ATTACHMENT 3 - DRAWINGS.pdf

1/2" MIN

5/8" MAX

"W"

1/

" M

IN

1/ 4"

M

AX

1/

4" M

IN

NOTE:

1. COORDINATE SAWCUT DEPTH OF JOINT

RESERVOIR WITH SEALANT MANUFACTURER'S

RECOMMENDATIONS.

IN

IT

IA

L

SA

W

C U

T (1

/8 " W

ID

E)

1/

4" M

IN

C O

N

ST

R U

C T

BY

S

AW

IN

G (S

EE

T

AB

LE

, T

H

IS

SH

EE

T)

1/2" MIN

5/8" MAX

"W" 1/

" M

IN

1/

4" M

AX

NOTE:

1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH

SEALANT MANUFACTURER'S RECOMMENDATIONS.

T=THICKNESS SEE SECTIONS ON CS501

S=DEPTH OF INITIAL SAWCUT SEE TABLE 1

L/2

T

T/

CONSTRUCTION JOINT:

DETAIL H4, THIS SHEET

NOTES:

1. CONSTRUCT A TYPE E - DOWELED CONSTRUCTION JOINT

WHENEVER PAVING OPERATIONS ARE DELAYED OR

STOPPED.

2. CONCRETE SHALL NOT BE DRILLED UNTIL AT LEAST 72

HOURS AFTER PLACEMENT.

FINAL SAWED

JOINT FACE

SEALANT DEPTH

D = 0.5xW FOR SILICONE;

1-1.5W FOR POURED PER

MANUFACTURER

1.25W DIA BACKER

ROD MATERIAL

FINAL SAWED

JOINT FACE

FIELD MOLDED

SEALANT

CONCRETE PAVEMENT

SURFACE

BUTTED JOINT

FINAL SAWED

JOINT FACE

SEALANT DEPTH

D = 0.5xW FOR SILICONE;

1-1.5W FOR HOT POURED

PER MANUFACTURER

1.25W DIA BACKER

ROD MATERIAL

FINAL SAWED

JOINT FACE

FIELD MOLDED

SEALANT

CONCRETE PAVEMENT

SURFACE

BAR CLEARANCE AT EDGE OF

PANEL SHALL BE A MINIMUM OF 0.6

TIMES THE LENGTH OF THE BAR

DOWELS SHALL BE EPOXYED

INTO DRILLED HOLES HAVING

A DIAMETER OF 1/8'' LARGER

THAN THE DOWEL DIAMETER.

SEE TABLE 2, CS502

GREASE ONE END

OF DOWEL

CONTRACTION JOINT

SITE PAVEMENT:

DETAIL G1, THIS SHEET

SAWCUT TABLE 1

PAVEMENT

THICKNESS

(INCHES)

DEPTH OF INITIAL

SAW CUT

LESS THAN 12" 1/4 SLAB

THICKNESS

12"-18" 3"

APPROVED DOWEL

BAR ASSEMBLY FOR

TRANSVERSE JOINTS

SEE DETAIL D1, CS502

GREASE ONE

END OF DOWEL

BAR CLEARANCE AT EDGE OF

PANEL SHALL BE A MINIMUM

OF 0.6 TIMES THE LENGTH OF

THE BAR. SEE TABLE 2, C502

CONTRACTION JOINT

DETAIL G1, THIS SHEET

5.00'

1.

T

NEW PCC

PAVEMENT

NEW PCC

PAVEMENT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

DETAIL H6, THIS SHEET

W

1/

" M

IN

1/ 4"

M

AX

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIALOR 10'-0" IF JOINT SPACING

IS GREATER THAN 12'-0"

TO NEAREST JOINT

BOND BREAKER TAPE OR

BACKER ROD MATERIAL

PAVEMENT

SURFACE

SEALANT DEPTH

D = W PER

MANUFACTURER

FIELD MOLDED SEALANT

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

DETAIL H6, THIS SHEET

1/4" BEVEL BY

SAWCUT (TYP)

1/4" BEVEL BY

SAWCUT (TYP)

1/4" BEVEL BY

SAWCUT (TYP)

A1 EDGE ISOLATION JOINT

SCALE: NTS

TYPE A - THICKENED

A4 JOINT AT STRUCTURE

SCALE: NTS

TYPE B - THICKENED EDGE

D1 CONTRACTION JOINT

SCALE: NTS

TYPE C - DOWELED

D4 CONSTRUCTION JOINT

SCALE: NTS

TYPE E - DOWELED

H6 EXPANSION JOINT

SCALE: NTS

H9 CONTRACTION JOINT

SCALE: NTS

TYPE D - DUMMY

H4 CONSTRUCTION JOINT

SCALE: NTS

G1 CONTRACTION JOINT

SCALE: NTS

NON-EXTRUDING PREFORMED

COMPRESSIBLE MATERIALOR 10'-0" IF JOINT SPACING

IS GREATER THAN 12'-0"

TO NEAREST JOINT

DETAIL H6, THIS SHEET

E7 TYPE A1 THICKENED EDGE ISOLATION JOINT

SCALE: NTS

NEW PCC TO EXISTING PCC

EXISTING

CONCRETE

PAVEMENT

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

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O M

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2/

/2

9:

:1

AM

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

SITE DETAILS SHEET 2 OF 3

CS501

SITE DETAILS SHEET 2 OF 3

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134CS500.DWG 1/4/2019 1:42 PM CFRANZEN

ISSUED FOR

CONSTRUCTION

ABDCWF01/07/19

1/2" WIRE SPACING

OR 3" MAX.

NOTES:

1. SHADED SLABS INDICATED ON THE JOINT LAYOUT PLAN SHALL BE REINFORCED WITH

STEEL REBAR OR WELDED WIRE FABRIC OF THE SIZES SHOWN. OTHER WELDED WIRE

FABRIC SIZES MAY BE USED PROVIDED THE STEEL AREA (SQUARE INCHES PER FOOT)

IN THE LONGITUDINAL AND TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS

THAT SHOWN IN TABLE 1. SEE DETAIL A1, THIS SHEET, FOR REINFORCEMENT LAYOUT

AROUND STRUCTURES ON THE AIRFIELD APRON.

2. WELDED WIRE FABRIC OR REBAR SHALL BE OVERLAPPED FOR A DISTANCE EQUAL TO

AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE DIAMETERS,

WHICHEVER IS GREATER. THE WIRES IN THE LAP SHALL BE WIRED OR OTHERWISE

SECURELY FASTENED TO PREVENT SEPARATION DURING CONCRETE PLACEMENT.

3. DEFORMED STEEL BARS WILL BE OVERLAPPED FOR AN DISTANCE OF AT LEAST 24

BAR DIAMETERS, MEASURED FROM THE TIP OF ONE BAR TO THE TIP OF THE OTHER

BAR. THE LAPPED BARS WILL BE WIRED OR OTHERWISE SECURELY FASTENED TO

PREVENT SEPARATION DURING CONCRETE PLACEMENT.

TABLE 1

PAVEMENT

THICKNESS

(INCHES)

MINIMUM REQUIRED

AREA OF STEEL

(SQ. INCHES/FOOT)

WELDED WIRE

FABRIC

12-17 0.102 6x6-W5.5xW5.5

T/

T

PAVEMENT

JOINT OR EDGE

SHADED SLABS ON JOINT PLAN ARE

REINFORCED. SEE TABLE FOR SIZE

AND SPACING OF REINFORCEMENT.

T/4 + 1"

DOWEL BAR.

SEE DETAIL H6 THIS

SHEET TABLE 2

W (APRON PANEL WIDTH)

W (A

PR

O

N P

AN

EL

W

ID

TH

NOTES:

1. USE FOR ALL CONCRETE SLABS

WITH "R" THAT CONTAIN

STRUCTURES. SEE DETAIL C1 THIS

SHEET FOR REINFORCEMENT FOR

CONCRETE PANELS WITHOUT

STRUCTURES AND TABLE 1 FOR

REBAR OR WWF.

2. WELDED WIRE FABRIC SHALL BE

OVERLAPPED FOR A DISTANCE

EQUAL TO AT LEAST ONE SPACING

OF THE WIRE IN THE FABRIC OR 32

WIRE DIAMETERS, WHICHEVER IS

GREATER. THE WIRES IN THE LAP

SHALL BE WIRED OR OTHERWISE

SECURELY FASTENED TO PREVENT

SEPARATION DURING CONCRETE

PLACEMENT.

3. PROVIDE 3" SEPARATION BETWEEN

REINFORCEMENT AND EDGE OF

SLAB.

CL

#5 BARS @ 12" O.C.

T&B, EACH WAY FOR

FUEL PIT SLABS ONLY

GROUND ROD APPROX.

3.00' FROM FUEL PIT LID

(SEE ELECTRICAL SHEETS)

2 #5 BARS x 48" LONG @ 6" O.C.

T&B @ RE-ENTRANT CORNERS

(TYP.) SEE NOTES 1 AND 2. ALL

SLABS WITH STRUCTURES.

STRUCTURE

OR FUEL

HYDRANT PIT

CL

L

0.

6L

M

IN

0.6L

MIN.

THICKNESS

OF SLAB (T) DIAM LENGTH SPACING

12"-15.5" 1-1/4" 20" 15"

DOWEL BAR SIZE -TABLE 2

NOTES:

1. SEE SPECIFICATION SECTION 32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS FOR ADDITIONAL DOWEL BAR SPACING REQUIREMENTS.

2. WHEN DOWELED JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESS, THE DOWELS SHALL BE SIZED FOR THE THINNER SECTION, AND PLACED AT T/2 ± D/2 OF THE THINNER

PAVEMENT.

DOWELS WELDED

ALTERNATELY TO

TOP SPACER BARS0.362" DIA "VEE" LEG

CHAIRS WELDED AT ALL

INTERSECTIONS TO TOP

AND BOTTOM SPACER BAR

0.177" DIA. SPREADER WIRES

WELDED TO TOP SPACER

BARS 3 PER ASSEMBLY TO

BE CLIPPED AFTER STAKING

0.362" DIA BOTTOM

SPACER BARS WELDED TO

LEG CHAIRS - 2 PER ASSEMBLY

0.362" DIA TOP SPACER

BARS WELDED TO LEG

CHAIRS - 2 PER ASSEMBLY

DOWEL

JOINT

DOWEL BAR ASSEMBLY

SHALL BE FASTENED TO

BASE COURSE PRIOR TO

PAVING TO PREVENT

FLOATING DURING PAVING

OPERATIONS

L TAXIWAY

6"

C

6" CONTINUOUS YELLOW

REFLECTORIZED PAINT

LOCATION

POINT - SEE

SITE PLANS

D1 DOWEL BAR ASSEMBLY

SCALE: NTS

A1 REINFORCEMENT AROUND STURCTURES

SCALE: NTS

TYPICAL AIRFIELD APRON SLAB

D6 TAXILANE CENTERLINE

SCALE: NTS

G1 REINFORCED CONCRETE PAVEMENT

SCALE: NTX

H6 DOWEL BAR LOCATION AND SIZES

SCALE: NTS

6"

D8 TAXILANE EDGE MARKING

SCALE: NTS

APRON SHOULDER

EDGE OF APRON FULL

STRENGTH PAVEMENT

MIN

CONCRETE

1" 1"

3' -1

1" 3'

-0

3"

12"

BITUMINOUS JOINT

FILLER (CONCRETE

PAVEMENT ONLY)

4" DIA. GALVANIZED

STEEL PIPE. PAINTED

WITH SAFETY YELLOW

PAINT.

FINISH GRADE

OR ASPHALT PAVEMENT

PCC

PAVEMENT

SECTION

EXPANSION

JOINT H6/CS501

B5 TYPICAL BOLLARD

SCALE: NTS

C8 RESTRICTED AREA WARNING

SCALE: NTS

12" OR MATCH EXISTING

CONTINUOUS RED

REFLECTORIZED

PAING

H9 PAVMENT MARKING

SCALE: NTS

RED RESTRICTION LINE

NOTES:

1. PLACE RESTRICTED AREA WARNING

SIGNS AT INTERVALS OF 100 FEET

CENTERED ON THE VERTICAL

PLANE. WHERE BOUNDARIES MAKE

ABRUPT CHANGES IN DIRECTION

AND AT ENTRY CONTROL POINTS

TO THE RESTRICTED AREA.

2. COORDINATE LOCATIONS WITH

SECURITY FORCES PRIOR TO

PLACEMENT. STENCILS WILL BE

PROVIDED BY SECURITY FORCES.

6" CONTINUOUS YELLOW

REFLECTORIZED PAINT

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

J

H

G

F

E

D

C

B

A

C O

PY

R

IG

H

T

BU

R

N S

M cD O

N N

EL

L

EN

G

IN

EE

R

IN

G C

O M

PA

N

Y, IN

C

2/

/2

9:

:1

AM

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

SITE DETAILS SHEET 3 OF 3

CS502

SITE DETAILS SHEET 3 OF 3

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134CS500.DWG 1/4/2019 1:42 PM CFRANZEN

ISSUED FOR

CONSTRUCTION

ABDCWF01/07/19