULAR MATERIAL (DETAIL)

AGGREGATE (DETAIL)

X

ELECTRIC OR TELEPHONE

JUNCTION BOX

CATHODIC PROTECTION

TEST STATION

OH

F

X

DESCRIPTION

STORM INLET PROTECTION

(SILT FENCE)

EXISTING MAJOR CONTOUR815

815.5 EXISTING MINOR CONTOUR

ST

MILL / OVERLAY DEMOLITION

ASPHALT DEMOLITION

CONCRETE DEMOLITION

CLEARING AND GRUBBING

MILL / OVERLAY AND

CONCRETE RUBBLIZATION

MILL / OVERLAY AND RUBBLIZE

CONCRETE RUNWAY KEEL SECTION

AAFM ASSISTANT AIRFIELD MANAGER

ABC AGGREGATE BASE COURSE

AC ADVISORY CIRCULAR

AC ACRE

ACM

ASBESTOS CONTAINING

MATERIAL

AFB AIR FORCE BASE

AFI AIR FORCE INSTRUCTIONS

AGL ABOVE GROUND LEVEL

ASTM

AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ATFP

ANTI-TERRORISM/FORCE

PROTECTION

ATAC

AIRBORNE TACTICAL

ADVANTAGE COMPANY

ATCT AIR TRAFFIC CONTROL TOWER

BBL BARREL

B/C BACK OF CURB

BCE BASE CIVIL ENGINEERING

BLDG BUILDING

B/L BUILDING LINE

BM BENCHMARK

CATV CABLE TELEVISION

C/COMM COMMUNICATIONS

CB CATCH BASIN

C-C CENTER TO CENTER

CDV CONTAINMENT DRAIN VALVE

CE CIVIL ENGINEER

CEG CIVIL ENGINEER GROUP

CEIEA

CIVIL ENGINEERING

INSTALLATION ENVIRONMENTAL

ASSESSMENT

CD CONTAINMENT DRAIN

CL C/L CENTER LINE

CMH COMMUNICATIONS MANHOLE

COE CORPS OF ENGINEERS

CONC CONCRETE

CPNODE

CATHODIC PROTECTION

SYSTEM NODE

CI CURB INLET OR CAST IRON PIPE

CGI CURB/GUTTER INLET

C.L. FEN CHAIN-LINK FENCE

CO CLEAN OUT

COMM COMMUNICATION

CONC CONCRETE

COR

CONTRACTING OFFICER'S

REPRESENTATIVE

DCW DOMESTIC COLD WATER

DEPT DEPARTMENT

DI DUCTILE IRON OR DROP INLET

DIA DIAMETER

DS DOWNSPOUT

DWG DRAWING

E EAST

E ELECTRICAL

ECP ENTRY CONTROL POINT

EFSO EMERGENCY FUEL SHUT OFF

ELEC ELECTRICAL

EL/ELEV ELEVATION

EMH ELECTRICAL MANHOLE

EPDS

ELECTRICAL POWER

DISTRIBUTION SYSTEM

FAA

FEDERAL AVIATION

ADMINISTRATION

FD FOUND

FDC

FIRE DEPARTMENT

CONNECTION

FES FLARED END SECTION

FH FIRE HYDRANT

FHWA

FEDERAIL HIGHWAY

ADMINISTRATION

F/FL FINISH FLOOR

FL FLOW LINE

FM FORCE MAIN

FOD FOREIGN OBJECT DEBRIS

FT FOOT

FW FIREWATER

G GAS

GAS REG GAS REGULATOR

GCA

GRANULAR COARSE

AGGREGATE

GI GRATED INLET

GM GAS METER

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GSV GAS SERVICE VALVE

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

HQ HEADQUARTERS

INV INVERT

IW INDUSTRIAL WASTE

IWFM INDUSTRIAL WASTE FORCE MAIN

IWLS

INDUSTRIAL WASTE LIFT

STATION

IWMH INDUSTRIAL WASTE MANHOLE

IWTP

INDUSTRIAL WASTE TREATMENT

PLANT

IV IRRIGATION VALVE

JF JET FUEL

LEV LOW-EMITTING VEHICLE

MAX MAXIMUM

MCD MIAMI CONSERVANCY DISTRICT

MH MANHOLE

MIN MINIMUM

MUTCD

MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

MW MONITORING WELL

N NORTH

NAVAID NAVIGATIONAL AIDS

NIC NOT IN CONTRACT

NO NUMBER

NOTAM NOTICE TO AIRMEN

NPW NON-POTABLE WATER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPS OPERATIONS

OSHA

OCCUPATIONAL SAFETY &

HEALTH ADMINISTRATION

PBX PULL BOX

PCAN PULL CAN

PCC PORTLAND CEMENT CONCRETE

PE POLYETHYLENE

PED PEDESTAL

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

P/L PROPERTY LINE

PM PROJECT MANAGER

PMT PAD MOUNT TRANSFORMER

POL

PETROLEUM, OIL, AND

LUBRICANTS

POV PRIVATELY OWNED VEHICLE

PRT PROCESS RECOVERY TANK

PVC POLYVINYL CHLORIDE

PWU PUBLIC WORKS & UTILITIES

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD

RFDC

REMOTE FIRE DEPARTMENT

CONNECTION

R/W RIGHT OF WAY

SAN SANITARY SEWER

SD STORM DRAIN

SDI STORM DRAIN INLET

STD STORM DRAIN TANK

S.R. FEN SPLIT-RAIL FENCE

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE MAIN

SSHO

SITE AND SAFETY AND HEALTH

OFFICER

SSLS SANITARY SEWER LIFT STATION

SSMH SANITARY SEWER MANHOLE

ST, SD

STORM SEWER, STORM DRAIN,

STREET

STM STORM

SWP3

STORM WATER POLLUTION

PREVENTION PLAN

SWPP

STORM WATER POLLUTION

PREVENTION

TBM TEMPORARY BENCHMARK

T/C TOP OF CURB

TELE TELEPHONE

TEMP TEMPORARY

TW TAXIWAY

TYP TYPICAL

UD UNDERDRAIN

UFC UNIFIED FACILITIES CRITERIA

UG UNDERGROUND

USAF UNITED STATES AIR FORCE

USC UNITED STATES CODE

UST UNDERGROUND STORAGE TANK

UXO UNEXPLODED ORDINANCE

W, WA

WATER

WM WATER METER

WPAFB

WRIGHT PATTERSON AIR FORCE

BASE

WSV WATER SERVICE VALVE

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMER ELECTRICAL TRANSFORMER

DESCRIPTION DESCRIPTION

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EDPS SYMBOL

COMMUNICATION LINE

LIGHT POLE

FOUNDATION/FIXTURE

COMM

EPDS

LIGHT POLE

FOUNDATION/FIXTURE

COMPACTED SUBGRADE (DETAIL)

EU

ABOVE GROUND HOT WATER

LINE

FIRE WATER LINE

WATER LINE

DOMESTIC WATER LINE

CONTAINMENT DRAIN LINE

STORM DRAIN LINE

SANITARY SEWER LINE

BELOW GRADE FUEL LINE

ABOVE GRADE FUEL LINE

6" CD

6" SS

12" JF

2" DCW

8" W

6" SD

10" FW

CONTAINMENT DRAIN VALVE

STORM CONCRETE HEADWALL

STORM MANHOLE

CONTAINMENT DRAIN INLET

CATCH BASIN

FIRE HYDRANT

WATER GATE VALVE AND VALVE

BOX

CDT-1

SDI-1

CDV-1

HW-1

U/E

B/L

ROH

SGDI

DGDI

SWALE / DRAINAGEWAY

E

C

DOWELED CONSTRUCTION JOINT

DOWELED CONTRACTION JOINT

CDT CONTAINMENT DRAIN TANK

SDMH STORM DRAIN MANHOLE

10/29/20

ARIMS: 200A Disposition: Maintain for 15yrs after construction

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EPDS

E

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EPDS

EPDS

PP#_

CO

CP

W

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CC

W

W

C

C

C

C

W

C

C

S

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E

C

C

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M

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C

TBM 1

TBM

WEST RAMP FLANGE

CONNECTION PIT

TOP EL. = 816.91

EMERGENCY FUEL

SHUT OFF (TYP)

UNDERGROUND

HOT WATER LINES

MH NOT FOUND

UPSTREAM

C

B

CB

C

B

CB

CB

C

B

C

B

C

B

CB

C

B

CB

C

B

CB

C

B

CB

CB

CB

E

E

E

E

E

E

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CB

C

B

M

100N 673466.92

E 1535270.49

ELEV 816.26

101N 673234.21

E 1535063.08

ELEV 816.01

N

673505.54

E 1535457.42

ELEV 817.00

W

P3

N 673517.54

E 1535428.71

ELEV 816.78

W

P4N 673324.63

E 1535198.98

ELEV 816.14

W

P5N 673185.02

E 1535030.49

ELEV 815.06

W

P6

N 673398.56

E 1534821.21

ELEV 815.60

SCHWIENFORT AVE

V A

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SCALE 1"=1000'

LOCATION PLAN

A1

RUNWAY 5R-23L

TW B

PROJECT LOCATION

OLD GATE 26A (CLOSED)

GATE 16A

RUNWAY 5L-23R

TW A

TW A

WEST RAMP

LO

O

P R O

AD

D

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AIRFIELD TRAFFIC CONTROL

TOWER (ATCT) AIR OPERATIONS

AIRFIELD MANAGEMENT (BUILDING 206)

FIRE DEPARTMENT

S

K

E

V

E

MEDICAL CENTER

GATE 12A

STATE ROUTE 844

PASS AND

REGISTRATION

(BUILDING 286)

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(STATE RT 4)

FIRE DEPARTMENT

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GENERAL NOTES:

1. WRIGHT PATTERSON AFB BASE CIVIL ENGINEERING FORM AF-103 DIG PERMIT

SHALL BE OBTAINED FROM THE 88TH AIR BASE WING CE OFFICE FOR APPROVAL

SIGNATURES. THIS MAY TAKE APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE.

UPON COMPLETION CONTRACTOR SHALL CALL OHIO UTILITY PROTECTION SERVICE

FOR UTILITY LOCATE SERVICES AT 1-800-862-2764.

2. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460 IN REFERENCE TO THE

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. SEE TEMPORARY

CONSTRUCTION CRANE AND STOCKPILE HEIGHT NOTES ON GC004. CONTRACTOR

SHALL COORDINATE WITH WRIGHT PATTERSON BASE CE OFFICE FOR ANY

TEMPORARY AIRFIELD WAIVERS. REQUEST LOCAL AIRFIELD CONSTRUCTION

WAIVERS FROM 88TH ABW/CENP COMMUNITY PLANNING AT LEAST 45-60 DAYS

PRIOR TO CONSTRUCTION ACTIVITY START DATE. LOCAL AIRFIELD CONSTRUCTION

WAIVERS WILL BE APPROVED AFTER THE CONTRACTOR HAS RECEIVED FAA

APPROVAL/DETERMINATION.

3. REFER TO THE PLANS AND SPECIFICATIONS FOR DETAILS ON STORMWATER

POLLUTION PREVENTION MEASURES FOR THIS PROJECT. CONTRACTOR IS

RESPONSIBLE FOR FOLLOWING THE SWPPP AND FOLLOWING ALL OHIO

ENVIRONMENTAL PROTECTION AGENCY REQUIREMENTS FOR EROSION CONTROL.

4. THE STABILIZED CONSTRUCTION ACCESS ROAD ENTRANCE LOCATION, AS SHOWN

ON THE PLANS, SHALL BE INSTALLED BY THE CONTRACTOR AND COORDINATED

AND APPROVED BY THE CONTRACTING OFFICER AND AIRFIELD OPERATIONS.

5. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT AIRFIELD

MANAGEMENT, EXTERIOR ELECTRIC OR COMMUNICATIONS SHOPS, AND

CONTRACTING OFFICER, IF A UTILITY LINE OR COMMUNICATIONS CABLE IS

DISTURBED.

6. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF CONSTRUCTION

DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL PROVIDE EQUIPMENT AND

PERSONNEL TO CLEAN ANY STREETS AS REQUESTED BY THE CONTRACTING

OFFICER. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING

AREAS, AND BASE OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR

CONSTRUCTION ACTIVITIES. PRIOR TO THE START OF CONSTRUCTION, DOCUMENT

THE CONDITION OF ALL HAUL ROUTES WITH THE CONTRACTING OFFICER USING

VIDEO AND PHOTOGRAPHS. ACCESS POINTS, HAUL ROUTES, LAYDOWN AREA AND

ANY OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR A

PRE-CONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF ACCESS

POINTS, HAUL ROUTES, AND LAYDOWN AREAS TO BE PERFORMED. THESE AREAS

INCLUDE BUT ARE NOT LIMITED TO, THE STAGING AREA, VEHICLE HAUL ROUTES

AND AIRFIELD HAUL ROUTES, AND ANY ACCESS ROADS. FOR ADDITIONAL

INFORMATION CONTACT 88 CEG/CEIEA AIR PM, CHRIS TUMBUSCH AT 937-257-2455

OR CHRISTOPHER.TUMBUSCH@US.AF.MIL.

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

STATE, LOCAL, AND GOVERNMENT REGULATORY AGENCIES AND THE

CONTRACTING OFFICER.

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

SPECIFICATIONS, STATE, 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 CONTRACTING OFFICER IN

WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL BE CONSIDERED

FINAL.

9. INSTALL A TEMPORARY FENCE AROUND THE CONSTRUCTION STAGING AREA AND

LAYDOWN AREAS FOR SECURITY OF EQUIPMENT AND MATERIALS AS DIRECTED BY

CONTRACTING OFFICER.

10. CONSTRUCTION SITE PERIMETER FENCE SHALL BE 4 FOOT TALL ORANGE SAFETY

FENCE AND SHALL BE PROPERLY SECURED. THE CONTRACTOR SHALL INSTALL A 7

FOOT CHAIN LINK FENCE AND DOUBLE LEAF SECURITY GATE FOR ACCESS INTO THE

AOA.

11. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE CONTRACTING

OFFICER. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN BASE APPROVAL IS

RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT THEIR POINT OF

CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW UTILITIES TO EXISTING

UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE THE

EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS AND

DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

12. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING

UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR TO

EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH GREATER

THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE EXPOSED. UTILITY

ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE CONFLICTS WITH ANY

EXISTING UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THE

PLANS OR NOT. COORDINATE WITH THE CONTRACTING OFFICER AND DESIGN

ENGINEER.

13. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY

MATERIAL STOCK PILES AS NECESSARY TO CONTROL EROSION AND STORM WATER

RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

ACCESS AND SAFETY NOTES:

1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES, AND

EQUIPMENT IS ILLUSTRATED ON THE DRAWINGS. ACCESS ROUTES MAY BE

SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON WRIGHT

PATTERSON AFB. POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH

THE CONTRACTING OFFICER.

2. THE EXISTING BASE ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY

ENFORCED. ALL OVERWEIGHT VEHICLES, PER THE FEDERAL HIGHWAY

ADMINISTRATION, SHALL PUT DOWN EXTRA AXLES WHEN TRAVELING ON WRIGHT

PATTERSON AFB PROPERTY.

3. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN,

MEETING CONTRACTING OFFICER APPROVAL, AT THE TEMPORARY CONSTRUCTION

ENTRANCE TO THE STAGING AREA TO DIRECT MATERIAL SUPPLIERS AND

EMPLOYEES TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE A

MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER REGARDING

OVERSIZED OR CONSTRUCTION DELIVERIES TO THE WRIGHT PATTERSON AFB

TRUCK GATE PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED

MONDAY - FRIDAY, 0600 TO 1800. CONTRACTOR SHALL COORDINATE DELIVERIES

WITH BASE SECURITY FORCES BY SUBMISSION OF THE CORRECT ENTRY PASS

PAPERWORK VIA THE CONTRACTING OFFICER.

4. CONTRACTOR'S STAGING AREA AND POV EMPLOYEE PARKING WILL BE LOCATED AS

INDICATED ON SHEETS GC006 AND GC007, AND AS DIRECTED BY THE CONTRACTING

OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES TO STAGING AREA LOCATIONS

AS SHOWN. CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL OF

CONTRACTING OFFICER. SUBMIT PROJECT OFFICE/MATERIAL STAGING AREA

REQUEST TO 88TH ABW/CENP COMMUNITY PLANNING

(88THABW.CEAO.COMMUNITY@US.AF.MIL) AT LEAST 30 DAYS PRIOR TO REQUIRED

OCCUPANCY DATE.

5. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH THAT

UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO

THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND

FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE HAUL ROAD

LOCATIONS SHALL BE AS INDICATED IN SHEETS GC006, AND GC007 AND APPROVED

BY THE CONTRACTING OFFICER.

6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A

MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL

TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.

7. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING BORROW

AREAS, STOCKPILE AREAS, MATERIAL LAYDOWN , EQUIPMENT PARKING,

CONTRACTOR PARKING, EARTHWORK ACTIVITIES, UTILITY TRENCHING, ETC. SHALL

BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. ALL AREAS NOT

DESIGNATED FOR PAVEMENT OR GRAVEL SURFACING SHALL BE COVERED WITH A

MINIMUM 4-INCHES OF TOPSOIL, SEEDED, AND IRRIGATED/MAINTAINED FOR A

MINIMUM OF 12 MONTHS OR UNTIL 95% COVERAGE OF GROUND COVER PER THE

UFGS SECTION 32 92 19.

8. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY WRIGHT

PATTERSON AFB SECURITY POLICE WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL ENTERING WRIGHT PATTERSON AFB MUST

HAVE A VALID PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL VEHICLES

ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION, CURRENT/VALID

INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE FOR THE OPERATOR. ALL

CONTRACTOR VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR

COORDINATING WITH THE BASE SECURITY OFFICER IN OBTAINING PROPER

SECURITY CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS.

9. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES: PERIODIC AIR FORCE

EXERCISES MAY OR MAY NOT IMPACT DAILY ENTRY PROCEDURES TO WORK AREAS

ON WRIGHT PATTERSON AFB. IN ADDITION, ALL CONTRACTOR PERSONNEL MAY BE

REQUIRED TO LEAVE AN AREA AND RE-ACCOMPLISH ENTRY PROCEDURES. IN THE

EVENT OF AN EMERGENCY THAT REQUIRES EVACUATION FROM THE AREA,

CONTRACTOR SHALL COMPLY WITH THE INSTRUCTIONS FROM SECURITY FORCES

AND AIRFIELD MANAGEMENT AS APPLICABLE.

10. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET FACILITIES FOR

HIS WORKERS WITHIN THE CONSTRUCTION ZONE. CONTRACTOR WORKERS SHALL

NOT USE GOVERNMENT FACILITIES UNLESS SPECIFICALLY INDICATED OTHERWISE.

LOCATIONS OF FACILITIES SHALL BE COORDINATED WITH CONTRACTING OFFICER.

11. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE WORK

AREA/STAGING AREA.

12. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S

REPRESENTATIVE CONCERNING ANY GOVERNMENT OWNED EQUIPMENT

REQUIRING RELOCATION TO COMPLETE THE PROJECT.

13. 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.

14. THE CONTRACTOR SHALL ATTEND THE PRE-CONSTRUCTION MEETING, WEEKLY

CONSTRUCTION PROGRESS MEETINGS, AND DAILY CONSTRUCTION OPERATIONS

MEETINGS AT A LOCATION TO BE DETERMINED BY THE CONTRACTING OFFICER.

15. THE GOVERNMENT WILL ALLOW THE CONTRACTOR TO OBTAIN WATER AND

ELECTRIC SERVICE AT NO COST FOR THE CONSUMABLE COMMODITY. THE

CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH EQUIPMENT,

TRANSMISSION CONNECTIONS, ETC. ALL OTHER UTILITY CONNECTIONS MUST BE

ARRANGED AND PAID FOR DIRECTLY BY THE CONTRACTOR WITH THE

APPROPRIATE UTILITY AGENCY. DETERMINE THE AVAILABILITY OF UTILITIES AND

COORDINATE SETUP AND ACTIVATION OF THOSE UTILITIES WITH THE CONTRACTING

OFFICER.

16. THE CONTRACTOR IS RESPONSIBLE FOR TRANSPORTATION OF CONTRACT

EMPLOYEES TO AND FROM THE PROJECT SITE IN A CONTRACTOR MARKED VEHICLE

WITH A VEHICLE PASS. PERSONAL VEHICLES CANNOT BE PARKED IN THE

CONTRACTORS AIRFIELD WORK AREA.

TRAFFIC CONTROL:

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY

DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.

CONTRACTOR SHALL PROVIDE EACH CRANE WORKING INSIDE THE AIRFIELD

SECURITY FENCE WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD BE AT

LEAST 3-FOOT SQUARE HAVING INTERNATIONAL ORANGE AND WHITE CHECKERED

PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO

SOUND AN ALARM WHEN MOVING IN REVERSE.

3. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT-TO-REMAIN. STEEL BUCKETS FROM CONSTRUCTION EQUIPMENT SHALL

NOT BE PLACED IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN.

4. CONTRACTOR SHALL PROVIDE A MINIMUM 21 DAY NOTICE TO WRIGHT PATTERSON

AFB AND THE CONTRACTING OFFICER PRIOR TO ANY REQUESTED ROAD CLOSURE.

THE 21 DAY ADVANCE NOTICE DOES NOT MEAN THE REQUEST WILL BE

AUTOMATICALLY APPROVED. THE 21 DAYS PROVIDES NECESSARY TIME FOR THE

COR TO COORDINATE AND VERIFY IF CLOSURE IS ACCEPTABLE. CONTRACTOR

SHALL WORK WITH THE BASE CE AND CONTRACTING OFFICER TO FINALIZE DATES

IF THE BASE HAS CONFLICTS WITH OTHER ACTIVITIES AND AIRFIELD MANAGEMENT.

5. CONTRACTOR SHALL ATTEND CONTROLLED AREA TRAINING AND AIRFIELD DRIVING

COURSE AS REQUIRED/DETERMINED BY THE AIRFIELD MANAGER (AFM) OR

ASSISTANT AIRFIELD MANAGER (AAFM). COORDINATE WITH AFM/AAFM FOR

SCHEDULING.

5.a. AIRFIELD TRAINING WILL CONSIST OF AIRFIELD DRIVING TRAINING TO QUALIFY

PERSONNEL TO DRIVE ON THE AIRFIELD. DEPENDING ON WHETHER OR NOT

THE CONTRACTOR WILL BE REQUIRED TO CONTACT THE TOWER WILL

DETERMINE THE LENGTH OF THE COURSE. IF RADIO COMMUNICATIONS IS

REQUIRED, CLASS CAN LAST UP TO 8 HOURS DEPENDING ON THE SIZE OF THE

CLASS. IF NOT, TRAINING CAN BE ACCOMPLISHED IN APPROXIMATELY 4 HOURS.

AGAIN, BASED ON THE SIZE OF THE CLASS. CONTRACTOR TO ASSUME 8 HOUR

TRAINING SESSION FOR THE PERSONNEL INDICATED BELOW.

5.b. ADDITIONAL TRAINING WILL CONSIST OF A 30-MINUTE BRIEF REGARDING

PROCEDURES AND PROTOCOLS WHILE WORKING IN THE AIRFIELD

CONTROLLED AREA. ALL PERSONNEL WHO WILL BE WORKING ON THE AIRFIELD

PRIOR TO THE ESTABLISHMENT OF THE FREE ZONE WILL NEED TO

ACCOMPLISH THIS TRAINING.

5.c. PERSONNEL WHO TYPICALLY ATTEND THIS TRAINING ARE:

PRIME AND/OR SUBCONTRACTOR SUPERINTENDENT

PRIME AND/OR SUBCONTRACTOR FOREMAN

PRIME SSHO AND QUALITY CONTROL

ALTERNATE PERSONNEL SHALL ATTEND IF ANY OF THE ABOVE ARE UNABLE TO

COMPLETE THIS TRAINING. SUBCONTRACTORS ARE NOT REQUIRED TO ATTEND

BUT HIGHLY RECOMMENDED, BUT THE PRIME CONTRACTOR SUPERINTENDENT,

FOREMAN, SSHO AND QC ARE REQUIRED TO ATTEND. IF THEY WOULD LIKE TO

ADD PERSONNEL, THEY CAN COORDINATE WITH USACE/AIRFIELD

MANAGEMENT PRIOR TO CLASS DATE.

6. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS DEPOSITED ON

ADJACENT AIRFIELD PAVEMENTS, HAUL ROUTES, ONTO SITE, ETC. FROM

CONTRACTOR'S EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE

AREAS SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER

APPROVED METHODS DURING WORKING HOURS. CONTRACTOR TO MAINTAIN ONE

FULLY OPERATIONAL STREET SWEEPER/VAC TRUCK ON SITE AT ALL TIMES (WITH

ADDITIONAL ON-SITE BACK UP VEHICLE.)

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

MOVEMENT RESULTING FROM AIRCRAFT PROP WASH OR JET BLAST.

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AIRFIELD OPERATIONS COORDINATION

NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC)

150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION

(CURRENT EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA

WITHOUT CLEARANCE FROM AIRFIELD MANAGEMENT AND THE

CONTRACTING OFFICER, AND SHALL CONDUCT WORK IN SUCH A MANNER

TO ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS.

CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 DAYS TO AIRFIELD

MANAGEMENT FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA.

PEDESTRIAN TRAFFIC AND PRIVATELY OWNED VEHICLES SHALL NOT BE

ALLOWED IN THE AIRCRAFT OPERATIONS AREA. CONSTRUCTION ACTIVITY

AFFECTING AIRCRAFT MOVEMENT AREAS AND AIRFIELD SAFETY

REQUIREMENTS SHALL BE COORDINATED WITH BASE AIRFIELD

OPERATIONS AND THE CONTRACTING OFFICER. NO AIRCRAFT OPERATIONS

AREA SHALL BE CLOSED, TEMPORARY OBSTRUCTIONS ERECTED OR ANY

OTHER CONSTRUCTION ACTIVITY POTENTIALLY HAZARDOUS TO AIRCRAFT

OPERATIONS TO TAKE PLACE WITHOUT A MINIMUM 21 DAY NOTICE,

COORDINATION WITH AND APPROVAL FROM THE AIRFIELD MANAGER AND

CONTRACTING OFFICER.

3. VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED BY AN APPROPRIATELY

SIZED FLASHING OR STEADY BURNING AMBER BEACON MOUNTED ON THE

UPPER MOST PART OF THE VEHICLE OR EQUIPMENT SUCH THAT IT IS

CONSPICUOUS FROM ANY DIRECTION INCLUDING FROM THE AIR.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 DAYS TO THE

CONTRACTING OFFICER AND AIRFIELD MANAGER REGARDING THE NEED

FOR ISSUE OF NOTICES TO AIRMEN (NOTAM) TO APPRAISE THE FLYING

COMMUNITY OF ALL AIRFIELD/AIRSPACE CLOSURES AND/OR RESTRICTIONS

AND ANY POTENTIALLY HAZARDOUS CONDITIONS FOR AIRCRAFT

OPERATIONS DUE TO CONTRACTOR ACTIVITIES. NOTAMS SHALL BE ISSUED

IN ACCORDANCE WITH AC 150/5370-2G OPERATIONS SAFETY ON AIRPORTS

DURING CONSTRUCTION, AND AC 150/5200-28F NOTICES TO AIRMEN FOR

AIRCRAFT OPERATORS. CONTRACTOR SHALL NOT COMMENCE WORK

ACTIVITIES ON AIRFIELD AREAS UNTIL CONFIRMATION THAT APPROPRIATE

NOTAMS HAVE BEEN ISSUED AND APPROVAL FROM THE AIRFIELD

MANAGER.

5. APRON CLEARANCE AREAS SHALL BE MARKED IN THE FIELD BY THE

CONTRACTOR, WITH APPROVAL FROM THE CONTRACTING OFFICER AND

AIRFIELD MANAGER, TO SERVE AS AN AID TO KEEP EQUIPMENT AND

PERSONNEL FROM INADVERTENTLY ENTERING THESE AREAS.

CONTRACTOR SHALL REFER TO UFC 3-260-01 AND AFI 32-1042.

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

AIRCRAFT SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT OPERATION

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

APPROVED METHODS DURING WORKING HOURS. STOCKPILED MATERIAL

SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM AIRCRAFT PROP WASH OR JET BLAST. CONTRACTOR SHALL HAVE A

FULLY OPERATIONAL VACUUM TRUCK OR STREET SWEEPER ON SITE AT

ALL TIMES (WITH ADDITIONAL ON-SITE BACK-UP VEHICLE) TO CLEAN

ADJACENT AIRFIELD PAVEMENTS ON A DAILY BASIS AND AS REQUIRED BY

AIRFIELD MANAGEMENT.

7. ANY DAMAGE TO EXISTING AIRFIELD OR APRON LIGHTING, AIRCRAFT

NAVIGATIONAL AIDS (NAVAIDS), OR AIRFIELD PAVEMENTS-TO-REMAIN DUE

TO CONSTRUCTION SHALL BE COMMUNICATED TO THE CONTRACTING

OFFICER AND AIRFIELD MANAGER AND SHALL BE REPAIRED OR REPLACED

BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING

OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. HAVE ON SITE AT ALL TIMES, TWO PEOPLE CAPABLE OF OPERATING A

RADIO AND CAPABLE OF FLUENTLY SPEAKING AND COMPREHENDING THE

ENGLISH LANGUAGE TO COMMUNICATE WITH THE CONTROL TOWER AND

AIRFIELD MANAGEMENT. THIS PERSON MUST CONTINUALLY MONITOR THE

RADIO FOR NOTIFICATION OF AIRCRAFT EMERGENCIES, ADVERSE

WEATHER CONDITIONS, OR OTHER SITUATIONS THAT MAY REQUIRE THE

CONTRACTOR TO TEMPORARILY STOP WORK. THIS PERSON MAY PERFORM

OTHER DUTIES; HOWEVER, THOSE DUTIES MUST OCCUR IN AN AREA

WHERE NOISE WILL NOT PREVENT OR HINDER RADIO COMMUNICATION.

WHILE ONE PERSON MUST BE MONITORING THE RADIO AT ALL TIMES, A

SECOND PERSON CAPABLE OF HANDLING THIS DUTY MUST BE AVAILABLE

AT ALL TIMES AS BACKUP.

TEMPORARY CONSTRUCTION CRANE

AND STOCKPILE HEIGHT:

1. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND

LIGHTED IN ACCORDANCE WITH FAA AC 70/7460. ALL HAZARDOUS AREAS

(SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) ON THE AIRFIELD

MUST BE DELINEATED WITH LIGHTED BARRICADES ON ALL EXPOSED

(VISIBLE OR ACCESSIBLE) SIDES. CONTRACTOR SHALL PROVIDE ALL

NECESSARY INFORMATION TO THE BASE CE FOR CONSTRUCTION CRANES,

EQUIPMENT, AND RELATED EQUIPMENT, AND RELATED ACTIVITIES. ALL

FORMS SHALL BE APPROVED PRIOR TO USING OR BRINGING EQUIPMENT ON

SITE. BASE CE TO SUBMIT 7460 FORMS TO FAA FOR PERMANENT BUILDING.

CONTRACTOR TO SUBMIT 7460 FORMS TO FAA FOR ALL TEMPORARY

CONSTRUCTION.

2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC

150/5370-2GAND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY

OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 200'-0" IN

HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460

APPROVAL. COORDINATE WITH WRIGHT-PATTERSON BASE CE OFFICE FOR

LOCAL OBSTRUCTION APPROVAL. 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 AIRFIELD OPERATIONS

PRIOR TO THE START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL

OF FAA FORM 7460 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE

CRANES SHALL BE ISSUED BY BASE AIRFIELD OPERATIONS AND THE

CONTRACTING OFFICER AFTER APPROVAL BY THE FAA.

3. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT

STEADY BURNING FAA AC 150/5345-43, TYPE L-810. AIR FORCE POLICY DOES

NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION LIGHTING.

4. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE

BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

5. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS,

OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE

AVIATION SURFACES. A 360 DEGREE RED OBSTRUCTION LIGHT SHALL BE

PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF

MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.

OTHER SAFETY REQUIREMENTS:

1. IN CASE OF ON-BASE EMERGENCY AND NEED OF AMBULANCE, FIRE

DEPARTMENT, OR SECURITY FORCES RESPONSE DIAL 937-257-9111.

2. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

THE REQUIREMENTS OF USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENTS MANUAL.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND

PRIOR TO LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY

CONCERNS IMMEDIATELY.

4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY

TEMPORARY WASTE AREA 10 DAYS OR LESS SHALL BE APPROVED BY THE

CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION.

THE CONTRACTOR SHALL REMOVE WASTE THAT IS NOT PROPERLY

MAINTAINED AT THE DIRECTION OF THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF ANY

GOVERNMENT OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.

6. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO

CONTROL/PREVENT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A

LIMIT ACCEPTABLE TO AIRFIELD MANAGER. THE CONTRACTOR SHALL

CONTROL/PREVENT BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL

ROUTE OR WORK AREA REGARDLESS OF SOURCE.

7. GASOLINE, DIESEL FUEL, OIL, JET FUEL, 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.

8. FAILURE TO COMPLY WITH AIRFIELD SAFETY 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.

9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN

OR AIRFIELD SAFETY REQUIREMENTS SHALL IMMEDIATELY BE REMOVED

FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

10. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH

WRIGHT-PATTERSON AFB SECURITY AND AIRFIELD MANAGER FOR

APPROVAL OF LOCATIONS, HEIGHT, AND DIRECTION.

SECURITY REQUIREMENTS NOTES:

1. ACCESS TO WRIGHT-PATTERSON AIR FORCE BASE IS RESTRICTED AND

SUBJECT TO SPECIFIC SECURITY REQUIREMENTS. UPON NOTICE TO

PROCEED, IMMEDIATELY BEGIN COORDINATION WITH THE CONTRACTING

OFFICER TO ENSURE THE PRE-CLEARANCE OF PERSONNEL AND

EQUIPMENT IS COMPLETED AS REQUIRED BY THE SPECIFICATIONS.

ANYONE WITH AN ACTIVE WARRANT WILL BE APPREHENDED BY SECURITY

FORCES AND TURNED IN TO LOCAL AUTHORITIES.

2. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND

PROCEDURES OF “IAW AFFAR 5353.242-9000, CONTRACTOR ACCESS TO AIR

FORCE INSTALLATIONS”, IN ACCORDANCE WITH THE SITE ACCESS AS

INDICATED ON GC006 CONSTRUCTION ACCESS.

3. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO

IDENTIFICATION AT ALL TIMES WHILE WORKING INSIDE THE

WRIGHT-PATTERSON AFB SECURE PERIMETER.

4. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED

DEFENSE MEASURES THAT MAY BE NECESSARY DURING CONTINGENCY

OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE

INSPECTIONS, IDENTIFICATION CHECKS, ETC.

5. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE

NATURE OF THE MILITARY MISSION AT WRIGHT-PATTERSON AFB,

STRINGENT SECURITY PROCEDURES ARE ESTABLISHED TO ENSURE

MISSION SUCCESS. PART OF THE MISSION ASSURANCE PIECE IS TO

CONDUCT IDENTITY PROOFING AND VETTING OF ALL CONTRACTORS WHO

ENTER THE INSTALLATION. THE VETTING PROCESS INCLUDES AN

EXTENSIVE CRIMINAL HISTORY CHECK TO DETERMINE THE INDIVIDUAL'S

FITNESS FOR AUTHORIZATION TO ENTER THE INSTALLATION. THE PRIMARY

CONTRACTOR WILL ENSURE ALL EMPLOYEES WORKING AT THE

WRIGHT-PATTERSON AFB POSSESS PROPER CREDENTIALS ALLOWING

THEM TO WORK IN THE UNITED STATES. EXECUTIVE ORDER 12989

REQUIRES CONTRACTORS TO USE THE DEPARTMENT OF HOMELAND

SECURITY'S E-VERIFY SYSTEM FOR ALL EMPLOYEES WORKING ON FEDERAL

CONTRACTS. SEE PROJECT SPECIFICATIONS AND WRIGHT-PATTERSON AFB

SECURITY FOR FULL LISTING OF ALL REQUIREMENTS.

6. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS

AND/OR CREDENTIAL IS ISSUED. SECURITY FORCES PERSONNEL MAY ALSO

CONDUCT RANDOM SCREENING AT ANY TIME. IF DISQUALIFYING

INFORMATION IS FOUND, EMPLOYEES MAY BE DENIED ACCESS TO THE

INSTALLATION AND THE CONTRACTING OFFICER OR CONTRACT

ADMINISTRATOR WILL BE NOTIFIED OF THE DENIAL. DUE TO MANDATES OF

USC 552A (B) (3) AS RELATED TO PRIVACY ACT 1974 AS AMENDED, THE

INFORMATION CAN ONLY BE DISCUSSED WITH THE EMPLOYEE AND WILL

NOT BE EXPRESSED OUTSIDE OF LAW ENFORCEMENT.

7. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL

WRIGHT-PATTERSON AFB FORMS AT LEAST 7 DAYS PRIOR TO START OF

ANY WORK ON THE WPAFB PROPERTY, IF THE EMPLOYEE WILL BE

REQUIRED TO DRIVE ON THE INSTALLATION, HE/SHE MUST PRESENT A

VALID DRIVER'S LICENSE, STATE VEHICLE REGISTRATION AND PROOF OF

INSURANCE. FURTHER, THE VEHICLES AND EQUIPMENT MAY BE ESCORTED

DURING EXERCISE OPERATIONS AND MAY BE RENDERED IMMOBILE WHEN

NOT IN OPERATION BY THE REMOVAL OF IGNITION KEYS OR BY OTHER

READILY REVERSIBLE MEANS. CONTRACTOR VEHICLES ARE SUBJECT TO

SEARCH PRIOR TO ENTERING, WHILE TRANSITING AND/OR WHILE EXITING

THE INSTALLATION.

CONTRACTOR SAFETY PLAN

SUBMITTALS:

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND

PROPOSED PROJECT SCHEDULE TO THE CONTRACTING OFFICER FOR

ACCEPTANCE. THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS:

A. PROPOSED ACCESS POINTS, HAUL ROUTES, AND STAGING AREA.

B. TEMPORARY MARKING AND SIGNAGE TO BE USED.

C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL

DEVICES.

D. METHODS BY WHICH THE CONTRACTOR SHALL COMMUNICATE WITH

THE WRIGHT-PATTERSON AFB AND THE CONTRACTING OFFICER.

E. CONSTRUCTION SUPERINTENDENT

F. SITE SAFETY MANAGER

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 THE

CONTRACTING OFFICER TO COMPLETE AND SUBMIT THE STORM WATER

POLLUTION PREVENTION PLAN (SWP3) TO THE STATE OF OHIO FOR

APPROVAL.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY

WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE

PERMITTING PROCESS MAY INCLUDE BUT IS NOT LIMITED TO THE

SUBMISSION OF THE FOLLOWING TYPES OF PERMITS:

A. EROSION AND SEDIMENT CONTROL.

B. STORMWATER MANAGEMENT.

C. MONITORING WELLS.

D. SOLID AND HAZARDOUS WASTE.

E. DIGGING.

F. TRAFFIC.

G. WELDING PERMIT FOR ANY WELDING OR CUTTING OPERATIONS CAN BE

OBTAINED AT THE WRIGHT-PATTERSON AFB FIRE STATION.

H. FAA FORM 7460

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD

DRAWINGS IN CADD AND GIS FORMAT, SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER. AS-BUILTS FOR ALL UTILITY SYSTEMS AND

BUILDING STRUCTURES SHALL BE FIELD SURVEYED AND STAMPED BY A

LICENSED SURVEYOR IN THE STATE OF OHIO.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE

RESPONSIBLE FOR KEEPING TRACK OF ANY CONTRACTING OFFICER

APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON

APPROVED CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE USED

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. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON

AS-BUILTS.

COORDINATION AND COMMUNICATION:

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT,

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL

BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING

HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO

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

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.

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ENVIRONMENTAL NOTES:

1. ANY USE OF RADIOACTIVE MATERIALS, INCLUDING MOISTURE DENSITY GAUGES, MUST BE

APPROVED BY THE WPAFB RADIATION SAFETY OFFICER A MINIMUM OF 30 DAYS PRIOR TO BEING

BROUGHT ONTO WPAFB IN ACCORDANCE WITH SECTION 01 02 20, AND 40-201.

2. WPAFB IS A HABITAT FOR THE ENDANGERED EASTERN MASSASAUGA RATTLESNAKE (SHOWN IN

FIG.1). IF AN EASTERN MASSASAUGA RATTLESNAKE IS ENCOUNTERED ON THE PROJECT, HALT

WORK ACTIVITIES THAT MAY ENDANGER THE SNAKE AND CONTACT THE CONTRACTING OFFICER

IMMEDIATELY. PROTECT THE AREA UNTIL THE APPROPRIATE AUTHORITIES ARRIVE TO IDENTIFY

AND REMOVE THE SNAKE.

3. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL

REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF

SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS

THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO

EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION

PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM MIKE

VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) FOR ADDITIONAL INFORMATION.

4. THIS PROJECT IS WITHIN THE HUFFMAN WATERSHED AND REQUIRES THE CONTRACTOR TO

COORDINATE WITH AND TO ABIDE BY ALL MIAMI CONSERVANCY DISTRICT (MCD) REGULATIONS.

ANY STRUCTURE, FILL , CONCRETE, PAVEMENT, OR OTHER MATERIAL PLACED WITHIN THE

HUFFMAN RETARDING BASIN REQUIRES COORDINATION WITH THE MIAMI CONSERVATION DISTRICT

AND REQUIRES COMPLETION OF A STORAGE COMPENSATION AGREEMENT. THE CONTRACTOR IS

RESPONSIBLE FOR COMPLETING THE COMPENSATION AGREEMENT, INCLUDING PAYING ALL FEES

AND ASSOCIATED COSTS. FILL MATERIAL OBTAINED FROM ELSEWHERE WITHIN THE RETARDING

BASIN MAY ALLEVIATE THE NEED TO PURCHASE FILL CREDITS OR REMOVE EQUAL AMOUNT OF FILL

ELSEWHERE. CREDITS FOR FILL MAY BE AVAILABLE FOR PURCHASE FROM AGENTS

APPROVED/SUPPLIED BY MCD. FOR OFFERING PROVIDE A MINIMUM $15,000 ALLOWANCE FOR

PURCHASE OF OFF-SITE COMPENSATORY VOLUME CREDITS AS INDICATED ON THE CLIN

SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING FILL CREDIT COSTS

ASSOCIATED WITH MATERIAL MANAGEMENT AND TEMPORARY STOCKPILES. CONTACT THE 88

CEG/CEIEA NATURAL RESOURCES PM, DARRYN WARNER, BY E-MAIL AT

DARRYN.WARNER@US.AF.MIL OR BY PHONE AT 937-257-4857 FOR ADDITIONAL INFORMATION. SEE

EARTHWORK CALCULATIONS ON THIS SHEET FOR APPROXIMATE ESTIMATIONS OF MATERIAL

MANAGEMENT.

5. LOCATION OF THE BATCH PLANT MUST BE APPROVED BY THE REGIONAL AIR POLLUTION CONTROL

AGENCY, FOR ADDITIONAL INFORMATION, CONTACT CHRIS TUMBUSCH AT

CHRISTOPHER.TUMBUSCH@US.AF.MIL OR 937-257-2455.

6. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL AND LEAD CONTAINING PAINT IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20. THE CONTRACTOR SHALL

COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION TYPE SMOKE

DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER RADIOACTIVE

COMMODITY AND/OR RADIOACTIVE CONTAMINANT THROUGH THE INSTALLATION RADIATION

SAFETY OFFICER, 88 AMDS/SGPB. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE

TREATED AS CONTAINING ASBESTOS UNLESS TESTING PROVES IT TO BE ASBESTOS FREE.

7. MINIMIZE THE GENERATION OF FUGITIVE EMISSION BY APPROVED DUST SUPPRESSION METHODS

SUCH AS WATER SPRAYS. COORDINATE WITH THE 88 CEG/CEIEA AIR PM, CHRIS TUMBUSCH BY

PHONE AT 937-257-2455 OR MY E-MAIL AT CHRISTOPHER.TUMBUSCH@US.AF.MIL.

8. THE AREA KNOWN AS MU897 BOMB TARGET AND PISTOL RANGE ALONG RUNWAY 05L GENERALLY

BOUNDED TO THE WEST BY TAXIWAY A, TO THE EAST BY TAXIWAY B, AND TO THE NORTH BY

TAXIWAY D WAS PREVIOUSLY USED AS A TARGET RANGE AND MAY CONTAIN UNEXPLODED

ORDNANCE (UXO). HOWEVER, WPAFB CONSIDERS THE UNCOVERING OF ORDNANCE UNLIKELY DUE

TO THE EXTENSIVE PAST REMEDIATION AND CONSTRUCTION. IF SUSPICIOUS MATERIALS OR

ORDNANCE IS UNCOVERED, CEASE THE ACTIVITY IMMEDIATELY AND NOTIFY THE CONTRACTING

OFFICER AND AIRFIELD MANAGEMENT.

9. ANY REMOVAL OF HAZARDOUS WASTE MUST BE PERFORMED IAW WPAFB SPECIFICATION SECTION

01 02 20. BULK FUEL, FUEL-CONTAMINATED SOIL, AND DEBRIS SHALL BE CHARACTERIZED,

MANIFESTED AND TRANSPORTED BY THE CONTRACTOR FOR DISPOSAL. TRANSPORTATION AND

DISPOSAL FACILITIES SHALL BE APPROVED BY WPAFB CE ENVIRONMENTAL BRANCH.

10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20.

11. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

12. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL

REQUIRE EROSION CONTROL MEASURES. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A

NOTICE OF INTENT (NOI) AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SP3) SHALL

BE APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM KAREN BEASON

BY EMAIL AT KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 FOR ADDITIONAL

INFORMATION.

13. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION

02 09 10.

14. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY

HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY

CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH

KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS

WASTE WILL BE TURNED OVER TO THE GOVERNMENT FOR DISPOSAL. IN ADDITION, PROPER

COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS

FOR STORAGE AND DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88

CEG/CEIEC HAZARDOUS MATERIALS PM, MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL) OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY EDREI (937-257-

0023 OR EMILY.ERDEI@US.AF.MIL).

15. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE

WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL.

ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL

RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02

20. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT

MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A

QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB

SPECIFICATION SECTION 01 02 20 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF

CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE

TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO

MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED,

(4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION

MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE

OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND

THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7)

EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS

SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE

MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM.

FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT 937-257-5060 OR

DAVID.DALTON.2@US.AF.MIL.

16. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20 FOR RECYCLING.

17. TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20.

18. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB

SPECIFICATION SECTION 01 02 20.

19. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A REPRESENTATIVE SAMPLE

OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY INTO THE

SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL LEVEL OF EACH OF THE

FOLLOWING: CADMIUM, CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM, NICKEL, SILVER, ZINC AND SULFIDE. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO

EPA TO ANALYZE FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB'S REPORT TO THE

CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR A DETERMINATION

ON THE WASTEWATER DISPOSAL METHOD.

(FIGURE 1)

EASTERN MASSASAUGA RATTLESNAKE

(SEE ENVIRONMENTAL NOTE 3)

HUFFMAN RETARDING BASIN VOLUME

CALCULATIONS:

TOTAL VOLUME DISPLACED BY IMPORTED MATERIALS AND ITEMS: 2,714 CY

TOTAL EXISTING SOILS TO BE EXCAVATED THAT MAY BE AVAILABLE FOR USE AS

EMBANKMENT ON…