Attach 2 - NFARS_Repair Airfield Pavement_Plans_rev19Aug2025.pdf

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NIAGARA FALLS AIR RESERVE STATION

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USAF-Repair Airfield Pavement Spalling

CONTRACT NO. FA6643-18-D-0008

PROJECT NO. RVKQ 20-0770

LIST OF DRAWINGS

1 COVER SHEET - LEGEND-OVERVIEW MAP = = =□ ••

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2 SITE PLAN - WORK LIMITS, GATES, ACCESS, BATCH PLANT, STORAGE

3-4 PHASING PLAN AND DETAILS

5 GENERAL NOTES

6 TYPICAL SECTIONS (EXISTING AND PROPOSED)

7-8 SCHEDULES FOR IMPROVEMENTS

9-20 PLAN SHEETS

21 PAVEMENT MARKING PLANS, DETAILS

22 EROSION AND SEDIMENT CONTROL PLAN

23-26 SPECIAL DETAILS / STANDARDS

CONTACT PHONE NUMBERS AT NFARS

AIR TRAFFIC CONTROL TOWER

AIRFIELD MANAGEMENT

(716) 236-2175

(716) 236-2358 (alt)

AIR BASE FIRE DEPARTMENT

(716) 236-2086

EMERGENCY NUMBER (ON BASE 911)

(716) 236-2117

AIRFIELD OPERATIONS

(716) 236-2358

SECURITY FORCES SQUADRON

(716) 236-2280

100% DESIGN SUBMITTAL

FOR CONSTRUCTION E

02/05/21 s

GRID COORDINATES: NAO 83

STATE PLANE NEW YORK WEST 3103

• Farnsworth

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.ccm

Date

JOSEPH ADAMS

I LINOIS PROFESSIONAL ENGINEER

NO. 062 • 060305

EXPIRATION 11130/21

AUTHORIZED FOR PRACTICE IN

NEW YORK: JUNE 11, 2021

REV DATE DESCRIPTION INITIAL

Removal of this caveat is prohibited. This material is

For Official Use Only.

LIMITED DISTRIBUTION

Distribution authorized to DoD, IAW

10 U.S.C. § 130 & 455. Release Authorized to U.S. DoD contractors IAW

48 C.F.R. §252.2�7000

Although every effort has been made to ensure the accuracy of informa1ion, errors and ccnditions originating from physical sources used to develop the database maybe neflected in the data supplied. The end user must be awane of the data conditions and ultimately bear responsibility and the appropriate use of the infonmation with respect to possible errors, original map scale, ccllection methodology, currency of data, and other ccnditions specific to certain data.

Unauthorized reproduction, distribution, publication, or exhibition of this material is STRICTLY PROHIBITED. Refer other requests to 914 MSGICEC. Destroy as "For Official Use Only". 914 MSGICEC shall not be liable for any errors, omissions, or damages that result from nonccmpliance of this message.

DEPARTMENT OFTHE AIR FORCE

DIRECTORATE OF ENGINEERING & SERVICES DCS/LEE-WASHINGTON, D.C.

AIR FORCE RESERVE

USAF-Repair Airfield Pavement Spalling

COVERSHEET

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

SCALE: AS INDICATED DATE: 11 AUGUST 2021 TAB NO.

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

AFRC-914th AW 1 rev 19 Aug 2025

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AREA IDENTIFIED AS A POTENTIAL PFOS/PFOA

CONTAINMENTED AREA. THIS PROJECT ASSUMES

THAT NO SOIL EXCAVATION OR DEWATERING

PRACTICES WILL BE REQUIRED WITHIN THE

CONTAINMENTED AREA.

PROJECT SITE

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REV DATE DESCRIPTION

AIR FORCE RESERVE

USAF-Repair Airfield Pavement Spalling

SITE PLAN

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

SCALE: AS INDICATED DATE: 11 AUGUST 2021 TAB NO.

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

AFRC-914th AW 2

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EXISTING DRAINAGE STRUCTURE

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I, NOTE: REFER TO SHEET 4 FOR CONSTRUCTION PHASING NOTES AND REQUIREMENTS.

REV DATE DESCRIPTION

AIR FORCE RESERVE

USAF-Repair Airfield Pavement Spalling

PHASING PLAN AND DETAILS

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO,

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SCALE: AS INDICATED DATE: 11 AUGUST 2021

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 I info@f-w.com

LEGEND

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CONTRACTOR PERSONNEL

PARKING - 7 SPACES

LAYDOWN/STAGING

AREA - 100' X 62'

CONCRETE WASHOUT AREA

STORM DRAIN

CONSTRUCTION LAYDOWN AREA

NOT TO SCALE

NOTE:

CONTRACTOR SHALL PROVIDE SANDBAGS,

FENCING, OR BARRICADES TO DELINEATE

THE LAYDOWN AREA.

CONSTRUCTION PHASING NOTES:

I. ACCESS GATE SHALL BE LOCKED OR CONTRACTOR SHALL PROVIDE POSITIVE

CONTROL OVER PEOPLE ENTERING THE WORK SITE,

2, THE CONTRACTOR FOREMAN SHALL NOTIFY AIRFIELD MANAGEMENT WHEN ENROUTE TO

WORK AREA AND WHEN COMPLETED FOR THE DAY, BY CHECKING IN AND OUT,

IN PERSON, AT BUILDING 700, ROOM 120. THE CONTRACTOR SHALL ALSO NOTIFY

SECURITY FORCES SQUADRON AT (716) 236-2280. AN APPROVED TEMPORARY

CONSTRUCTION WAIVER JS REQUIRED BY THE AIRFIELD WING COMMANDER PRIOR TO

START OF CONSTRUCTION.

3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED WITHIN THE LIMITS OF CONSTRUCTION

ZONE. ACCESS TO ACTIVE AIRCRAFT OPERATIONAL AREA IS PROHIBITED. AREAS

OUTSIDE OF THE LIMIT OF CONSTRUCTION ZONE ARE CONSIDERED ACTIVE

AIRCRAFT OPERATIONAL AREAS.

4. RED LINE ON AIR FILED IS THE "DO NOT CROSS LINE". CONTRACTOR SHALL NOT

CROSS THE RED LINE IN ANY CIRCUMSTANCES WITHOUT PRIOR COORDINATION

WITH SECURITY FORCES AND AIRFIELD MANGEMENT.

5. EACH PHASE OF WORK SHALL BE ENCLOSED WITH LOW PROFILE AIRFIELD BARRICADES. GAPS

SHALL BE PROVIDED TO ALLOW FOR EMERGENCY VEHICLE ACCESS, AS DIRECTED BY THE

GOVERNMENT. DURING PHASE 2 AND 3, THE BARRICADES SHALL BE NO CLOSER THAN

116 FEET FROM THE CENTERLINE OF TAXIWAY A. ALL BARRICADES SHALL INCLUDE LIGHTING.

6. DURING PHASE 3, ACCESS TO HANGER 917 SHALL REMAIN OPEN TO TRAFFIC, EXCEPT WHEN

CONSTRUCTION ACTIVITIES REQUIRE INTERMITTENT CLOSURES.

7, PRIOR TO PHASE 1 CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH AIRFIELD

MANAGEMENT FOR THE TEMPORARY CLOSURE OF TAXIWAY A. THE EXISTING LIGHTING TO

TAXIWAY A WILL BE DEACTIVATED BY THE GOVERNMENT. THE EXISTING SIGNS TO TAXIWAY A

THAT PROVIDE CONFLICTING INFORMATION TO THE CLOSURE WILL BE COVERED. PLACE

TEMPORARY PAVEMENT MARKING SYMBOLS AND LOW PROFILE AIRFIELD BARRICADES, PER THE

DIRECTION OF AIRFIELD MANAGEMENT, TO INDICATE THE CLOSED TAXIWAY A, REFER TO THE

TEMPORARY PAVEMENT MARKING SYMBOL DETAIL.

8. REFER TO SHEET 3 FOR CONSTRUCTION PHASING LIMITS.

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REV DATE DESCRIPTION

AIR FORCE RESERVE

USAF-Repair Airfield Pavement Spalling

PHASING PLAN AND DETAILS

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

SCALE: AS INDICATED DATE: 11 AUGUST 2021 TAB NO.

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

AFRC-914th AW

GENERAL NOTES

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BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

CS100

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

GENERAL NOTES

POINTS OF CONTACT

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED

QUALIFIED, LICENSED AND INSURED.

THE CONTRACTOR SHALL ENSURE ALL MOTOR VEHICLES, DRIVERS AND OPERATORS ARE

DRIVER/OPERATOR’S INFORMATION AS REQUIRED TO ACCESS INDIVIDUAL INSTALLATIONS.

OFFICER AN “ENTRY AUTHORIZATION LETTER” REGISTERING ALL MOTOR VEHICLES AND

THE CONTRACTOR SHALL SUBMIT ON COMPANY LETTERHEAD TO THE CONTRACTING

MANAGEMENT (716)236-2398.

CONTRACTOR SHALL COORDINATE TRAINING AND ESCORTS THROUGH AIRFIELD

REQUIRED TO OBTAIN AIRFIELD DRIVERS TRAINING OR BE ACCOMPANIED BY AN ESCORT.

CONSTRUCTION PERSONNEL WHO OPERATE VEHICLES WITHIN THE AIRFIELD WILL BE

FOR STORAGE OF MATERIALS AND VEHICLES.

THE CONTRACTOR SHALL USE THE AREAS DESIGNATED BY THE CONTRACTING OFFICE

RESPONSIBLE FOR REMOVING BARRIERS AT THE CONCLUSION OF THE PROJECT.

CONTROL PEDESTRIAN AND/OR VEHICLE TRAFFIC IN THE WORK AREA. CONTRACTOR IS

TEMPORARY SIGNAGE, BARRIERS, BARRICADE TAPE, ETC., WHICH MAY BE REQUIRED TO

CONTRACTOR IS RESPONSIBLE FOR PROVIDING, INSTALLING AND THE REMOVING ANY

BURNING OF TRASH OR RUBBISH IS NOT PERMITTED.

DRAINAGE AREAS, STORM DRAINAGE SYSTEM, OR LOCAL BODIES OF WATER.

PREVENT OILY OR OTHER HAZARDOUS SUBSTANCES FROM ENTERING THE GROUND,

DEPARTMENT AT 716-236-2117 REGARDING ANY SPILLS. THE CONTRACTOR SHALL

FLUIDS, CONTAIN AND CLEAN UP ANY SPILLS, IF POSSIBLE, AND CONTACT NFARS FIRE

POLLUTION PREVENTION: THE CONTRACTOR SHALL MONITOR EQUIPMENT FOR LEAKING

IS PROGRESSING.

INTO STORM SEWER SYSTEM. THIS INSPECTION SHALL TAKE PLACE DAILY AS WORK

THE CONTRACTOR’S PROJECT MANAGER TO MAKE SURE NO DEBRIS WILL FIND ITS WAY

COVERTS ARE LOCATED, DRAINS SHALL BE COVERED, MANAGED, AND INSPECTED BY

STORMWATER MANAGEMENT: IN LOCATION OF DISTURBANCES WHERE DRAINS OR

REGULATION SHALL APPLY.

AMBIGUITY AMONG THESE LAWS AND REGULATIONS, THE MOST STRINGENT LAW OR

LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. IN CASE OF CONFLICT OR

DAYS OF THE COMPLETION OF THE PROJECT. DISPOSAL SHALL BE IN ACCORDANCE WITH

WRITTEN RECORD OF TYPES OF WASTE AND AMOUNTS DISPOSED WITHIN 30 CALENDAR

THE CONTRACTOR SHALL PROVIDE ANY AND ALL RECEIPTS, MANIFEST/BOL, AND/OR OTHER

EXPENSE. DUE TO MANDATING OF SOLID WASTE ANNUAL-REPORTING REQUIREMENTS,

OF THE DEBRIS OFF SITE AT AN APPROVED LANDFILL/FACILITY, AT THE CONTRACTOR’S

REMOVE ALL CONTRACT-GENERATED DEBRIS FROM GOVERNMENT PROPERTY AND DISPOSE

DURING THE PROGRESS AND AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL

END OF EVERY WORKDAY.

WITH A SELF-PROPELLED VACUUM PICKUP SWEEPER AS NEEDED AT A MINIMUM AT THE

CONTRACTOR SHALL SWEEP AND CLEAN AIRFIELD PAVEMENTS WITHIN THE WORK AREA

WORK AREA TO PREVENT ANY ACCUMULATION OF DIRT OR FOREIGN OBJECT DEBRIS.

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AIRFIELD PAVEMENTS WITHIN THE

AT NO ADDITIONAL COST TO THE GOVERNMENT.

ANY DAMAGED CONCRETE PAVEMENT TO THE SATISFACTION OF THE GOVERNMENT,

PAVEMENT DURING DEMOLITION AND IS RESPONSIBLE FOR REPAIRING OR REPLACING

THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE INTEGRITY OF SURROUNDING

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

SECURITY FORCES SQUADRON:

BASE CIVIL ENGINEER:

BASE ENVIRONMENTAL:

AIRFIELD MANAGER:

CONTRACTING OFFICER:

28.

27.

26.

25.

24.

23.

22.

APRON AND TAXIWAY.

IN THE SPECIFICATION DOCUMENT. JET FUEL RESISTANCE SEALANT IS REQUIRED ON THE AIRFIELD

THE JOINT SEALANT MATERIAL SHALL CONFORM TO THE PRODUCT REQUIREMENTS DETAILED

IN ADVANCE.

WRITING AND APPROVED BY 914 CONTRACTING OFFICER AT MINIMUM 14 CALENDAR DAYS

IS NOT ALLOWED ON WEEKENDS OR GOVERNMENT HOLIDAYS UNLESS REQUESTED IN

WORK HOURS ARE 7:15 AM (0715) TO 4:00 PM (1600) MONDAY THROUGH FRIDAY. WORK

THIS PLAN ARE ALLOWED WITHOUT WRITTEN APPROVAL FROM 914 MSG/CEC.

SAFETY PHASING PLAN (CSPP) AS PROVIDED. NO MODIFICATIONS TO OR DEVIATIONS FROM

THE CONTRACTOR SHALL EXECUTE ALL WORK IN ACCORDANCE WITH THE CONSTRUCTION

10 DAYS IN ADVANCE FOR REVIEW AND APPROVAL.

AND APPROVAL. ANY CHANGES TO THE APPROVED SCHEDULE MUST BE SUBMITTED AT LEAST

AND DAYS OF WORK AT LEAST 21 DAYS PRIOR TO START OF WORK FOR GOVERNMENT REVIEW

THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE WITH PROPOSED HOURS

THE CONTRACTOR SHALL ALSO NOTIFY SECURITY FORCES SQUADRON AT (716) 236-2280.

WHEN COMPLETED FOR THE DAY BY CHECKING IN AND OUT, IN PERSON, AT BUILDING 700, ROOM 120.

THE CONTRACTOR SHALL NOTIFY AIRFIELD MANAGEMENT WHEN ENROUTE TO WORK AREA AND

REPRESENTATIVE (COR) A 72 HOUR NOTICE OF THE CONTRACTOR’S INTENT TO COMMENCE WORK.

THE CONTRACTOR SHALL GIVE THE CONTRACTING OFFICER OR CONTRACTING OFFICER’S

THE CONTRACTOR EMPLOYEES SHALL ABIDE BY THE DOD SMOKING POLICY.

POST SPEED LIMITS.

THE CONTRACTOR’S PERSONNEL, WHEN OPERATING MOTOR VEHICLES, SHALL ABIDE BY

RADAR.

METHODS AND EQUIPMENT INCLUDING LOCATORS AND GROUND PENETRATING

OWNERS UTILITIES. THE CONTRACTOR SHALL USE STANDARD UTILITY LOCATING

LOCATING AND MARKING ALL UTILITIES IN THE WORK AREA, INCLUDING THE

PRIOR TO OBTAINING A DIG PERMIT, THE CONTRACTOR IS RESPONSIBLE FOR

CONSTRUCTION AND BE RESPONSIBLE FOR ANY ASSOCIATED FEES.

PERMITS REQUIRED BY LOCAL STATE AND FEDERAL AGENCIES PRIOR TO

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL OBTAIN THE NECESSARY

TOLERANCE OF 0.010 VERTICAL FEET.

TO THE EXTENT PRACTICABLE. RELOCATE BENCHMARKS AS NECESSARY WITH A

PROTECT PROPERTY CORNERS AND BENCHMARKS WITHIN THE PROJECT BOUNDARY

ENGINEER OF ANY DISCREPANCIES AFFECTING THE SCOPE OF WORK.

LOCATION OF UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION. NOTIFY

CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS INCLUDING THE

ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.

INFORMATION AVAILABLE AND ARE GIVEN FOR CONVENIENCE ONLY. THE

UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING

PERSONNEL, THE CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE ACTION.

AWARE OF SERIOUS OR IMMINENT DANGER TO GOVERNMENT, CIVILIAN OR CONTRACTOR

IN RELEVANT REGULATIONS AND STANDARDS. WHENEVER THE CONTRACTOR BECOMES

SHALL REPORT ACCIDENTS OR LOSSES TO THE CONTRACTING OFFICER AS SPECIFIED

AS WELL AS AVOID INTERRUPTION OF GOVERNMENT OPERATIONS. THE CONTRACTOR

SHALL SAFEGUARD PUBLIC AND GOVERNMENT PERSONNEL, PROPERTY AND EQUIPMENT,

REGULATIONS, POLICIES, AND STANDARD OPERATING PROCEDURES. CONTRACTOR

52.236-14, 29 CFR PART 1910, PERTINENT PROVISIONS OF AR 385-10, AND LOCAL

HEALTHFUL WORK ENVIRONMENT FOR THEIR EMPLOYEES AS PRESCRIBED IN FAR

CONTRACTOR AND ASSOCIATED SUB-CONTRACTORS SHALL PROVIDE A SAFE AND

STATE AND LOCAL LAWS AND/OR CODES.

SKILLED IN THEIR PARTICULAR TRADES, AND CERTIFIED AS REQUIRED BY FEDERAL,

OF WORK, AND SHALL ENSURE THAT WORK SHALL BE PERFORMED BY WORKMEN

BY ITS SUBCONTRACTORS WITH THE PROVISIONS OF THE CONTRACT AND STATEMENT

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING COMPLIANCE

CONTRACTING OFFICER.

OR CHANGES MUST BE VERIFIED AND CONFIRMED IN WRITING TO THE

QUANTITIES PRIOR TO ORDERING MATERIAL. ANY DISCREPANCIES, AMBIGUITIES

THE CONTRACTOR SHALL FIELD VERIFY ALL SPECIFICATIONS, DIMENSIONS, AND

OWNER’S ENGINEER.

WERE COLLECTED FROM FIELD TOPOGRAPHIC SURVEY PROVIDED BY THE

NIAGARA FALLS RESERVE STATION. EXISTING GROUND SURFACE ELEVATIONS

FEATURES ARE BASED ON RECORD PLANS AND GIS INFORMATION PROVIDED BY

EXISTING SITE CONDITIONS WITHIN THE PROJECT BOUNDARY. EXISTING PLANIMETRIC

THE DESIGN SHOWN IS BASED ON THE ENGINEERS UNDERSTANDING OF THE

AND APPLICABLE FEDERAL, STATE, LOCAL, AND OSHA REGULATIONS.

ACCORDANCE WITH THE REQUIREMENTS OF THE DETAILED PROJECT SPECIFICATIONS

THE SCOPE OF WORK SHOWN ON THE CIVIL PLANS SHALL BE PERFORMED IN

OFFICER ON THIS PROJECT.

GENERAL NOTES THAT REFERENCE THE OWNER REFER TO THE CONTRACTING

(715) 236-3275

(OR CURRENT SFS POC)

MSGT GOODENBURY

AND APPLICABLE PHONE NUMBER)

(OR CURRENT BASE CIVIL ENGINEER

CHRISTOPHER RIZZO (716) 236-3115

(716) 236-3126

KIMBERLY POWELL

(716) 236-2358

GERRY GILCHRIST

(716) 236-2216

ANDREW CHURCH (914 MSG/PK)

TYPICAL SECTIONS

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

CS100

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

CONCRETE PAVEMENT REMOVALDETAIL N.T.S.

SEE TABLE FOR EXISTING THICKNESS

REMOVE EXISTING CONCRETE PAVEMENT.

N.T.S.DETAIL CONCRETE PAVEMENT

Pavement and Section Designation

Color

Boundary

Section

(inches)

Thickness Pavement Type

Section

Type of

(see note)

Area

Type Traffic

PINK 10

Concrete

Portland Cement Apron B

YELLOW 11.75

Concrete

Portland Cement Apron B

BLUE 10.25

Concrete

Portland Cement Taxiway A

ORANGE 14.5

Concrete

Portland Cement Taxiway A

GREEN 9.75

Concrete

Portland Cement Taxiway A1

NOTE: TRAFFIC DESIGNATIONS ARE BASED ON UFC 3-260-02.

A DEPTH GREATER THAN 6"

STONE BASE TO REMAIN WITH

EXISITNG S-1 CRUSHED

DESIGNATION" TABLE FOR THICKNESS.

REFER TO THE ABOVE "PAVEMENT AND SECTION

X" OF 650 PSI (FLEXURAL STRENGTH) CONCRETE.

A DEPTH GREATER THAN 6".

BASE TO REMAIN WITH

S-1 CRUSHED STONE

COMPACT EXISTING

SCHEDULES FOR IMPROVEMENTS

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

NUMBER

SLAB

PAVEMENT TREATMENT

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

NUMBER

SLAB

PAVEMENT TREATMENT

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

1001 1.25

1011 1.88

1018 7.88

1021 3.50

1023 1.88

1027 6.13

1028 0.75

1034 7.44

1039 2.00

1040 0.50

1051 15.32

1052 12.88

1055 7.00

1058 12.57

1061 7.44

1062 2.07

1066 6.25

1068 0.94

1073 0.75

1074 1.00

1081 0.94

1087 0.75

1088 6.75

1095 7.13

1096 6.57

1100 6.00

1102 5.00

1104 5.63

2001 1.75

2005 13.00

2010 2.25

2012 15.69

2013 1.50

2018 2.19

2021 9.38

2022 4.88

2027 14.50

2030 16.32

2033 6.57

2034 4.50

2040 3.00

2041 0.75

2045 15.00

2048 5.00

2054 4.07

2055 6.38

2060 4.50

2075 2.82

2082 13.50

2089 2.63

2093 7.69

2101 1.50

2104 3.00

2106 1.50

2107 0.75

2111 10.94

2112 2.25

2113 1.25

2114 7.25

2115 0.75

2120 1.88

2121 9.00

2122 2.19

2124 3.94

2126 14.19

2129 4.50

2131 1.57

2133 1.25

2134 1.75

2135 3.00

2136 1.13

2137 1.25

2139 1.00

2140 0.38

2143 1.50

2145 1.82

2146 0.38

2151 1.32

3001 1.88

3003 10.00

3008 0.38

3010 0.57

3016 0.57

3020 3.00

3023 3.50

3024 2.19

3026 1.25

3031 5.25

3035 12.50

3038 1.13

3041 0.38

3049 11.38

3054 0.75

3057 3.38

3060 4.00

3062 0.50

3063 1.69

3065 0.88

3067 1.25

3068 1.88

3069 1.00

3071 0.75

3073 1.00

3074 3.44

3077 1.88

3078 6.38

3079 1.50

3080 1.88

3085 4.38

3086 1.25

3087 9.88

3088 3.38

3090 1.75

3091 14.32

3092 8.75

3093 14.00

3096 2.63

3098 4.32

3099 1.88

3101 1.25

3106 0.75

3107 6.38

3111 4.50

3112 0.75

3120 1.00

3121 1.00

3122 0.38

3123 10.88

3126 1.57

3128 0.75

3130 0.75

3131 13.75

3132 1.50

3133 5.63

3140 3.75

3142 0.75

3143 1.32

3144 5.25

3145 1.00

3150 5.88

3151 5.13

3152 1.13

3153 0.38

3154 16.25

4001 18.00

4003 15.00

4011 15.82

4012 12.13

4015 14.94

4016 21.88

4021 2.00

4023 16.88

4024 1.00

4025 13.75

4027 16.63

4028 10.63

4029 10.50

4030 3.07

4031 5.50

4032 37.00

4039 18.19

4041 7.50

4043 8.25

4044 10.63

4046 1.63

4047 2.94

4048 6.00

4049 1.94

4059 1.00

4060 1.57

4061 13.50

4062 4.13

4063 2.63

4067 1.25

4075 5.63

4076 17.19

4078 4.00

4081 6.38

4101 1.57

4107 6.00

4108 6.57

4110 8.25

4111 3.75

4112 7.50

4114 1.57

4123 17.32

4135 9.00

4159 1.25

4160 4.75

4162 13.13

4163 10.32

4167 4.07

4175 14.25

4176 6.19

4189 1.25

4197 0.57

4198 2.19

4202 1.25

4203 0.57

4204 1.25

4205 15.00

4206 4.00

4212 5.25

4217 18.00

4219 7.00

4220 9.19

4223 17.19

4225 11.38

5030 1.00

5046 0.75

5049 25.69

5051 3.75

5052 6.19

5054 4.38

5064 0.94

5065 2.44

5077 11.25

5078 21.00

5087 8.50

5095 3.94

5098 1.25

5101 0.75

5102 6.57

5103 0.94

5106 11.88

5110 6.88

5112 11.00

5114 24.75

5115 1.57

5116 5.00

5120 5.00

5121 12.19

5130 1.50

5135 1.88

5171 2.63

5174 17.63

5191 3.75

5192 14.25

5194 3.50

5195 150.1

5199 5.00

5200 0.75

5201 17.50

5209 4.50

5211 5.19

5212 9.25

5213 1.25

5217 11.38

5218 1.75

5219 0.75

5220 2.00

5221 1.57

5222 1.00

5225 0.57

5226 1.57

5229 4.00

5230 1.57

5232 0.94

5233 2.00

5234 0.57

5235 0.75

5237 1.25

5253 1.00

6008 8.50

6011 0.57

6013 0.75

6014 1.32

6024 7.13

6025 0.94

6028 47.25

6029 5.69

6031 32.12

6036 8.25

6037 2.75

6042 0.50

6045 1.00

6046 13.25

6052 1.13

6075 1.57

6077 2.44

6087 19.38

7002 0.57

7003 0.75

7005 0.75

7006 0.94

7009 14.63

7012 0.75

7014 6.38

7015 4.13

7018 3.44

7035 4.38

7036 3.75

7043 6.25

7044 2.63

7045 24.19

7046 1.88

7047 3.50

7048 5.50

7054 15.94

7055 13.13

7057 7.00

7059 10.13

7060 2.25

7062 15.19

7064 18.75

7068 0.57

7071 4.38

7073 0.75

7076 3.07

7084 2.63

7085 1.00

7086 2.25

7109 0.75

7112 0.63

7113 5.07

7117 0.75

7118 0.75

7122 3.57

7128 1.13

7135 1.50

7139 1.50

7142 2.25

8002 4.38

8003 1.69

8014 1.88

8019 0.75

8024 4.69

8029 1.13

8031 9.00

8034 4.69

8035 6.38

8036 0.75

8039 6.69

8040 19.50

8041 0.82

8042 8.44

8044 3.50

8049 5.63

8052 1.13

8053 1.88

8072 2.25

8079 9.57

8085 3.75

8086 14.00

8087 9.25

8088 77.88

8089 44.13

8090 1.00

8091 10.75

8092 31.50

8094 2.25

8101 3.00

8105 4.50

8113 1.50

8116 19.38

8117 16.50

8119 26.38

8120 15.00

8121 15.00

8122 5.63

8123 8.50

8124 3.50

8126 7.88

8127 3.50

8128 12.25

8130 16.32

8136 13.38

8138 3.44

8149 0.75

8172 9.63

8173 7.50

8176 12.00

8177 8.00

8178 28.63

8179 15.57

8180 11.00

8181 19.00

8182 0.75

8190 8.00

8193 7.88

8195 1.00

8216 1.88

8217 1.75

8218 1.32

8220 2.25

8226 1.75

8229 0.57

8236 1.25

8239 5.75

8240 1.50

8241 2.00

8242 0.94

8243 2.00

8245 1.25

8246 0.57

8253 0.75

8258 0.57

9004 8.44

9005 5.25

9006 0.57

9010 2.75

9011 2.19

9016 13.13

9017 9.00

9018 1.50

9020 1.25

9021 2.75

9023 22.00

9025 1.82

9029 7.88

9031 3.00

9034 1.50

9036 3.50

9038 14.50

9040 3.57

9041 1.63

9043 14.44

9045 8.75

9046 1.25

9054 7.19

9066 8.25

9076 1.88

9081 55.13

9082 26.13

9083 14.63

9084 1.25

9089 4.75

9092 7.25

9095 2.50

9102 2.50

9106 4.88

9137 0.94

9154 1.13

9156 0.57

9157 5.00

9178 2.82

9181 3.00

9182 3.44

9184 1.88

9185 7.00

9191 8.44

9192 3.50

10002 1.25

10003 0.94

10004 0.94

10007 5.00

10008 1.57

10010 2.25

10011 1.88

10017 0.57

10020 3.00

10021 8.32

10022 0.38

10023 0.94

10024 8.25

10025 5.32

10029 1.13

10030 12.25

10032 10.50

10034 0.94

10044 1.25

10047 7.50

10049 0.57

10056 0.75

10066 0.94

10068 7.00

10069 1.38

10105 0.50

10107 3.38

10108 4.50

10109 1.50

10110 1.13

10117 0.38

10118 1.25

10125 0.57

10128 1.88

10129 0.57

10130 2.44

10137 2.75

10157 2.13

10162 4.13

10167 1.13

10169 3.25

10171 6.50

10173 20.82

10174 11.88

NUMBER

SLAB

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

PAVEMENT TREATMENT

NUMBER

SLAB

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

PAVEMENT TREATMENT

NUMBER

SLAB

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

PAVEMENT TREATMENT

NUMBER

SLAB

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

PAVEMENT TREATMENT

SCHEDULES FOR IMPROVEMENTS

D e fa u lt

J:

\2

\0

.0

R e p a ir

A ir fi e ld

P a v e m e n t

S p a ll in g \0

D r a w in g s \D

G N \C

A D

S h e e ts \0

-s h t-

S c h e d u le s .d g n

F

IL

E

N

A M

E

M O

D E

L

2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

12049 2.50

12054 1.50

12058 1.25

10260 4.57

12061 7.50

12063 2.63

12066 5.63

12074 1.57

12091 6.94

12105 1.25

12111 1.50

12113 0.75

10175 10.50

10176 3.75

10177 1.13

10189 0.57

10190 48.13

10197 1.32

11004 1.32

11007 0.75

11009 0.25

11010 1.13

11016 160.5

11022 14.63

11024 5.32

11025 311.4

11026 3.07

11027 0.75

11029 4.38

11030 373.1

11032 32.82

11033 9.21

11034 11.68

11045 2.63

11053 152.5

11055 3.94

11056 0.75

11069 4.82

11072 9.19

11085 1.69

11106 1.50

11075 0.75

11077 0.38

11106 1.50

11115 2.25

11117 9.00

11119 2.63

11125 5.32

11131 2.25

11132 12.25

11133 7.13

11135 4.88

11139 5.07

11143 0.94

11144 7.44

11145 12.25

11150 0.57

11155 12.00

11161 6.25

11162 3.25

11165 8.44

11176 0.50

11179 1.69

11191 2.25

11193 12.38

11196 2.19

11197 3.44

11198 3.00

11202 6.00

11234 1.88

11235 0.57

11237 1.50

11239 3.69

11240 1.00

11243 3.00

11244 2.50

11252 0.57

11253 9.50

11254 5.00

11256 2.50

11258 9.00

11261 2.82

11262 0.75

11264 7.57

11265 3.50

12003 5.00

12016 12.69

12017 6.50

12029 0.57

12030 0.38

12031 0.38

12032 152.5

12035 3.00

12039 13.07

12045 4.00

12048 4.38

NUMBER

SLAB

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

PAVEMENT TREATMENT

NUMBER

SLAB

PATCH

DEPTH

PARTIAL

PATCH

DEPTH

FULL

SQ FT SQ FT

PAVEMENT TREATMENT

MATCH LINE PLAN SHEET 11

KEYMAP

EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

J:

\2

\0

.0

R e p a ir

A ir fi e ld

P a v e m e n t

S p a ll in g \0

D r a w in g s \D

G N \C

A D

S h e e ts \0

-s h t-

P la n

.d g n

F

IL

E

N

A M

E

M O

D E

L

2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012

1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025

1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038

1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050

1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061

1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072

1073 1074 1075 1076 1077 1078 1079 1080 1081 1082

1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094

1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105

MATCH LINE PLAN SHEET 12

MATCH LINE PLAN SHEET 10

KEYMAP

EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

J:

\2

\0

.0

R e p a ir

A ir fi e ld

P a v e m e n t

S p a ll in g \0

D r a w in g s \D

G N \C

A D

S h e e ts \0

-s h t-

P la n

.d g n

F

IL

E

N

A M

E

M O

D E

L

2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022

2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033

2034 2035

2037 2038 2039 2040

2041 2042 2043 2044

2045 2046 2047 2048 2049 2050 2051 2052 2053 2054 2055

2056 2057 2058 2059 2060 2061 2062 2063 2064 2065 2066

2067 2068 2069 2070 2071 2072 2073 2074 2075 2076 2077

2078 2079 2080 2081 2082 2083 2084 2085 2086 2087 2088

2089 2090 2091 2092 2093 2094 2095 2096 2097 2098 2099

2100 2101 2102 2103 2104 2105 2106 2107 2108 2109 2110

2111 2112 2113 2114 2115 2116 2117 2118 2119 2120 2121

2122 2123 2124 2125 2126 2127 2128 2129 2130 2131 2132

2133 2134 2135 2136 2137 2138 2139 2140 2141 2142 2143

2144 2145 2146 2147 2148 2149 2150 2151 2152 2153 2154

MATCH LINE PLAN SHEET 11

MATCH LINE PLAN SHEET 13

1"=10' 3 12

KEYMAP

EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

J:

\2

\0

.0

R e p a ir

A ir fi e ld

P a v e m e n t

S p a ll in g \0

D r a w in g s \D

G N \C

A D

S h e e ts \0

-s h t-

P la n

.d g n

F

IL

E

N

A M

E

M O

D E

L

2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

3001 3002 3003 3004 3005 3006 3007 3008 3009 3010 3011

3012 3013 3014 3015 3016 3017 3018 3019 3020 3021 3022

3023 3024 3025 3026 3027 3028 3029 3030 3031 3032 3033

3034 3035 3036 3037 3038 3039 3040 3041 3042 3043 3044

3045 3046 3047 3048 3049 3050 3051 3052 3053 3054 3055

3056 3057 3058 3059 3060 3061 3062 3063 3064 3065 3066

3067 3068 3069 3070 3071 3072 3073 3074 3075 3076 3077

3078 3079 3080 3081 3082 3083 3084 3085 3086 3087 3088

3089 3090 3091 3092 3093

3095 3096 3097 3098 3099

3100 3101 3102 3103 3104 3105 3106 3107 3108 3109 3110

3111 3112 3113 3114 3115 3116 3117 3118 3119 3120

3122 3123 3124 3125 3126 3127 3128 3129 3130 3131 3132

3133 3134 3135 3136 3137 3138 3139 3140 3141 3142 3143

3144 3145 3146 3147 3148 3149 3150 3151 3152 3153 3154

MATCH LINE PLAN SHEET 12

MATCH LINE PLAN SHEET 14

M A

T C

H

L

IN

E

P

L A

N

S

H E

E T

KEYMAP

EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

J:

\2

\0

.0

R e p a ir

A ir fi e ld

P a v e m e n t

S p a ll in g \0

D r a w in g s \D

G N \C

A D

S h e e ts \0

-s h t-

P la n

.d g n

F

IL

E

N

A M

E

M O

D E

L

2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

4002 4003 4004 4005 4006 4007 4008 4009 4010 4011

4012 4013 4014 4015 4016 4017 4018 4019 4020 4021 4022

4023 4024 4025 4026 4027 4028 4029 4030 4031 4032 4033

4034 4035 4036 4037 4038 4039 4040 4041 4042 4043 4044 4045 4046 4047 4048 4049

4050 4051 4052 4053 4054 4055 4056 4057 4058 4059 4060 4061 4062 4063 4064 4065

4066 4067 4068 4069 4070 4071 4072 4073 4074 4075 4076 4077 4078 4079 4080 4081

4082 4083 4084 4085 4086 4087 4088 4089 4090 4091 4092 4093 4094 4095 4096 4097

4098 4099 4100 4101 4102 4103 4104 4105 4106 4107 4108 4109 4110 4111 4112 4113

4114 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129

4130 4131 4132 4133 4134 4135 4136 4137 4138 4139 4140 4141 4142 4143 4144 4145

4146 4147 4148 4149 4150 4151 4152 4153 4154 4155 4156 4157 4158 4159 4160 4161

4162 4163 4164 4165 4166 4167 4168 4169 4170 4171 4172 4173 4174 4175 4176 4177

4178 4179 4180 4181 4182 4183 4184 4185 4186 4187 4188 4189 4190 4191 4192 4193

4194 4195 4196 4197 4198 4199 4200 4201 4202 4203 4204 4205 4206 4207 4208 4209

4210 4211 4212 42134214 4215 4216 4217 4218 4219 4220 4221 4222 4223 4224 4225 4226

MATCH LINE PLAN SHEET 15

MATCH LINE PLAN SHEET 13

M A

T C

H

L

IN

E

P

L A

N

S

H E

E T

M A

T C

H

L

IN

E

P

L A

N

S

H E

E T

KEYMAP

EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

J:

\2

\0

.0

R e p a ir

A ir fi e ld

P a v e m e n t

S p a ll in g \0

D r a w in g s \D

G N \C

A D

S h e e ts \0

-s h t-

P la n

.d g n

F

IL

E

N

A M

E

M O

D E

L

2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

5001 5002 5003 5004 5005 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016

5017 5018 5019 5020 5021 5022 5023 5024 5025 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 5037

5038 5039 5040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058

5059 5060 5061 5062 5063 5064 5065 5066 5067 5068 5069 5070 5071 5072 5073 5074 5075 5076 5077 5078 5079

5080 5081 5082 5083 5084 5085 5086 5087 5088 5089 5090 5091 5092 5093 5094 5095 5096 5097 5098 5099 5100

5101 5102 5103 5104 5105 5106 5107 5108 5109 5110 5111 5112 5113 5114 5115 5116 5117 5118 5119 5120 5121

5122 5123 5124 5125 5126 5127 5128 5129 5130 5131 5132 5133 5134 5135 5136 5137 5138 5139 5140 5141 5142

5143 5144 5145 5146 5147 5148 5149 5150 5151 5152 5153 5154 5155 5156 5157 5158

5159 5160 5161 5162 5163 5164 5165 5166 5167 5168 5169 5170 5171 5172 5173 5174

5175 5176 5177 5178 5179 5180 5181 5182 5183 5184 5185 5186 5187 5188 5189 5190

5191 5192 5193 5194 5195 5196 5197 5198 5199 5200 5201 5202 5203 5204 5205 5206

5207 5208 5209 5210 5211 5212 5213 5214 5215 5216 5217 5218 5219 5220 5221 5222

5223 5224 5225 5226 5227 5228 5229 5230 5231 5232 5233 5234 5235 5236 5237 5238

5239 5240 5241 5242 5243 5244 5245 5246 5247 5248 5249 5250 5251 5252 5253 5254

MATCH LINE PLAN SHEET 14

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

6001 6002 6003 6004 6005 6006 6007 6008 6009 6010 6011 6012 6013 6014 6015 6016

6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033

6053 6054

6067 6068

6077 6078 6079 6080

6083 6084

6087 6088

MATCH LINE PLAN SHEET 17

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

CS100

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

7001 7002 7003 7004 7005 7006 7007 7008 7009 7010 7011 7012 7013 7014 7015 7016 7017 7018 7019 7020 7021

7022 7023 7024 7025 7026 7027 7028 7029 7030 7031 7032 7033 7034 7035 7036 7037 7038 7039 7040 7041 7042

7045 7046 7047 7048 7049 7050 7051 7052 7053 7054 7055 7056 7057 7058 7059 7060 7061 7062 7063 7064

7069 7070

7075 7076

7080 7081

7093 7094 7095 7096

7099 7100

7106 7107

7110 7111

7125 7126

7132 7133

12001

12022

12028

MATCH LINE PLAN SHEET 16

MATCH LINE PLAN SHEET 18

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EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

8001 8002 8003 8004 8005 8006 8007 8008 8009 8010 8011 8012 8013 8014 8015 8016 8017 8018 8019 8020 8021 8022

8023 8024 8025

8026 8027 8028

8029 8030 8031 8032 8033 8034 8035 8036 8037 8038 8039 8040 8041 8042 8043 8044 8045 8046 8047

8048 8049 8050 8051 8052 8053 8054 8055 8056 8057 8058 8059 8060 8061 8062 8063 8064

8065 8066 8067 8068 8069 8070 8071 8072 8073 8074 8075 8076 8077 8078 8079 8080 8081

8082 8083 8084 8085 8086 8087 8088 8089 8090 8091 8092 8093 8094 8095 8096 8097 8098

8099 8100 8101 8102 8103 8104 8105 8106 8107 8108 8109 8110 8111 8112 8113 8114 8115

8116 8117 8118 8119 8120 8121 8122 8123 8124 8125 8126 8127 8128 8129 8130 8131 8132

8133 8134 8135 8136 8137 8138 8139 8140 8141 8142 8143 8144 8145 8146 8147 8148 8149

8150 8151 8152 8153 8154 8155 8156 8157 8158 8159 8160 8161 8162 8163 8164 8165 8166 8167 8168 8169 8170 8171

8172 8173 8174 8175 8176 8177 8178 8179 8180 8181 8182 8183 8184 8185 8186 8187 8188 8189 8190 8191 8192 8193

8194 8195 8196 8197 8198 8199 8200 8201 8202 8203 8204 8205 8206 8207 8208 8209 8210 8211 8212 8213 8214 8215

8216 8217 8218 8219 8220 8221 8222 8223 8224 8225 8226 8227 8228 8229 8230 8231 8232 8233 8234 8235 8236 8237

8238 8239 8240 8241 8242 8243 8244 8245 8246 8247 8248 8249 8250 8251 8252 8253 8254 8255 8256 8257 8258 8259

MATCH LINE PLAN SHEET 17

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EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

9001 9002 9003 9004 9005 9006 9007 9008 9009 9010 9011 9012 9013 9014 9015 9016 9017 9018 9019 9020 9021 9022

9023 9024 9025 9026 9027 9028 9029 9030 9031 9032 9033 9034 9035 9036 9037 9038 9039 9040 9041 9042 9043 9044

9045 9046 9047 9048 9049 9050 9051 9052 9053 9054 9055 9056 9057 9058 9059 9060 9061 9062 9063 9064 9065 9066

9067 9068 9069 9070 9071 9072 9073 9074 9075 9076 9077 9078 9079 9080 9081 9082 9083 9084 9085 9086 9087 9088

9089 9090 9091 9092 9093 9094 9095 9096 9097 9098 9099 9100 9101 9102 9103 9104 9105 9106 9107 9108 9109 9110

9111 9112 9113 9114 9115 9116 9117 9118 9119 9120 9121 9122 9123 9124 9125 9126 9127 9128 9129 9130 9131 9132

9133 9134 9135 9136 9137 9138 9139 9140 9141 9142 9143 9144 9145 9146 9147 9148 9149 9150 9151 9152 9153 9154

9155 9156 9157 9158 9159 9160 9161 9162 9163 9164 9165 9166 9167 9168 9169 9170 9171 9172 9173 9174 9175 9176

9177 9178 9179 9180 9181 9182 9183 9184 9185 9186 9187 9188 9189 9190 9191 9192 9193 9194 9195 9196 9197 9198

9199 9200 9201 9202 9203 9204 9205 9206 9207 9208 9209 9210 9211 9212 9213 9214 9215 9216 9217 9218 9219 9220

MATCH LINE PLAN SHEET 20

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EXISTING CONDITION AND PROPOSED IMPROVEMENTS

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

10001 10002 10003 10004 10005 10006 10007 10008 10009 10010 10011 10012 10013 10014 10015 10016 10017 10018 10019 10020

10021 10022 10023 10024 10025 10026 10027 10028 10029 10030 10031 10032 10033 10034 10035 10036 10037 10038 10039 10040

10041 10042 10043 10044 10045 10046 10047 10048 10049 10050 10051 10052 10053 10054 10055 10056 10057 10058 10059 10060

10061 10062 10063 10064 10065 10066 10067 10068 10069 10070 10071 10072 10073 10074 10075 10076 10077 10078 10079 10080

10081 10082 10083 10084 10085 10086 10087 10088 10089 10090 10091 10092 10093 10094 10095 10096 10097 10098 10099 10100

10101 10102 10103 10104 10105 10106 10107 10108 10109 10110 10111 10112 10113 10114 10115 10116 10117 10118 10119 10120

10121 10122 10123 10124 10125 10126 10127 10128 10129 10130 10131 10132 10133 10134 10135 10136 10137 10138 10139 10140

10141 10142 10143 10144 10145 10146 10147 10148 10149 10150 10151 10152 10153 10154 10155 10156 10157 10158 10159 10160

10161 10162 10163 10164 10165 10166 10167 10168 10169 10170 10171 10172 10173 10174 10175 10176 10177 10178 10179 10180

10181 10182 10183 10184 10185 10186 10187 10188 10189 10190 10191 10192 10193 10194 10195 10196 10197 10198 10199 10200

MATCH LINE PLAN SHEET 19

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KEYMAP

EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

J:

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

CS100

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

11001 11002 11003 11004 11005 11006 11007 11008 11009 11010 11011 11012

11013 11014

11015

11016

11017 11018 11019 11020

11021 11022 11023 11024 11025 11026 11027 11028 11029 11030

11031 11032 11033 11034 11035 11036 11037 11038

11039 11040 11041 11042 11043 11044 11045 11046 11047 11048

11049 11050 11051 11052 11053 11054 11055 11056 11057 11058 11059 11060 11061 11062 11063 11064 11065 11066 11067 11068

11069 11070 11071 11072 11073 11074 11075 11076 11077 11078 11079 11080 11081 11082 11083 11084 11085 11086 11087 11088

11089 11090 11091 11092 11093 11094 11095 11096 11097 11098 11099 11100 11102 11103 11104 11105 11106 11107 11108 11109

11110 11111 11112 11113 11114 11115 11116 11117 11118 11119 11120 11121 11122 11123 11124 11125 11126 11127 11128 11129

11130 11131 11132 11133 11134 11135 11136 11137 11138 11139 11140 11141 11142 11143 11144 11145 11146 11147 11148 11149

11150 11151 11152 11153 11154 11155 11156 11157 11158 11159 11160 11161 11162 11163 11164 11165 11166 11167 11168 11169

11170 11171 11172 11173 11174 11175 11176 11177 11178 11179 11180 11181 11182 11183 11184 11185 11186 11187 11188 11189

11190 11191 11192 11193 11194 11195 11196 11197 11198 11199 11200 11201 11202 11203 11204 11205 11206 11207 11208 11209

11210 11211 11212 11213 11214 11215 11216 11217 11218 11219 11220 11221 11222 11223 11224 11225 11226 11227 11228 11229

11230 11231 11232 11233 11234 11235 11236 11237 11238 11239 11240 11241 11242 11243 11244 11245 11246 11247 11248 11249

11250 11251 11252 11253 11254 11255 11256 11257 11258 11259 11261 11262 11263 11264 11265 11266 11267 11268 11269 11260

1572628643C Polygon

MATCH LINE PLAN SHEET 20

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EXISTING CONDITION AND PROPOSED IMPROVEMENTS

D e fa u lt

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

CS100

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021

SCALE IN FEET

010 10

LEGEND

1234 SLAB NUMBER

FULL DEPTH PATCH

AND REPLACED WITH

SLAB TO BE REMOVED

PARTIAL DEPTH PATCH

SLAB TO BE REPAIRED WITH

12001 12002 12003 12004 12005 12006 12007 12008 12009 12010 12011 12012 12013 12014 12015 12016

12017

12018 12019 12020 12021

12022 12023 12024 12025

12026

12027

12028 12029 12030 12031 12032

12033 12034 12035 12036 12037 12038 12039 12040 12041

12042

12043 12044

12045 12046 12047

12048 12049 12050 12051

12052

12053

12054

12055 12056

12057 12058 12059

12060 12061

12062 12063 12064

12065

12066

12067

12068

12069 12070

12071

12072

12073 12074

12075

12076

12077 12078 12079

12080 12081

12082 12083 12084 12085

12086 12087

12088 12089

12090 12091 12092

12093 12094

12095 12096

12097 12098 12099

12100 12101 12102

12103 12104

12105 12106 12107

12108 12109

12110 12111

12112 12113

12114 12115

12116 12117 12118

12119 12120 12121 12122

12123 12124

12125 12126

12127 12128

PAVEMENT MARKING PLANS & DETAILS

D e fa u lt

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2709 McGRAW DRIVE

BLOOMINGTON, ILLINOIS 61704

(309) 663-8435 / info@f-w.com

GROUP

REV DATE DESCRIPTION INITIAL

AFRC-914th AW

AFI 32-7062, AIR FORCE COMPREHENSIVE PLNG

DATE:

AIR FORCE RESERVE

NIAGARA FALLS AIR RESERVE STATION

NEW YORK

TAB NO. SCALE: AS INDICATED

OVERALL SITE PLAN

USAF-Repair Airfield Pavement Spalling

11 AUGUST 2021SCALE IN FEET

050 50

N.T.S.DETAIL

6" WIDE BLACK PAINT

6" WIDE YELLOW PAINT

6" WIDE BLACK PAINT

PAINT MARKING

6" WIDE RED PAINT

PROPOSED YELLOW AND BLACK PAINT MARKING

LOCATION

MARKING

PAINT

NUMBER

SLAB

(FOOT)

LENGTH

A 2001 12.6

B 2033 10.8

C 2041 2.7

D 2060 12.7

E

3060, 3061, 3071, 3072, 3082, 3083

3016, 3017, 3027, 3028, 3038, 3039, 3049, 3050, 2126, 2127, 2137, 2138, 2148, 2149, 3005, 3006, 2082, 2083, 2093, 2094, 2104, 2105, 2115, 2116, 191.7

F 3126 13.7

G 3128 11.7

H 4003 7.2

I 4011, 4012 13.3

J 4012 12.4

K 4015, 4016 24.2

L 3140, 3151, 3152 27.5

M 4011 10.9

N 4021 12.3

O 4027 14.9

P 4067 13.3

Q 4163 12.3

R 5102 12.5

S 5192, 5208, 5224, 5225 66.9

T 6037 16.6

U 7043 4.3

V 8216 12.3

W 8172 12.3

X 5054 12.7

Y 4081, 9045, 9023 27.2

Z 7045 23.4

AA 7109 19.9

BB 7085 21.1

CC 7057, 7073 19.7

DD 7015, 7036 26.3

EE 8253 9.5

FF 7059, 7060 14.1

GG 7112, 7113 40.0

HH 8091 12.2

II 8040 24.9

JJ 9191 12.5

KK 9081 12.4

LL 9016 6.7

MM 12091 19.9

NN 12063 4.1

OO 11243 24.5

PP 11143 12.3

QQ 10174 12.3

RR 10034 25.7

SS 11264, 12016, 12042, 12054, 12066 54.5

PROPOSED RED PAINT MARKING

LOCATION

MARKING

PAINT

NUMBER

SLAB

(foot)

LENGTH

1 5225, 5226 25.0

2 5229 12.3

3 5216 TO 5235 87.1

4 8239 TO 8243 62.5

5 8245, 8246 24.8

6 8253 12.2

7 8236 12.1

8 11234, 11235 24.8

9 11237 11.9

10 11239, 11240 24.7

11 11243, 11244 24.9

A

N

C

B

D

E

F G

H

I

J

K

L

M

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

DD

EE

FF

GG

MM

HH

II

JJ

KK

LL

NN

OO

PP

QQ

RR

SS

1 2

8 9 10 11

4 5

22872471

27322837

2582 2197

2592 2182

22592500

11235

11095

21542422

11307

11110

11100

11240

11105

11115

11333

11090

11080

11085

11398

11230

11189

11245

11075

11461 11403

11293

11184

11301

11524

11519

11466

11130

11070

11393

11125

11338

11574

3362 1337

11194

11135

3367 1749

11120

11414

11179

11252

11654

11065

11225

11735

11471

11456

11730

11790 11664

11283

11795

11579

4992 4917

11317

13278

11514

11529

11141

11857

11569

11199

11345

11863

11174

11060

11926 11931

11588

31343372

13277

11388

11994

11740

11421

11258

11803

11648

11785 11725

11999

11669

11659

11852

11507 11146

11446

11868

12074

12079

11220

11536

11055

11921

11478

12212

11936

12149

11597

12144

11989

11204

11916

11720

12004

11643

11169

12069

11676

11322

11810

2399 2353

11276

12217

11745

11847

11561

11873

12279

11350

12207

12084

11780

11377

11984

11441

11050

12158

12284

12139

11502

11426

12222

11483

12062

11541

11556

13276

5383 5317

12202

14446

12344

11210

12163

12274

11941 12009

12134

12289

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