4.Appendix_A_Civil_Combined-8-18-17.pdf

PDF 4 MB Posted Nov 20, 2017

Attached to: Modular Small Arms Range (MSAR) Federal contract opportunity
Solicitation number: W91364-18-R-8000
Issued by: Department of the Army Ohio Army National Guard

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Appendix A - Civil

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Other files attached to Modular Small Arms Range (MSAR), newest first.
File	Type	Posted
0.W91364-18-R-8000-0002_MSAR_Sol_Amend.pdf	PDF	Jan 2, 2018
Addendum_04_W91364-18-R-8000.pdf	PDF	Dec 29, 2017
Addendum_03_MSAR_W91364-18-R-8000.pdf	PDF	Dec 21, 2017
0.W91364-18-R-8000-0001_MSAR_Sol_Amend.pdf	PDF	Dec 21, 2017
Addendum_02_MSAR_W91364-18-R-8000.pdf	PDF	Dec 15, 2017
Addendum_01_MSAR_W91364-18-R-8000.pdf	PDF	Dec 11, 2017
Pre_Bid_Attendance_Roster_6_Dec_17_FINAL.pdf	PDF	Dec 6, 2017
5.Appendix_B_Geotech.pdf	PDF	Nov 20, 2017
1-SEC_01-General_Requirements-MSAR.pdf	PDF	Nov 20, 2017
3-Attachment_2_WD_OH17109_Mod_14_date-10_27_17.pdf	PDF	Nov 20, 2017
8.Appendix_E_B155_Soils_report.pdf	PDF	Nov 20, 2017
6.Appendix_C_Hydrant_Flow_test.pdf	PDF	Nov 20, 2017
7.Appendix_D_Bidding_Schedule.pdf	PDF	Nov 20, 2017
0.W91364-18-R-8000_MSAR_Sol.pdf	PDF	Nov 20, 2017
9.EXHIBITS_A-C_MSAR.pdf	PDF	Nov 20, 2017
2-Attachment_1_MSAR_R1_SOO_20170920.pdf	PDF	Nov 20, 2017

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OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

180th FIGHTER WING

SWANTON, OHIO

MODULAR SMALL ARMS RANGE

PROJECT 94539

AUGUST 2017

CONTRACT WYTD109008

FINAL SUBMITTAL

C-001 - LEGEND AND ABBREVIATIONS

C-002 - LOCATION AND VICINITY MAP

C-003 - ACCESS AND SAFETY PLAN

C-004 - ACCESS AND SAFETY NOTES

C-005 - EXISTING CONDITIONS PLAN

C-006 - DEMOLITION PLAN

C-101 - SITE PLAN

C-201 - GRADING AND DRAINAGE PLAN

C-301 - UTILITY PLAN

C-501 - SITE DETAILS

SHEET INDEX

C O

P Y

R I G

H T

U R

N S

M c D

O N

N E

I N

E E

R I N

O M

P A

N Y

I N

AutoCAD SHX Text C

CONTOUR

BENCHMARK

BORING LOCATION

SIDEWALKS

BUILDING AND STRUCTURE

TREES AND SHRUBS

COMPACTED EARTH

CRUSHED ROCK AGGREGATE

GAS METER

SPOT ELEVATION

SANITARY SEWER

STORM SEWER

WATER

GAS

ELECTRIC (UNDERGROUND)

FIRE WATER

COMMUNICATIONS

(UNDERGROUND)

WATER VALVE

DEMOLITION OR REMOVAL

BOLLARD

TREE REMOVAL

NORTH ARROW

CONCRETE

EARTH

RIP RAP

C001

UTILITY POLE

NOTES:

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

2. CALLOUTS, COORDINATES, 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.

3. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT

REGULATORY AGENCIES AND THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. 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 CONTRACTING OFFICER'S

REPRESENTATIVE IN WRITING. THE DECISION OF THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE

CONSIDERED FINAL.

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 CONTRACTING OFFICER'S

REPRESENTATIVE.

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

CONTRACTING OFFICER'S REPRESENTATIVE-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. THE CONTRACTING OFFICER'S REPRESENTATIVE 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.

ANG AIR NATIONAL GUARD

ATFP ANTI TERRORISM/FORCE PROTECTION

BLDG BUILDING

COMM COMMUNICATION

DIA DIAMETER

E EAST OR EASTING

ELEV ELEVATION

FAA FEDERAL AVIATION ADMINISTRATION

FF FINISH FLOOR

FH FIRE HYDRANT

FT FEET

F FIRE WATER

G GAS

GA GAGE OR GAUGE

HH HANDHOLE

ID IDENTIFICATION

IN INCH

INV INVERT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

N NORTH OR NORTHING

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PCC PORTLAND CEMENT CONCRETE

PE POLYETHYLENE

PIV POST INDICATOR VALVE

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE

R RADIUS

SD STORM DRAIN

SS SANITARY SEWER

T THICKNESS

TYP TYPICAL

V VOLTS

W WATER

LEGEND:

CENTERLINE

ATFP SETBACK33' ATFP

GAS VALVE

ELECTRIC (OVERHEAD)

COMMUNICATION MANHOLE

TRANSFORMER

ELECTRIC HANDHOLE

BORING LOCATION

SIGN

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

no. date descriptionby

1 141312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

180th FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

94539 ---

MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

LETTER OR NUMBER

DESIGNATOR

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN

THE SAME DISCIPLINE)

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

DRAWING)

LEGEND: ABBREVIATIONS:

SECTION, DETAIL, AND ELEVATION

SYMBOL IDENTIFIERS

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

SECTION CALLOUT EXAMPLE DETAIL CALLOUT EXAMPLE

C O

P Y

R I G

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C001.DWG

C-001

LEGEND AND ABBREVIATIONS

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text H

B-#

CBR 2

CBR 1

CBR 6

BS 1

SAN

T S

TATIO

SAN

4' W

E H

EAD

ALL

I.E

. 1

8" C

. M

ETAL N

E =

60.9

TELE. M

H 1

RIM

665.63

12" S

664.5

665.5

664.5

663.5

664.5

663.5

4 664.5

664.5

4" D

SAN C

ABAN

BS 1

ST M

H 1

12" S

BOTTOM

60.1

ABANDONED C

OMM.

P =

64.8

HAND H

OLE 2

COMM. M

H 5

RIM

664.73

AIN

VER

EAD

TEAM

PPLY

AIN

I.E

. 1

8" C

. M

ETAL N

E =

61.4

SAN LIFT STATION

YW TAXI LIGHT

670.79

YW TAXI LIGHT

670.71

PROJECT LOCATION

PROJECT

LOCATION

OAK OPENINGS

PARK

TOLDEO

EXPRESS

AIRPORT

HARBOR

VIEW

TOLEDO

SOUTH

EBER

ROAD

INTERSTATE 80

TOLEDO EXPRESS AIRPORT

AIRPORT HIGHWAY

AIR NATIONAL

GUARD BASE

S c a 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

no. date descriptionby

1 141312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

180th FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

C O

P Y

R I G

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

94539 ---

MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

Z:\CLIENTS\ANF\OHNG\94539_OHANGMODSARRFP\DESIGN\CIVIL\SHEETS\WYTD A C002.DWG 8/17/2017 10:43 AM JTSCHNEIDER

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C002.DWG

C-002

LOCATION AND VICINITY MAP

SCALE: 1" = 1000'

BASE LOCATION PLAN

0 2000'1000'

NOT TO SCALE

VICINITY PLAN

NOT TO SCALE

LOCATION PLAN

A 8/18/17 CAS KNR ISSUED FOR BID

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TXY B

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RUNWAY 7-25

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SANDUSKY

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LORAIN

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EUCLID

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ASHTABULA

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CLEVELAND

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WARREN

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YOUNGSTOWN

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KENT

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AKRON

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ALLIANCE

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BARBERTON

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STRONGSVILLE

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ELYRIA

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FREMONT

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NORWALK

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BOWLING GREEN

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DEFIANCE

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FOSTORIA

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FINDLAY

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VAN WERT

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LIMA

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BUCYRUS

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ASHLAND

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WOOSTER

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MASSILLON

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CANTON

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EAST LIVER POOL

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NEW PHILADELPHIA

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STEUBENVILLE

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MT. VERNON

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COSHOCTON

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CAMBRIDGE

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NEWARK

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ZANESVILLE

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GAHANNA

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LANCASTER

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WESTERVILLE

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UPPER ARLINGTON

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BELLEFONTAINE

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SIDNEY

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SCIOTO

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MARION

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MANSFIELD

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GREENVILLE

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SPRINGFIELD

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DAYTON

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BEAVERCREEK

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WASHINGTON COURT HOUSE

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KETTERING

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MIDDLETOWN

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HAMILTON

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FAIRFIELD

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CINCINNATI

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HILLSBORO

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JACKSON

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CHILLICOTHE

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ATHENS

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GALLIPOLIS

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PORTSMOUTH

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MARIETTA

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MUSKINGUM

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RIVER

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OHIO

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IRONTON

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GRAND

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LAKE

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COLUMBUS

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CIRCLEVILLE

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CAMPBELL

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HILL 1549

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PARMA

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PYMATUNING

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RESERVOIR

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CUYAHOGA FALLS

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RIVER ROAD

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SWANTON

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FREMONT PKE

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OHIO TURNPIKE

AutoCAD SHX Text N

SWALE

BLDG #127

SHED

LANDSCAPE

CANOPY

SHED

BLDG #118 1'

F-

MONITORING

WELLS

BLDG #125

ASPHALT PARKING AREA

ASPHALT

BLDG #139

SHED

ASPHALT PARKING AREA

ASPHALT

ASPHALT PARKING AREA

CONCRETE

ASPHALT

BLDG #113 BLDG #114

BLDG #110

BLDG #112

BLDG #101

BLDG #321

BLDG #102

BLDG #124

BLDG #313

BLDG #115

BLDG #131

BLDG #137

BLDG #103

BLDG #138

SWALE

ASPHALT

CONCRETE

CANOPY

EDGE OF POND

BLDG #136

BLDG #120

BLDG #134

BLDG #128

BLDG #129

ASPHALT

DIRT MOUNDS

DIRT MOUNDSDEBRIS PILE

EDGE OF WOODS

ASPHALT PARKING AREA

STONE DRIVE

SWALE

DITCH

DITC

DITCH

BLDG #148

BLDG #117

ASPHALT

FUEL TANKS

SMALL ARMS

RANGE

STONE DRIVE

BLDG #155

BLDG #150 BLDG #140

BLDG #141

BLDG #145

BLDG #151

BLDG #152 BLDG #154

BLDG #153

222 226

BLDG #146

SOLAR (PV) FIELD

ASPHALT

PARKING AREA

ASPHALT

STONE DRIVE

EDGE OF WOODS

ASPHALT

EDGE OF WOODS

ASPHALT PARKING AREA

EDGE OF WOODS

MAIN GATE

E B

A D

CONTRACTOR

ACCESS (TYP)

SOLAR PV FIELD

MODULAR SMALL ARMS

RANGE WORK AREA

SURVEY NOTES:

1. SURVEY WAS PERFORMED IN MARCH 2009 BY T.R. WORLINE AND ASSOCIATES; SWANTON, OHIO.

2. HORIZONTAL CONTROL IS IN ACCORDANCE WITH STATE PLANE COORDINATE SYSTEM - OHIO NORTH

ZONE - NAD 1983 BASED ON LUCAS COUNTY BENCHMARKS.

LUCAS COUNTY BENCHMARK #678

N 697830.63

E 1611222.55

BRASS PLATE MARKED VAN FLEET

N 695258.48

E 1611224.14

SURVEY BENCHMARK 1703

N 702566.00

E 1614808.60

SURVEY BENCHMARK 1704

N 702061.26

E 1614631.42

SURVEY BENCHMARK 1705

N 702324.97

E 1615253.83

SURVEY BENCHMARK 1706

N 702020.79

E 1615015.66

SURVEY BENCHMARK 1707

N 701280.16

E 1614390.13

SURVEY BENCHMARK 1713

N 702309.89

E 1616435.46

3. VERTICAL CONTROL BASED ON NGVD 1929 DATUM US STANDARD SURVEY FEET.

S c a 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

no. date descriptionby

1 141312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

180th FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

C O

P Y

R I G

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

94539 ---

MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C003.DWG

C-003

ACCESS AND SAFETY PLAN

SCALE: 1" = 200'

ACCESS AND SAFETY PLAN

400'0 200'

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text

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ACCESS AND SAFETY NOTES:

I. ACCESS AND STAGING:

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

AND DELIVERIES ARE ILLUSTRATED ON DRAWING C003 AND ARE SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE. 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'S REPRESENTATIVE AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE PROJECT SITE, BASE, AND AIRFIELD.

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 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'S REPRESENTATIVE, 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'S

REPRESENTATIVE.

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

FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING IS SUBJECT

TO THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE. 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'S REPRESENTATIVE AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE PROJECT SITE, BASE, AND AIRFIELD.

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'S REPRESENTATIVE

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'S REPRESENTATIVE REGARDING CONSTRUCTION DELIVERIES PRIOR TO THOSE

DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

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'S REPRESENTATIVE.

II. AIRFIELD OPERATIONS COORDINATION:

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN FEDERAL

AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC) 150/5370-2E, OPERATIONAL

SAFETY ON AIRPORTS DURING CONSTRUCTION (CURRENT EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT

CLEARANCE FROM BASE AND AIRFIELD OPERATIONS AND THE CONTRACTING OFFICER'S

REPRESENTATIVE, AND SHALL CONDUCT WORK IN SUCH A MANNER TO ENSURE A

MINIMUM HINDRANCE TO AVIATION OPERATIONS. PEDESTRIAN TRAFFIC AND PRIVATELY

OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS AREA.

3. 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 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). STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER

TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST

III. 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'S REPRESENTATIVE AND BASE AND

AIRPORT 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 AND AIRPORT OPERATIONS AND THE CONTRACTING

OFFICER'S REPRESENTATIVE AFTER APPROVAL BY THE FAA.

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. ALL

STOCKPILES ADJACENT TO AIRCRAFT OPERATIONS AREA SHALL BE IDENTIFIED WITH A

360-DEGREE RED OBSTRUCTION LIGHT PLACED AT THE HIGHEST POINT OF THE

STOCKPILE. STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS

PROHIBITED.

IV. 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 OR AIRPORT PROPERTY. ANY

TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE 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'S REPRESENTATIVE.

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

EQUIPMENT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

6. ALL WORK SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE 1994 PART 91 SOIL

EROSION AND SEDIMENT CONTROL OF THE NATURAL RESOURCES AND ENVIRONMENTAL

PROTECTION ACT (1994). CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS

FOR PERMITTING.

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.

8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO THE BASE AND AIRPORT

OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE PROJECT

SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.

9. GASOLINE, DIESEL FUEL, OIL, AND OTHER 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'S

REPRESENTATIVE.

10.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 48 HOURS TO THE LOCAL

FIRE AUTHORITY AND ALL OTHER EMERGENCY SERVICES.

11.FAILURE TO COMPLY WITH BASE AND AIRPORT OPERATIONS AND THE CONTRACTING

OFFICER'S REPRESENTATIVE 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'S REPRESENTATIVE.

12. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE AND

AIRPORT OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA AND

SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE PROJECT.

V. MISCELLANEOUS:

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND PROPOSED

PROJECT SCHEDULE TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR

APPROVAL. 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, IF ANY.

c. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.

d. AREAS TO WHICH CONSTRUCTION OPERATIONS SHALL BE LIMITED.

e. METHODS BY WHICH THE CONTRACTOR SHALL COMMUNICATE WITH THE BASE

AND THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT

TO THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE, WHO SHALL BE

PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS 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'S

REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION

BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING OFFICER'S REPRESENTATIVE.

ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED

AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION

WORK AREA AND ASSOCIATED ROADWAYS BY USING BARRICADES APPROVED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

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

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

6. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

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

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

9. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 WEEK TO BASE AND THE

CONTRACTING OFFICER'S REPRESENTATIVE FOR ROAD CLOSURE PRIOR TO THE ROAD

REQUIRING CLOSURE.

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

CONTRACTOR SHALL REQUEST THE CONTRACTING OFFICER'S REPRESENTATIVE TO

SCHEDULE AN INSPECTION. NO ROADWAY SHALL BE RE-OPENED UNTIL THE

CONTRACTING OFFICER'S REPRESENTATIVE HAS COMPLETED INSPECTION AND

APPROVED THE RE-OPENING OF AREA.

11.CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE OPERATOR OR

FOREIGN OBJECT DEBRIS/DAMAGE (FOD) CONTROL TRAINING COURSE.

12. 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'S

REPRESENTATIVE.

13.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION,

TRENCHING, AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH LOCAL

REGULATIONS AND OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA)

REGULATIONS FOR CONSTRUCTION.

14.OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS

ACCEPTABLE TO THE CONTRACTING OFFICER'S REPRESENTATIVE.

15.CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER'S REPRESENTATIVE A

COMPLETED AF 103 SEVEN DAYS PRIOR TO STARTING ANY EXCAVATION, DEMOLITION,

OR DISTURBANCE OF ANY FACILITY GREATER THAN 4 INCHES IN DEPTH. CONTRACTOR

SHALL MARK THE LIMITS OF THE AREA TO BE DISTURBED A MINIMUM OF 48 HOURS PRIOR

TO BEGINNING WORK. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED AF 103

ON SITE ALL TIMES.

16.DEWATERING OF TRENCHES AND EXCAVATIONS MAY BE REQUIRED.

17.CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONTRACTING OFFICER'S

REPRESENTATIVE A MINIMUM OF 7 DAYS PRIOR TO REQUESTING A SHUT DOWN OR

INTERRUPTION OF ANY EXISTING UTILITY.

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OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

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PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C004.DWG

C-004

ACCESS AND SAFETY NOTES

A 8/18/17 CAS KNR ISSUED FOR BID

663.0

A L

W W

A L

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

S T

ALAL

G G

W W

ST ST ST ST ST ST ST ST

A L

S A

A L

SUBSURFACE INVESTIGATION

NOTES:

1. GEOTECHNICAL INVESTIGATIONS WERE PERFORMED BY BOWSER

MORNER IN 2006 AND 2010. THE RESULTS OF THE INVESTIGATION

ARE CONTAINED IN THE PROJECT GEOTECHNICAL REPORT.

BORING LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE.

SEE APPENDIX B IN PERFORMANCE WORK STATEMENT FOR

BORING LOGS.

ELECTRIC

HH7

(3)#2 AWG 15kV, (1)#2 AWG 600V

2 X 5" PVC

CONDUITS

CONCRETE

ENCLOSED

S21

S20

WEATHER

MONITOR

TREELINE

4"SS

6"W (DUCTILE

IRON)

WATER

VALVE 110

FH 26

WATER VALVE

109 (CAPPED)

GAS VALVE

CB-15

U C

T I L

I R

O N

ELECTRIC

HH6

WATER VALVE

COMM MH 18

(6 ) 4

C O

M M

(P V

2"G (PE)

6"W (DUCTILE

IRON)

BUILDING 155

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EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND

UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM

EXISTING RECORDS, MASTER PLANS, AND FIELD SURVEYS.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE

PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. 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.

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'S REPRESENTATIVE BEFORE ANY

FURTHER WORK COMMENCES. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE IS

ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE.

3. 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'S

REPRESENTATIVE.

4. NUMBERS AND NAMES OF UTILITY STRUCTURES ARE

ASSOCIATED WITH BASE MASTER UTILITY FILES.

ACCESS ROAD

LOADING RAMP

B-7 c a r

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TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

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PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C005.DWG

C-005

EXISTING CONDITIONS PLAN

SCALE: 1" = 20'

EXISTING CONDITIONS PLAN

40'10'0 20'

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text 2"

AutoCAD SHX Text 19237

AutoCAD SHX Text C

AutoCAD SHX Text 666.79

AutoCAD SHX Text 2"

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text N 702000.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text N 702300.00

AutoCAD SHX Text E 1615900.00

AutoCAD SHX Text N 702200.00

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A L

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A L

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

S T

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G G

W W

ST ST ST ST ST ST ST ST

A L

S A

A L

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF BASE.

2. 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.

3. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN

SHALL BE REPAIRED OR REMOVED AND REPLACED AT NO

ADDITIONAL COST TO GOVERNMENT.

4. SPECIAL HANDLING AND CONSIDERATION SHALL BE

REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN

PETROLEUM-BASED, CONTAMINATED, OR 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

COORDINATE REMOVAL OF PETROLEUM-BASED,

CONTAMINATED, AND HAZARDOUS MATERIALS WITH

CONTRACTING OFFICER'S REPRESENTATIVE.

UTILITY DEMOLITION NOTES:

1. 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'S REPRESENTATIVE AND ALL

ASSOCIATED UTILITY COMPANIES AND AGENCIES TO

IDENTIFY THE LOCATION OF UTILITIES. UTILITIES

PRESENTED ON THIS DRAWING ARE APPROXIMATE AND ARE

SHOWN BASED ON THE BEST AVAILABLE INFORMATION.

2. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS

ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE. ANY UTILITY SERVICES DISTURBED BY

THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED

IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER'S.

3. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO REMOVAL OF

EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES

SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING

UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE

FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS

SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE.

4. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE

PORTION OF EXISTING ABANDONED LINES TO REMAIN SHALL

BE CAPPED OR PLUGGED AT REMOVAL INTERFACE.

BUILDING 155

LOGISTICS SUPPLY

COMPLEX

TREE REMOVAL

KEYED DEMOLITION NOTES:

SALVAGE WEATHER MONITOR AND RETURN TO THE

GOVERNMENT IN USABLE CONDITION.

REMOVE TREES TO LIMITS SHOWN.

50'±170'±

BLDG 158

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no. date descriptionby

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180th FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

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94539 ---

MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C006.DWG

C-006

DEMOLITION PLAN

40'10'0 20'

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text 2"

AutoCAD SHX Text 19237

AutoCAD SHX Text C

AutoCAD SHX Text 666.79

AutoCAD SHX Text 2"

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text N 702000.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text N 702300.00

AutoCAD SHX Text E 1615900.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702000.00

AutoCAD SHX Text N

AutoCAD SHX Text

GENERAL SITE NOTES:

1. ATFP REQUIREMENTS MAY NOT APPLY. OFFSET SHOWN

FOR GENERAL INFORMATION.

2. MODULAR BUILDING AREA LIMITS SHOWN FOR

INFORMATION ONLY. CONTRACTOR SHALL PROVIDE A

BUILDING AREA PAD THAT EXTENDS A MINIMUM OF 4 FEET

BEYOND THE OUTSIDE WALL OF THE FINAL MODULAR UNIT

FOOTPRINT. THAT LIMIT SHALL BE THE FINAL MODULAR

BUILDING AREA LIMIT AND THE AGGREGATE DRIVES, ETC.

SHALL BE MEASURED FROM THAT LIMIT.

3. PROVIDE 4" MINIMUM AGGREGATE SURFACING FOR

MODULAR BUILDING AREA EXCLUSIVE OF CONCRETE

FOUNDATION AND LANDINGS. GRADATION SHALL NOT

VARY FROM LOW LIMIT ON ONE SIEVE TO HIGH LIMIT ON

ADJACENT SIEVE OR VICE VERSA. TEST BY ASTM C136 AND

C117, AND CONFORM TO ITEMS 304 (BASE COURSE) AND

703 (SURFACE COURSE) OF THE STATE OF OHIO

DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND

MATERIAL SPECIFICATIONS.

4. PROVIDE MINIMUM 5' x 5' CONCRETE LANDINGS AT ALL

EXTERIOR DOORS.

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no. date descriptionby

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OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

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PROJECT NO: WYTD109008

Z:\CLIENTS\ANF\OHNG\94539_OHANGMODSARRFP\DESIGN\CIVIL\SHEETS\WYTD A C101.DWG 8/17/2017 11:01 AM JTSCHNEIDER

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C101.DWG

C-101

SITE PLAN

40'10'0 20'

25'±

70'±

A T

N D

O F

O T

25'±

BUILDING AREA

(SEE NOTE 2)

GRAVEL ACCESS DRIVE

BUILDING 158

BUILDING 155

LOGISTICS SUPPLY

COMPLEX

20'±

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text 2"

AutoCAD SHX Text 19237

AutoCAD SHX Text C

AutoCAD SHX Text 666.79

AutoCAD SHX Text 2"

AutoCAD SHX Text N 702000.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text N 702300.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615900.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702000.00

663.0

GENERAL GRADING NOTES:

1. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES

AND EGRESSES SHALL BE 0.6 INCHES BELOW BUILDING

FINISH FLOOR UNLESS INDICATED OTHERWISE.

2. EXTERIOR FINISH GRADES ADJACENT TO BUILDING

SHALL BE 6.00 INCHES BELOW BUILDING FINISH FLOOR

UNLESS INDICATED OTHERWISE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION. ANY DRAINAGE

FEATURE OR STRUCTURE DISTURBED DURING

CONSTRUCTION SHALL BE RESTORED TO EXISTING

CONDITIONS OR BETTER SUBJECT TO THE APPROVAL

OF THE CLIENT REPRESENTATIVE.

4. SURFACES AROUND FACILITY SHALL BE GRADED TO

PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS

AND PAVEMENTS.

5. THE CONTRACTOR SHALL REMOVE STANDING WATER

FROM THE PROJECT WORK LIMITS AS NECESSARY TO

PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE

OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED

WORKS.

6. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE

RE-VEGETATED.

7. STORM WATER DETENTION AREA LIMITS ARE SHOWN TO

INDICATE ONE POSSIBLE AREA THAT MAY BE USED FOR

DETENTION. CONTRACTOR SHALL BE RESPONSIBLE

FOR DESIGNING THE STORM WATER DETENTION

SYSTEM AND DETERMINING THE AREA NEEDED AND

FINAL LOCATION AND DETAILS,

BUILDING 155

LOGISTICS SUPPLY

COMPLEX

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OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

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MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C201.DWG

C-201

GRADING AND DRAINAGE PLAN

40'10'0 20'

BUILDING 158

MODULAR BUILDING AREA

FFE: 100 YR FLOOD +1

FOOT (MIN.)

STORMWATER DETENTION

AREA (SEE NOTE 7)

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text 2"

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AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text N 702300.00

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AutoCAD SHX Text E 1615900.00

AutoCAD SHX Text N 702200.00

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AutoCAD SHX Text N 702000.00

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(3)#2 AWG 15kV, (1)#2 AWG 600V

2 X 5" PVC

CONDUITS

CONCRETE

ENCLOSED

BUILDING 155

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED

OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

UTILITY CONNECTIONS WITH MODULAR UNITS.

3. CONTRACTOR SHALL CONTACT THE CLIENT

REPRESENTATIVE 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 CLIENT REPRESENTATIVE.

5. CONNECTION TO EXISTING UTILITY MAINS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH ALL

REQUIREMENTS OF ASSOCIATED UTILITY COMPANIES

AND AGENCIES.

6. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE

AS FOLLOWS UNLESS INDICATED OTHERWISE:

WATER: 60 INCHES

FIRE PROTECTION: 60 INCHES

ELECTRICAL AND COMMUNICATION: 36 INCHES

ALL OTHER UTILITIES: 42 INCHES

7. ALL UTILITY STRUCTURES SHALL BE H-20 RATED.

8. COVERS AND CASTINGS OF MANHOLES AND

STRUCTURES SHALL BE PER THE LOCAL STANDARDS.

9. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE

APPROVED BY THE CLIENT REPRESENTATIVE.

10.THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED

AT ALL TEES, BENDS, OR ELBOWS OF PRESSURIZED

PIPING.

S c a r

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

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M i l l i m e t e r s

no. date descriptionby

1 141312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

180th FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

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94539 ---

MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C301.DWG

C-301

UTILITY PLAN

40'0 20'

KEYED NOTES:

CONNECT TO EXISTING WATER LINE AND EXTEND TO

NEW FACILITY TO PROVIDE SERVICE FOR NEW FIRE

HYDRANT.

CONNECT TO EXISTING GAS LINE.

INSTALL NEW FIRE HYDRANT (INCLUDING BOLLARDS).

EXTEND NATURAL GAS TO CONNECTION(S) AT

MODULAR UNIT(S) IN ACCORDANCE WITH

MANUFACTURER'S AND CLIENT REPRESENTATIVE'S

REQUIREMENTS.

EXTEND ELECTRIC SERVICE TO CONNECTION(S) AT

MODULAR UNIT(S) IN ACCORDANCE WITH

MANUFACTURER'S AND CONTRACTING OFFICER'S

REPRESENTATIVE'S REQUIREMENTS.

EXISTING SPLICE WITH A LOOP ON EACH END IN

MANHOLE 6. CONNECT TO EXISTING ELECTRICAL

MANHOLE. PROVIDE NEW CABLE AS REQUIRED.

CONNECT TO EXISTING COMMUNICATIONS MANHOLE.

EXTEND COMMUNICATION LINE(S) TO CONNECTION(S)

AT MODULAR UNIT(S) IN ACCORDANCE WITH

MANUFACTURER'S AND CONTRACTING OFFICER'S

REPRESENTATIVE'S REQUIREMENTS.

PROVIDE SECTIONALIZING CABINET FOR CONNECTION

TO EXISTING POWER FEEDER IN MH6.

PROVIDE ELECTRICAL TRANSFORMER, MAIN PANEL

BOARD, AND EQUIPMENT PADS.

PROVIDE 3-CELL FABRIC INNERDUCT IN EXISTING

DUCT. PROVIDE FIBER OPTIC BACKBONE AND

COPPER BACKBONE IN SEPARATE CELLS.

UTILIZE EXISTING DUCTBANK WHERE POSSIBLE.

PROVIDE CABLE IN EXISTING SPACE DUCT. PROVIDE

NEW DUCTBANK IF SUFFICIENT SPACE DOES NOT

EXIST.

BORE UNDER EXISTING ROAD. PROVIDE NEW

DUCTBANK AND CABLE.

PROVIDE COMMUNICATIONS DUCTBANK AND CABLE.

PROVIDE NEW DUCTBANK AND CABLE.

CONTRACTOR SHALL COORDINATE REQUIREMENTS

AND FINAL TERMINATIONS WITHIN BUILDING 155.

EXISTING COMMUNICATIONS

MANHOLE MH18

EXISTING FIRE

HYDRANT #26

BUILDING 158

MODULAR BUILDING

AREA

SCALE: 1" = 30'

UTILITY PLAN

60'0 30'

SEE B1 THIS SHEET FOR CONTINUATION

SEE J1 THIS SHEET FOR CONTINUATION

EXISTING POWER MANHOLE MH6

PROVIDE 4' x 4' x 4' INNER DIMENSION

COMMUNICATIONS MANHOLE MH18A

NEW POWER MANHOLE

208Y/120V, 3 PHASE,

4 WIRE PANELBOARD

12.47 KV DELTA TO

208Y/120V PAD

MOUNTED

TRANSFORMER

A 8/18/17 CAS KNR ISSUED FOR BID

AutoCAD SHX Text 2"

AutoCAD SHX Text N 702000.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

AutoCAD SHX Text E 1615700.00

AutoCAD SHX Text E 1615800.00

AutoCAD SHX Text N 702300.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text E 1615900.00

AutoCAD SHX Text N 702200.00

AutoCAD SHX Text N 702100.00

AutoCAD SHX Text N 702000.00

AutoCAD SHX Text C

AutoCAD SHX Text H

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text N 701800.00

AutoCAD SHX Text N 701900.00

AutoCAD SHX Text N 701800.00

AutoCAD SHX Text N 701900.00

AutoCAD SHX Text E 1615500.00

AutoCAD SHX Text E 1615600.00

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2"G (PE)

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12"W (DUCTILE IRON)

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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

no. date descriptionby

1 141312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

180th FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

C O

P Y

R I G

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

94539 ---

MODULAR SMALL ARMS RANGE

PROJECT NO: WYTD109008

K. ROBERTSC. STEWART

J. SCHNEIDER09/08/16

WYTD A C501.DWG

C-501

SITE DETAILS

6" CRUSHED

AGGREGATE

SURFACE COURSE

36" COMPACTED

SUBGRADE

COMPACTED BACKFILL

FULL DEPTH SAW CUT (TYP.)

TACK COAT

ASPHALTIC CONCRETE, 4" MIN.

EXISTING

BASE

EXISTING

ASPHALTIC

CONCRETE

CRUSHED ROCK BASE

COURSE, 6" MIN

12" EXCAVATION LIMITS

NOTES:

1. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL

TO EXISTING BUT SHALL NOT BE LESS THAN INDICATED.

2. BASE COURSE SHALL BE ASPHALTIC CONCRETE BASE TO

REPLACE ALL OTHER BASE MATERIALS.

NOTES:

DANGER

FIRING IN

PROGRESS

WHEN RED LIGHT IS LIT

NOT TO SCALE

BOLLARD DETAIL

NOT TO SCALE

SIGN DETAIL

NOT TO SCALE

PAVEMENT REMOVAL AND REPLACEMENT DETAIL

NOT TO SCALE

CRUSHED AGGREGATE

SURFACE COURSE DETAIL

A 8/18/17 CAS KNR ISSUED FOR BID

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COMPACTED SUBGRADE

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MIN

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FINISH GRADE

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CONCRETE

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6" STD WT STEEL PIPE WITH SAFETY YELLOW PAINT. (FILL WITH CONCRETE)

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SIGNS TO BE 18 GAUGE STEEL W/ BAKED ENAMEL FINISH

AutoCAD SHX Text FLANGED STEEL SIGN POST (GREEN BAKED ENAMEL 8'x3 /8" WIDE)

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SET STEEL POST IN CONCRETE

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1. PREPARE SURFACE IN FIELD PREPARE SURFACE IN FIELD 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. APPLIED AT 2 MILS DRY. SECOND AND THIRD COATS ARE TO BE ALKYD GLOSS ENAMEL MIN 40% SOLIDS BY VOLUME. EACH COAT APPLIED AT 1.5 MILS DRY. TOTAL COATING 5 MIL MIN DRY FILM. 2. ALL GUARD POSTS NEAR ALL GUARD POSTS NEAR MECHANICAL EQUIPMENT PADS SHALL BE NO FURTHER THAN 18-INCHES FROM THE PAD. 3. ISOLATION JOINTS SHALL ISOLATION JOINTS SHALL SURROUND POSTS EMBEDDED IN PAVEMENT.

AutoCAD SHX Text

1. SIGN WORDING, SHAPE, AND SIGN WORDING, SHAPE, AND COLOR SHALL BE APPROVED BY CONTRACTING OFFICER'S REPRESENTATIVE. 2. SIGN FOR SIGN FOR LOW-EMISSION/FUEL EFFICIENT PARKING SHALL STATE "LOW-EMISSION OF FUEL EFFICIENT VEHICLE PARKING ONLY" OR AS APPROVED BY CONTRACTING OFFICER'S REPRESENTATIVE. 3. SIGN POST SHALL BE SIGN POST SHALL BE MINIMUM 2'-0" CLEAR FROM BACK OF CURB OR AT BACK OF SIDEWALK IF SIDEWALK IS ADJACENT TO CURB.ADJACENT TO CURB.

SEE NOTE 1

000 COVER

C-001 LEGEND AND ABBREVIATIONS

C-002 LOCATION AND VICINITY MAP

C-003 ACCESS AND SAFETY PLAN

C-004 ACCESS AND SAFETY NOTES

C-005 EXISTING CONDITIONS PLAN

C-006 DEMOLITION PLAN

C-101 SITE PLAN

C-201 GRADING AND DRAINAGE PLAN

C-301 UTILITY PLAN

C-501 SITE DETAILS

File details come from the government source that posted it.