Package_1_(2of3)_-_OPS-TFI_Renovations_-_Plans.pdf

SUBBASE COURSE

BASE COURSE

COMPACTED SUBGRADE

SEE PAVING DETAIL

1. WHITE CONCRETE CURB

MATCH COLOR

OF EXISTING CURBING.

2. EXPANSION JOINT W/

SEALANT

3. CONCRETE SIDEWALK

4. MATCH TOP OF SIDEWALK

PER PLANS

5. PROVIDE EXPANSION JOINT

W/ SEALANT WHERE NEXT

TO CONCRETE PAVEMENT.

WHERE NEXT TO ASPHALT,

PROVIDE TACK COAT ON

CURB.

6"

1'

6"

R1"

6" 6" 6"

SEE SIDEWALK DETAIL

2 3

NOTES:

A. 10 FEET MAXIMUM SPACING BETWEEN

CONTRACTION JOINTS.

4 5

3' -6

1" 3"

C

LR

3' -6

1. GROUT PLUG

2. 8" DIA. SCHED 40 STEEL PIPE,

GRIND SMOOTH, FILL WITH CONC

AND PAINT WITH ANTI-RUST

PAINT. COLOR TO MATCH BRICK.

3. 1/2" EXPANSION JOINT W/

SEALANT

4. CONCRETE PAVEMENT

5. CONCRETE ENCASEMENT

6. 1'-6" MIN DIA.

NOTES:

A. INSTALL CENTER OF BOLLARD 'IN-LINE' WITH EDGE

OF EQUIPMENT DOOR FRAME AND AT AN OFFSET

DISTANCE AS SHOWN ON THE PLANS.

2"2"

SE

E

PL

AN

C

LR

SE

E

PL

AN

2"

TYP

EA SIDE

C

LR

T T

STOP REINFORCEMENT AT

JOINT

1/4" x 4 1/2" SQUARE DOWEL

PLATE AND SLEEVE @ 18" OC

1. SLAB REINFORCEMENT

2. SAW CUT 1/8" WIDE x T/4

DEEP JOINT W/ EARLY

ENTRY SAW. FILL WITH

POLY URETHANE OR POLY

SULPHIDE BASE SEALANT

3.

4.

1 1

2 3

NOTES:

1. CONTRACTION JOINT, SEE

NOTE A AND B

2. CONCRETE SLAB ON GRADE

3. REINFORCING, #5 @ 12" O.C.,

E.W., T&B, 2 1/2" COVER & 3"

CLR ON BOTTOM AND SIDES

4. BASE COURSE, AS SPECIFIED

5. PREPARED SUBGRADE, AS

SPECIFIED

NOTE:

A.

1.

5"

6" 1.

5" 7"

1. FINISH GRADE AS

SHOWN

2. TACK COAT

3. PRIME COAT

4. GEOTEXTILE, AS

SPECIFIED

5. TOP OF PREPARED

SUBGRADE

6. PREPARED SUBGRADE

(AS SPECIFIED)

7. ASPHALT CONCRETE

SURFACE COURSE, AS

SPECIFIED

8. ASPHALT CONCRETE

INTERMEDIATE

COURSE, AS SPECIFIED

9. BASE COURSE, AS

SPECIFIED

10. AGGREGATE BASE

COURSE, AS SPECIFIED

PROVIDE ASPHALT CONCRETE PAVEMENT

SECTION AS SHOWN OR MATCH EXISTING,

WHICH EVER IS GREATER.

NOTE:

A. PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.

CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.

1. CRACK SEAL, TYP, SEE

NOTE

2. EXISTING PAVEMENT

3. EXISTING BASE COURSE

4. PREPARED SUBGRADE AS

SPECIFIED

5. SAW CUT 2' MIN JUST

PRIOR TO PAVING

6. EDGE OF EXISTING

PAVEMENT

7. NEW PAVEMENT

8. NEW BASE COURSE(S) PER

ASPHALT CONCRETE

PAVEMENT SECTION.

1. PER PAVMENT SECTION

2. EDGE OF CONCRETE AS SHOWN

ON PLAN

3. PRIME COAT SURFACE

4. CONCRETE PAVEMENT PER

PAVEMENT SECTION

5. 1' WIDE

6. 2' TRANSITION TO NORMAL AC

PAVEMENT THICKNESS

7. PREPARED SUBGRADE AS

SPECIFIED

8. BASE COURSE, PER PAVEMENT

SECTIONS.

9. ASPHALT CONCRETE

PAVEMENT

10. TACK COAT SURFACES

11. 1" DEEP × 3/4" WIDE SAW CUT

GROOVE. FILL WITH CRAFCO

TYPE SEALANT

1"

1/ 2"

1/2" PJF, UNLESS NOTED

OTHERWISE

3/4" PJF, UNLESS NOTED

OTHERWISE

1/4" RADIUS (TYP)

1. SLAB

2. BACKER ROD / SNAP CAP

3. WALL, COLUMN, OR

FOUNDATION

4. POLYURETHANE OR POLY

SULPHIDE BASE SEALANT

5.

6.

7.

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