T80-11612 Combined_Bid Set.pdf_safe.pdf

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ENGINEER

THE THRASHER GROUP

ATTN: NICOLE M. PRICE, PE

(304) 423-5991

THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP INC.

REPRODUCTION OF THESE DOCUMENTS IN WHOLE OR IN PART, FOR ANY REASON WITHOUT PRIOR WRITTEN

PERMISSION, IS STRICTLY PROHIBITED.

PHONE: (304) 561-6317

1703 COONSKIN DR.

CHARLESTON, WV 25311-1085

CLIENT'S CONTACT

WV ARMY NATIONAL GUARD

ATTN: JIM SKAGGS

(304)-719-8745

CONTACTS

WEST VIRGINIA ARMY

RESERVE NATIONAL GUARD

FOR

WHEELING AASF #2

TAXIWAY REPAIRS

T80-11612

OHIO COUNTY, WEST VIRGINIA

JULY 2026

APPROXIMATE SITE LOCATION

WEST VIRGINIA ARMY NATIONAL GUARD

APPROXIMATE SITE LOCATION

THIS PLAN SET DEPICTS THE NECESSARY INFORMATION FOR EROSION AND SEDIMENT CONTROL MEASURES AS

REQUIRED BY THE WVDEP FOR STORM WATER PERMITTING PURPOSES.

ISSUED FOR PERMITS BY:

NICOLE M. PRICE, WV P.E. #21372

DATE:

ISSUED FOR BID BY:DATE:

ISSUED FOR CONSTRUCTION BY:DATE:

BRIDGEPORT, WV OFFICE

600 WHITE OAKS BLVD.

BRIDGEPORT, WV 26330

(304) 624-4108

PO BOX 940

CONTRACTOR SHALL NOTIFY THE ONE-CALL SYSTEM OF THE INTENDED EXCAVATION OR DEMOLITION NOT LESS THAN FORTY-EIGHT (48) HOURS, EXCLUDING SATURDAYS, SUNDAYS AND LEGAL FEDERAL OR STATE HOLIDAYS, NOR MORE THAN TEN (10) WORK DAYS PRIOR TO THE BEGINNING OF SUCH WORK.

CALL811.COM/811-IN-YOUR-STATE

SHEET INDEX

SHEET DESCRIPTION

C1.00 GENERAL NOTES AND QUANTITIES

C2.00 OVERALL SITE PLAN

C2.01-C2.05 SITE PLAN

C3.00 PAVEMENT MARKING PLAN

C4.00-C4.03 DETAILS

EXISTING STATIC

GROUNDING POINT TO

BE REMOVED AND REPLACED

EXISTING STATIC

GROUNDING POINT TO

BE REMOVED AND REPLACED

SF

SF

g g g g g g g g g ggggggg g g g

EXISTING STATIC

GROUNDING POINT

NOT TO BE DISTURBED (TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 2(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 1(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT BASE BID (TYP)

PROPOSED

CRACK SEALING (TYP)

PROPOSED

DITCH LINE

PROPOSED

DITCH LINE

REGRADE FROM EDGE OF CONCRETE

APRON TO INLET.

EDGE OF APRON SHOULD HAVE

APPROXIMATELY 2" REMOVED TO ALLOW

WATER SHEET FLOW OFF OF CONCRETE.

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P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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MATCH LINE SEE SHEET C2.03

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2.02

SITE PLAN

NOTE:

1. CONCRETE SLABS THAT HAVE AN GROUNDING POINT THAT ARE TO BE REMOVED SHOULD BE

REPLACED. ANY SLABS THAT HAVE TIE-DOWNS, THESE SHOULD REMAIN IN AND PLACE AND NEW

CONCRETE POURED AROUND.

2. CONCRETE SHOWN FOR REMOVAL INCLUDES 2' BEYOND JOINT TO GET PAST EXISTING DOWEL BARS.

3. ALL CONCRETE CAN BE REMOVED OFFSITE. ANY EXCESS MATERIAL SHOULD REMAIN ONSITE AND

STOCKPILED IN AREAS DESIGNATED BY OWNER.

4. WORK AREAS SHOULD BE CLOSED TO AIRCRAFT/HELICOPTERS AND SHOULD BE DELINEATED CLOSED

WITH LOW PROFILE BARRICADES.

BE REMOVED AND REPLACED

SF

SFg g g g g g g ggggg

EXISTING STATIC

GROUNDING POINT

TO REMAIN IN PLACE (TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 2(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 1(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT (BASE BID) (TYP)

REGRADE FROM EDGE OF CONCRETE APRON TO INLET.

EDGE OF APRON SHOULD HAVE APPROXIMATELY 2"

REMOVED TO ALLOW WATER SHEET FLOW OFF OF

CONCRETE. EXCESS MATERIAL SHOULD REMAIN

ONSITE AND BE STOCKPILED.

LOWER EXISTING INLET

RIM ELEVATION: 1180.76'

PROPOSED INLET

PROTECTION (TYP)

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39 40 41 42 43 44 45 46 47 48

EXISTING ASPHALT SURFACE

TO BE MILLED 2" WITH

OVERLAY

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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MATCH LINE SEE SHEET C2.04

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H E

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C 2.

SITE PLAN

NOTE:

1. CONCRETE SLABS THAT HAVE AN GROUNDING POINT THAT ARE TO BE REMOVED SHOULD BE

REPLACED. ANY SLABS THAT HAVE TIE-DOWNS, THESE SHOULD REMAIN IN AND PLACE AND NEW

CONCRETE POURED AROUND.

2. CONCRETE SHOWN FOR REMOVAL INCLUDES 2' BEYOND JOINT TO GET PAST EXISTING DOWEL BARS.

3. ALL CONCRETE CAN BE REMOVED OFFSITE. ANY EXCESS MATERIAL SHOULD REMAIN ONSITE AND

STOCKPILED IN AREAS DESIGNATED BY OWNER.

SF SF SF SF SF SF SF

SF

SF

SF SF SF SF SF

SF

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 2(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT BASE BID (TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 1(TYP)

PROPOSED

CRACK SEALING (TYP)

PROPOSED

4" PERFORATED

UNDERDRAIN

(TYP)

PROPOSED 4" SOLID PVC

PIPE WITH SLOPE

PROTECTION ON OUTLET

END (TYP)

INV OUT 1181.01'

N: 611432.8082 E: 1649344.9249

N 611411.2002 E 1649450.3668

N 611529.0187 E 1649521.8717

PROPOSED SILT

FENCE (TYP)

REGRADE FROM EDGE OF CONCRETE APRON .

EDGE OF APRON SHOULD HAVE APPROXIMATELY 2"

REMOVED TO ALLOW WATER TO SHEET FLOW OFF OF

CONCRETE.

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AH

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P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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MATCH LINE SEE SHEET C2.01

M A

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LIN

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S H

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T C

2.04

SITE PLAN

NOTE:

1. CONCRETE SLABS THAT HAVE AN GROUNDING POINT THAT ARE TO BE REMOVED SHOULD BE

REPLACED. ANY SLABS THAT HAVE TIE-DOWNS, THESE SHOULD REMAIN IN AND PLACE AND NEW

CONCRETE POURED AROUND.

2. CONCRETE SHOWN FOR REMOVAL INCLUDES 2' BEYOND JOINT TO GET PAST EXISTING DOWEL BARS.

3. ALL CONCRETE CAN BE REMOVED OFFSITE. ANY EXCESS MATERIAL SHOULD REMAIN ONSITE AND

STOCKPILED IN AREAS DESIGNATED BY OWNER.

BE REMOVED AND REPLACED

EXISTING STATIC

GROUNDING POINT (TYP)

SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 2(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT ALT 1(TYP)

PROPOSED

CONCRETE FULL SLAB

REPLACEMENT (BASE BID) (TYP)

PROPOSED

CRACK SEALING (TYP)

REGRADE FROM EDGE OF

CONCRETE APRON.

EDGE OF APRON SHOULD HAVE

APPROXIMATELY 2" REMOVED TO

ALLOW WATER SHEET FLOW OFF

OF CONCRETE.

EXISTING STATIC

GROUNDING POINT TO

BE REMOVED AND REPLACED (TYP)

PROPOSED

4" PERFORATED

UNDERDRAIN

(TYP)

PROPOSED 4" SOLID PVC

PIPE WITH SLOPE

PROTECTION ON OUTLET

END (TYP)

INV OUT 1180.0'

N: 611166.9072 E: 1649470.2284

39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72

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W

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AC

AD

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AG

AH

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P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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MATCH LINE SEE SHEET C2.02

M A

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S E

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C 2.

SITE PLAN

NOTE:

1. CONCRETE SLABS THAT HAVE AN GROUNDING POINT THAT ARE TO BE REMOVED SHOULD BE

REPLACED. ANY SLABS THAT HAVE TIE-DOWNS, THESE SHOULD REMAIN IN AND PLACE AND NEW

CONCRETE POURED AROUND.

2. CONCRETE SHOWN FOR REMOVAL INCLUDES 2' BEYOND JOINT TO GET PAST EXISTING DOWEL BARS.

3. ALL CONCRETE CAN BE REMOVED OFFSITE. ANY EXCESS MATERIAL SHOULD REMAIN ONSITE AND

STOCKPILED IN AREAS DESIGNATED BY OWNER.

SF SF

SF

56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72

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I

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EXISTING ASPHALT SURFACE

TO BE MILLED 2" WITH

OVERLAY

PROPOSED CONCRETE SLAB

REPLACEMENT (BASE BID)

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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SITE PLAN

SF SF SF

SF SF SF

SF SF SF SF

SF

SF

g g g g gggg g g g g gg

R50.0' R50.0'

149.4' 150.0' 120.8'

39.4'

61.6' 88.8' 90.9' 61.6'

112.2' 112.6'

61.8'

121.1'

40.0'

19.9'19.9'

19.9'

39.8' 40.5'

116.7'

39.8'

40.0' 41.1'

39.7'

61.8'

40.5'

201.0'

R50.0' (TYP)

ALL GROUNDING POLE

MARKINGS TO BE REPAINTED (TYP)

R50.0' R50.0' R27.0'R27.0'

R20.0' (TYP)

6" CENTERLINE MARKINGS

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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PAVEMENT MARKING

PLAN

NOTE: ENTIRE APRON TO BE RESTRIPED IN BASE BID

REGARDLESS OF CONCRETE THAT IS REPLACED.

4"

4"

SILT FENCE

NOT TO SCALE

PERSPECTIVE VIEW

FLOW

FLOW

M

IN

M

IN

SECTION VIEW

10' MAX. CC

M

IN

H

E

IG

H T

O F

F

IL

T E

R A

B O

V E

G R

O U

N D

1. SET SILT FENCE PARALLEL TO THE CONTOURS

AT ALL POINTS ALONG ITS LENGTH

NOTE:

BUILDING SILT FENCE - STEP BY STEP PROCEDURE

NOT TO SCALE

1.

2. 3.

ATTACH FILTER FABRIC

ALLOWING EXTENSION

INTO TRENCH AS SHOWN

BACKFILL AND COMPACT

EXCAVATED SOIL

SET POSTS AND EXCAVATE TRENCH

FLOW

LOW PROFILE AIRCRAFT BARRICADES

NOT TO SCALE

1. THE CONTRACTOR SHALL FURNISH, INSTALL, SECURE AND MAINTAIN THE

BARRICADES FOR THE DURATION OF THE PROJECTS COMPLETION.

2. THE CONTRACTOR SHALL ENSURE THE LIGHTS, BATTERY, AND PHOTOCELL ARE IN

WORKING ORDER PRIOR TO LEAVING THE SITE EVERY NIGHT. CONTRACTOR SHALL

ENSURE THAT BARRICADES CONFORM TO THE LATEST ADVISORY CIRCULAR AND

ARE FILLED WITH WATER OR SAND PRIOR TO MOVEMENT.

3. BARRICADES SHALL BE LOCATED AS DEFINED IN THE CONSTRUCTION SAFETY AND

PHASING PLAN (CSPP) WITH A MAXIMUM SPACING OF 16' O.C. OR AS DIRECTED BY

THE ENGINEER.

4. CONTRACTOR SHALL REPLACE ANY DAMAGED LOW PROFILE BARRICADES AT NO

ADDITIONAL COST TO THE OWNER.

5. LIGHTS MUST BE RED, EITHER BY STEADY BURNING OR FLASHING, AND MUST MEET

THE LUMINANCE REQUIREMENT OF THE DIVISION OF HIGHWAYS. LIGHTS MUST BE

MOUNTED ON BARRICADES AND SPACED AT NO MORE THAN 10 FT. LIGHTS MUST BE

OPERATED BETWEEN SUNSET AND SUNRISE AND DURING PERIODS OF

LOW-VISIBILITY WHENEVER THE AIRPORT IS OPEN TO OPERATIONS. THE LIGHTS

MAY BE BATTERY POWERED OR OPERATED BY PHOTOCELL, THE CONTRACTOR MAY

BE REQUIRED TO RUN THEM ON MANUALLY DURING LOW-VISIBILITY SITUATIONS.

NOTES:

8'

12'

17" MAX HEIGHT

EMBED FILTER CLOTH IN GROUND 4" MIN.

SILT STOP SEDIMENT CONTROL FABRIC

SILT STOP SEDIMENT CONTROL FABRIC

48" MIN. FENCE POST DRIVEN MIN. 14" IN GROUND

48" MIN. FENCE POST

10" x 10" x 96" HIGH IMPACT, UV RESISTANT POLYETHYLENE BARRICADE ORANGE

AND/OR WHITE IN COLOR AS MANUFACTURED BY YODOC OR EQUIVALENT.

SOLAR POWERED FLASHER WITH RED LENSES AND PHOTOCELL CONTROL (TYP.)

ALTERNATING 20" x 20"

ORANGE AND WHITE FLAGS

REFLECTIVE ORANGE AND WHITE STRIPES @ 45 DEGREE SLANT

SURFACE

FLOW (TYP.)2" x 2" x 3'-0" WOODEN STAKES 3' O.C. (TYP.)

WHEN CONDITIONS ALLOW. TIE SOCK AT

OVERLAP TO PREVENT SOCK MOVMENT

WHEN NOT STAKED (PAVEMENT

APPLICATED)

COMPOST

FILTER SOCK

DRAINAGE

GRATE

PLACE A SANDBAG AT

EACH END OF SOCK TO

HOLD IN PLACE

FLOW

FLOW

FLOW

COMPOST

FILTER SOCK

COMPOST FILTER

SOCK

SECURE WITH ZIP-TIE

WHEN STAKING IS NOT

FEASIBLE OR DESIRED

WIRE TIED (TYP.)

SURFACE

FLOW

(TYP.)

DRAINAGE

GRATE

COMPOST

FILTER SOCK

SIZE VARIES.

SEE PLANS AND

NOTES.

DROP INLET PLAN

CURB INLET PERSPECTIVE VIEW

DROP INLET PERSPECTIVE VIEW

COMPOST FILTER SOCK INLET PROTECTION

NOT TO SCALE

X'

INSIDE DIAMETER

1. ANCHORING STAKES SHALL BE SIZED, SPACED, AND BE OF A

MATERIAL THAT EFFECTIVELY SECURES THE FILTER SOCK.

STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET.

2. OVERLAP ENDS OF SOCK PER MANUFACTURERS

RECOMMENDATIONS. (1' MIN. 3' MAX.)

3. USE 8" - 12" DIA. SOCK ON CURBSIDE IN TRAFFIC AREAS.

4. USE 12" - 18" DIA. SOCK IN NON-TRAFFIC AREAS WHERE SAFETY

IS NOT A CONCERN.

5. INSPECT COMPOST FILTER SOCK(S) AT LEAST ONCE A WEEK AND

AFTER EACH RAIN EVENT GREATER THAN 0.5 INCHES.

6. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING

COMPOST FILTER SOCKS.

7. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE

HEIGHT BETWEEN THE TOP OF THE COMPOST FILTER SOCK AND

THE GROUND SURFACE.

8. REPAIR ANY RILLS OR GULLIES PROMPTLY.

9. RESEED OR REPLANT VEGETATION IF NECESSARY UNTIL THE

SLOPE IS STABILIZED.

NOTES:

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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DETAILS

TYPICAL UNDERDRAIN

NOT TO SCALE

6" M

IN

9" MIN.

CONCRETE SURFACE

4" PERFORATED PIPE

#57 CLEAN STONE

67.5°

.5

.5

4" Ø SDR35 PVC

PERFORATED PIPE

1.0 FT., TYP.

6"

SECTION VIEW

PEFORATED UNDERDRAIN

NOT TO SCALE

MIN. 2% SLOPE TO

OUTLET PIPE

4" Ø SDR-35 PVC

PERFORATED PIPE

1" Ø HOLES, TYP.

PROFILE VIEW

67.5°

PROVIDE 4 EACH 1" Ø HOLES

SPACED AS SHOWN

B B

T O

P O

F S

LO

P

E

T O

E O

F S

LO

P

E

PLAN

1' -0

1'

-0

2' -0

4'-10''2'-5''

2'-5''

6''

6'

6'

SLOPE VARIES

UNDERDRAIN PIPE

CONCRETE

SECTION B-B

SLOPEWALL FOR UNDERDRAIN

1' -0

NOT TO SCALE

NOT TO SCALE

TYPICAL STATIC GROUND CONNECTION PAINTING DETAIL

NOT TO SCALE

3" (76 mm)

6" (152 mm)

TOP VIEW

ELEVATION VIEW

FORMED DEPRESSION

IN CONCRETE

3/4" (19mm) RADIUS

COMPRESSED COPPER

SLEEVE

EXOTHERMIC WELD

GROUND ROD (10' LENGTH),

ONE PIECE OR WITH

THREADED ON

SHEPHERD'S

HOOK

STATIC GROUNDING ROD

NOT TO SCALE

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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DETAILS

STATIC

GROUND

CONNECTION

X

4" BLACK BORDER

NUMBER PER CORRESPONDING

STATIC CONNECTION

YELLOW INTERIOR WITH BLACK TEXT

PROPOSED GROUNDING ROD (SEE DETAIL)

FULL SLAB REPLACEMENT PARTIAL SLAB REPLACEMENT

RIGID PAVEMENT REPAIR - PLAN VIEW

NOT TO SCALE

BBAA

C L

JO

IN

T

TRANSVERSSE CONTROL JOINT (T.C.J.)

LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS

NOT TO SCALE

C L

JO

IN

T

LONGITUDINAL CONTROL JOINT (L.C.J.)

LOCATE CONSTRUCTION JOINTS AT CONTROL JOINTS

NOT TO SCALE

0' - 6" 0' - 6"

0' - 6" 0' - 6"

0'

4000 PSI CONCRETE

1/2" x 2.5" SAWCUT

JOINT FILLED WITH

JOINT SEALANT (TYP)

3" SURFACE CLEARANCE (TYP)

#4 @ 12" OC EACH WAY, STOP

TRANSVERSE BARS AT JOINT (TYP) #4 x 30" LONG DOWELS AT 2'-6"

OC SPACING. GREASE ONE END AT

CONSTRUCTION JOINTS ONLY (TYP)

4000 PSI CONCRETE

6" COMPACTED

P-209 CRUSHED AGGREGATE

6" COMPACTED

P-209 CRUSHED AGGREGATE

1/2" x 2.5" SAWCUT

JOINT FILLED WITH

JOINT SEALANT (TYP)

3" SURFACE CLEARANCE (TYP)

#4 @ 12" OC EACH WAY, DO NOT

STOP REINFORCING AT JOINT (TYP)

0'

0'

#4 SMOOTH REBAR

GREASED ON 1 SIDE

PROPOSED SAW CUT

CROSS SECTION ON

SHEET C4.03CROSS SECTION ON

SHEET C4.03

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

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2' MINIMUM TO LESS

THAN 1/2 PANEL WIDTH

FULL DEPTH REPAIR IN RIGID PAVEMENT - PARTIAL SLAB REPLACEMENT

(SECTION B-B)

NOT TO SCALE

FULL DEPTH REPAIR IN RIGID PAVEMENT - FULL SLAB REPLACEMENT

(SECTION A-A)

NOT TO SCALE

REPAIR PROCEDURE FOR FULL SLAB REPLACEMENT NOTES

1. ENSURE ALL PAVEMENT CLOSURES HAVE ALL REQUIRED ITEMS IN

PLACE, SUCH AS BARRICADES, ETC..

2. MARK THE LIMITS OF THE AREA TO BE REPAIRED.

3. MAKE A FULL-DEPTH SAW CUT ALONG THE CONSTRUCTED JOINTS AT

LEAST 2 FEET BEYOND THE LIMITS OF THE DAMAGED PAVEMENT AND

MAKE A SAW CUT PERPENDICULAR TO THE CONSTRUCTED JOINTS FROM

THESE POINTS ACROSS THE WIDTH OF THE PAVEMENT PANEL.

4. IF DOWELS OR TIE BARS ARE PRESENT ALONG ANY EDGES, EITHER OF

THE FOLLOWING OPTIONS IS ACCEPTABLE:

· IF DOWEL OR TIE BARS WILL BE EXPOSED AND SAVED, EDGES WILL BE

SAWED FULL DEPTH JUST BEYOND THE END OF THE DOWELS OR TIE

BARS. CAREFULLY SAW JOINTS ON THE JOINT LINE TO WITHIN 1 INCH (2.5

CM) OF THE DEPTH OF THE DOWEL OR TIE BAR. CAREFULLY BREAK UP

THE NARROW STRIPS OF CONCRETE ALONG DOWELED EDGES USING

LIGHT 30 POUND (14 KG) OR LESS JACKHAMMERS, OR OTHER APPROVED

EQUIPMENT.

· IF DOWELS OR TIE BARS ARE TO BE CUT AND REPLACED, MAKE A FULL

DEPTH SAW CUT ALONG THE CONSTRUCTED JOINT CUTTING THE

DOWELS AND TIE BARS.

5. TAKE CARE TO PREVENT DAMAGE TO THE DOWELS, TIE BARS, OR TO

CONCRETE THAT REMAINS IN PLACE.

6. MAKE ADDITIONAL SAW CUTS WITHIN THE LIMITS OF THE REPAIR AREA

DIVIDING THE REPAIR AREA INTO QUARTERS.

7. USE LIGHT WEIGHT EQUIPMENT, I.E., JACKHAMMERS LESS THAN 30

POUNDS (14 KG), HAND TOOLS, ETC., TO REMOVE THE DAMAGED PCC

PAVEMENT. WORK FROM INSIDE THE SAW CUT TOWARD THE INTERIOR

OF THE AREA BEING REMOVED TO PREVENT DAMAGE TO THE PAVEMENT

REMAINING.

8. REMOVE BY HAND ALL LOOSE MATERIAL AND VACUUM TO MINIMIZE ANY

DISTURBANCE TO THE SUBGRADE OR BASE MATERIALS.

9. EXCAVATE TO INSTALL 6" OF P-209 CRUSHED AGGREGATE STONE BASE.

10. INSTALL DOWELS BY DRILLING AND EPOXYING INTO THE PCC PAVEMENT

AT LEAST 3 INCHES (8 CM) FROM THE LOCATION OF THE EXISTING

DOWELS WHICH WERE CUT OFF. SPACE DOWEL BARS AT LEAST 3

INCHES (8 CM) FROM THE EDGE OF THE REPAIR AREA AND AT LEAST

ONE BAR SPACING APART AT CORNERS OF INTERSECTING JOINTS.

11. OIL THE EXPOSED ENDS OF DOWEL BARS PRIOR TO BACKFILLING

REPAIR AREA WITH CONCRETE.

12. INSTALL NONABSORBENT BOARD OR OTHER APPROVED MATERIAL

WITHIN THE LIMITS OF THE JOINT SEAL RESERVOIR. THE

NONABSORBENT BOARD WILL BE A STANDARD ½ INCH (13 MM) ASPHALT

IMPREGNATED FIBER-BOARD. FOR JOINTS WIDER THAN ½ INCH (13 MM),

ADJUST THE WIDTH OF THE NONABSORBENT BOARD TO FIT THE JOINT

WIDTH.

13. FILL THE REPAIR AREA WITH CONCRETE AND CONSOLIDATE WITH A

VIBRATOR. USE CONCRETE MEETING THE REQUIREMENTS OF P-501.

14. FINISH THE SURFACE TO MATCH THE EXISTING SURFACE.

15. SPRAY WITH CURING COMPOUND PER ASTM C309.

16. REMOVE THE NONABSORBENT BOARD OR OTHER APPROVED MATERIAL

AND PLACE JOINT SEALANT PER ASTM D6690.

17. THOROUGHLY CLEAN THE WORK AREA BEFORE OPENING THE

PAVEMENT TO AIRCRAFT TRAFFIC.

18. DO NOT ALLOW TRAFFIC UNTIL THE CONCRETE HAS CURED.

19. AFTER ALL CONCRETE HAS BEEN REPLACED TAXIWAY CENTERLINES

AND PAVEMENT MARKINGS SHOULD BE RESTRIPED.

WEATHER AND TEMPERATURE REQUIREMENTS

· DO NOT BEGIN REPAIRS DURING INCLEMENT WEATHER.

· DO NOT PLACE CONCRETE UNLESS THE AMBIENT TEMPERATURE IS AT

LEAST 40°F (4°C) AND RISING AND THE CONCRETE TEMPERATURE IS

GREATER THAN OR EQUAL TO 50°F (10°C).

· DO NOT PLACE CONCRETE ON FROZEN BASE, ICE, OR SNOW.

· WHEN THE AMBIENT TEMPERATURE EXCEEDS 85°F (29°C), SPRINKLE THE

ADJACENT CONCRETE AND BASE WITH WATER IMMEDIATELY BEFORE

PLACING CONCRETE.

· PLACE CONCRETE AT THE COOLEST TEMPERATURE PRACTICABLE, AND

NEVER ALLOW THE PLACED CONCRETE TEMPERATURE TO EXCEED 90°F

(32°C).

REPAIR PROCEDURE FOR PARTIAL SLAB REPLACEMENT NOTES

1. ENSURE ALL PAVEMENT CLOSURES HAVE ALL REQUIRED ITEMS IN PLACE,

SUCH AS BARRICADES, ETC..

2. MARK THE LIMITS OF THE AREA TO BE REPAIRED.

3. MAKE A FULL-DEPTH SAW CUT ALONG THE CONSTRUCTED JOINTS AT

LEAST 2 FEET (0.6 M) BEYOND THE LIMITS OF THE DAMAGED PAVEMENT

AND MAKE A SAW CUT PERPENDICULAR TO THE CONSTRUCTED JOINTS

FROM THESE POINTS ACROSS THE WIDTH OF THE PAVEMENT PANEL.

SEE FIGURE B-B.

4. IF DOWELS OR TIE BARS ARE PRESENT ALONG ANY EDGES, EITHER OF

THE FOLLOWING OPTIONS IS ACCEPTABLE:

· IF DOWELS OR TIE BARS WILL BE EXPOSED AND SAVED, SAW EDGES FULL

DEPTH JUST BEYOND THE END OF THE DOWELS OR TIE BARS.

CAREFULLY SAW JOINTS ON THE JOINT LINE TO WITHIN 1 INCH (2.5 CM) OF

THE DEPTH OF THE DOWEL OR TIE BAR. CAREFULLY BREAK UP AND

REMOVE THE NARROW STRIPS OF CONCRETE ALONG DOWELED EDGES

USING LIGHT 30 POUND (14 KG) OR LESS JACKHAMMERS, OR OTHER

APPROVED EQUIPMENT.

· IF DOWELS OR TIE BARS ARE TO BE CUT AND REPLACED, MAKE A FULL

DEPTH SAW CUT ALONG THE CONSTRUCTED JOINT CUTTING THE

DOWELS AND TIE BARS.

5. TAKE CARE TO PREVENT DAMAGE TO THE DOWELS, TIE BARS, OR TO

CONCRETE THAT REMAINS IN PLACE.

6. MAKE ADDITIONAL SAW CUTS WITHIN THE LIMITS OF THE REPAIR AREA,

DIVIDING THE REPAIR AREA INTO QUARTERS.

7. USE LIGHT WEIGHT EQUIPMENT, I.E., JACKHAMMERS LESS THAN 30

POUNDS (14 KG), HAND TOOLS, ETC., TO REMOVE THE DAMAGED PCC

PAVEMENT. WORK FROM INSIDE THE SAW CUT TOWARD THE INTERIOR

OF THE AREA BEING REMOVED TO PREVENT DAMAGE TO THE PAVEMENT

REMAINING.

8. REMOVE BY HAND ALL LOOSE MATERIAL AND VACUUM TO MINIMIZE ANY

DISTURBANCE TO THE SUBGRADE OR BASE MATERIALS.

9. EXCAVATE AND INSTALL 6" OF P-209 CRUSHED AGGREGATE BASE

COURSE.

10. INSTALL DOWEL BARS IN THE FACE OF THE PARENT PANEL BY DRILLING

HORIZONTAL HOLES IN TO THE FACE AND USING AN EPOXY BONDING

AGENT.

11. IF EXISTING DOWEL BARS HAVE BEEN CUT AND REMOVED, INSTALL

DOWEL BARS OF THE TYPE AND SIZE OF THE EXISTING DOWEL BARS IN

THE JOINTS THAT ARE PARALLEL TO THE DIRECTION OF TRAFFIC. ON

APRONS AND AREAS WHERE TRAFFIC MAY BE OBLIQUE TO JOINTS,

INSTALL DOWELS IN BOTH JOINT FACES.

12. INSTALL DOWELS BY DRILLING AND EPOXYING INTO THE PCC PAVEMENT

AT LEAST 3 INCHES (8 CM) FROM THE LOCATION OF THE EXISTING CUT

DOWELS. SPACE DOWEL BARS AT LEAST 3 INCHES (8 CM) FROM THE

EDGE OF THE REPAIR AREA AND AT LEAST ONE BAR SPACING APART AT

CORNERS OF INTERSECTING JOINTS.

13. OIL THE EXPOSED ENDS OF DOWEL BARS PRIOR TO BACKFILLING REPAIR

AREA WITH CONCRETE.

14. INSTALL NONABSORBENT BOARD OR OTHER APPROVED MATERIAL

WITHIN THE LIMITS OF THE JOINT SEAL RESERVOIR (STEP 1). THE

NONABSORBENT BOARD WILL BE A STANDARD ½ INCH (13 MM) ASPHALT

IMPREGNATED FIBER-BOARD. FOR JOINTS WIDER THAN ½ INCH (13 MM),

ADJUST THE WIDTH OF THE NONABSORBENT BOARD TO FIT THE JOINT

WIDTH.

15. FILL THE REPAIR AREA WITH CONCRETE AND CONSOLIDATE WITH A

VIBRATOR. USE CONCRETE MEETING THE REQUIREMENTS OF P-501.

16. FINISH THE SURFACE TO MATCH THE EXISTING SURFACE.

17. SPRAY WITH CURING COMPOUND PER ASTM C309.

18. REMOVE THE NONABSORBENT BOARD OR OTHER APPROVED MATERIAL )

AND PLACE JOINT SEALANT PER ASTM D6690.

19. THOROUGHLY CLEAN THE WORK AREA BEFORE OPENING THE PAVEMENT

TO AIRCRAFT TRAFFIC.

20. DO NOT ALLOW TRAFFIC UNTIL THE CONCRETE HAS CURED.

WEATHER AND TEMPERATURE REQUIREMENTS

· DO NOT BEGIN REPAIRS DURING INCLEMENT WEATHER.

· DO NOT PLACE CONCRETE UNLESS THE AMBIENT TEMPERATURE IS AT

LEAST 40°F (4°C) AND RISING AND THE CONCRETE TEMPERATURE IS

GREATER THAN OR EQUAL TO 50°F (10°C).

· DO NOT PLACE CONCRETE ON FROZEN BASE, ICE, OR SNOW.

· WHEN THE AMBIENT TEMPERATURE EXCEEDS 85°F (29°C), SPRINKLE THE

ADJACENT CONCRETE AND BASE WITH WATER IMMEDIATELY BEFORE

PLACING CONCRETE.

· PLACE CONCRETE AT THE COOLEST TEMPERATURE PRACTICABLE, AND

NEVER ALLOW THE PLACED CONCRETE TEMPERATURE TO EXCEED 90°F

(32°C).

STEP 3: JOINT SEALANT PLACED

SAW CUT FULL DEPTH

REMAINING PCC

JOINT SEALANT

RESERVOIR

EXISTING PCC

EXISTING DOWEL

EXISTING JOINT

STEP 1: JOINT FILLER NON-ABSORBENT

MATERIAL INSTALLED TO TOP OF EXISTING

SLAB BEFORE PLACING PATCH MATERIAL

STEP 2: PLACE REBAR AND CONCRETE

STEP 3: INSTALL JOINT SEALANT

EXISTING JOINT

PROPOSED DOWEL

BAR INTO EXISTING

CONCRETE

STEP 1: JOINT FILLER NON-ABSORBENT

MATERIAL INSTALLED TO TOP OF EXISTING

SLAB BEFORE PLACING PATCH MATERIAL

STEP 2: JOINT FILLER NON-ABSORBENT

MATERIAL IS REMOVED TO FORM JOINT

SEALANT RESERVOIR BEFORE SEALANT

IS PLACED (STEP 3)

EXISTING JOINT

PROPOSED DOWEL INTO

EX. CONCRETE

FULL SLAB WIDTH

DIMENSION VARIES

6" OF P-209 CRUSHED

AGGREGATE

P (304) 624-4108

600 WHITE OAKS BLVD,

P.O. BOX 940

BRIDGEPORT, WV 26330

www.thethrashergroup.com

F (304) 624-7831

T80-11612

W H

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L

IN

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S F

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