36C10F19R0056-0001004.pdf

TACK COAT CSS-IH

@ 0.05 GAL/SY

BETWEEN LIFTS

NOTES:

1. ASPHALT BINDER SHALL BE 70-16.

2. THIS DETAIL TO BE USED AT ALL LOCATIONS WHERE

ASPHALT PAVEMENT IS CALLED FOR.

Scale: NTS

ASPHALT PAVEMENT DETAIL

2" ASPHALT SURFACE COURSE

3" ASPHALT BINDER COURSE

10" AGGREGATE BASE

COURSE COMPACTED TO

MINIMUM 98% DRY DENSITY

10" COMPACTED (IN FILL) OR

SCARFIFIED AND RECOMPACTED

(IN CUT) SUBGRADE

Scale: NTS

ASPHALT ABUTMENT DETAIL

SAWCUT EXISTING ASPHALT FULL DEPTH

TACK COAT

1/8" R

JOINT SEALANT

CONTROL JONIT EXPANSION JOINT

Scale: NTS

CONCRETE WALK DETAIL

CIP CONCRETE

MEDIUM BROOM FINISH

SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6-W1.4xW1.4 WWF

AGGREGATE BASE

COMPACTED SUBGRADE 95%

Scale: NTS

CONCRETE WALK AND CURB - JOINTING DETAIL

PREMOULDED EXPANSION

JOINT FILLER

℄ASPHALT PAVEMENT

SEE DETAIL 1/CG502

RECOMPACTED SUBGRADE

SEE DETAIL 1/CG502

PROFILE

LOCATION

MOUNTABLE CURB

TYP.

AGGREGATE BASE COURSE

SEE DETAIL 1/CG502

4" AGGREGATE BASE COURSE

BENEATH CURB

2'-4' SHOULDER

REFER TO PLAN

(SLOPE VARIES)

Scale: NTS

TYPICAL ROADWAY SECTION

5000 PSI CAST IN PLACE CONCRETE

REFER TO

PAVEMENT DETAIL

2 - #4 REBAR CONT.

4" AGGREGATE BASE COURSE

CONCRETE WALK

NOTES:

1. CONTROL JOINTS MAY BE SAWCUT AS SOON AS THE CONCRETE IS SUFFICIENTLY CURED TO PREVENT

RAVELING OF THE CONCRETE EDGES OF THE JOINT. DETAIL 4/CG502

2. MAXIMUM DIMENSIONS BETWEEN CONTROL JOINTS TO BE 10'-0". MATCH LOCATION OF JOINTS WITH

ADJACENT CONCRETE WALK.

3. PROVIDE EXPANSION JOINTS @ 50' OC. DETAIL 6/CG505.

12"

Scale: NTS

FLUSH CURB

R=1/4" (BOTH SIDES)

12"

EXPANSION JOINT

COMPACTED SUBGRADE

3:1 MAXIMUM

ROAD A 1+00 - 10+87

ROAD B 1+00 - 5+00

ROAD C 1+00 - 3+36

Scale: NTS

MAINTENANCE YARD GRAVEL

COMPACTED

AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

TOP 12" COMPACTED TO 98%

FILL BENEATH COMPACTED TO 95%

1/2" RADIUS

10"

2'

Scale: NTS

VALLEY GUTTER

1'

1" BATTER

NOTES:

1. UNLESS NOTED OTHERWISE PROVIDE EXPANSION JOINTS @ 48'-0" O.C.

2. UNLESS NOTED OTHERWISE PROVIDE CONTROL JOINT @ DISTANCE MATCHING WIDTH OF

WALK.

3. 1/2" RADIUS EDGES

NOTES:

1. PROVIDE CONTROL JOINTS @ 10'-0" O.C. DETAIL 4/CG502

2. PROVIDE EXPANSION JOINTS @ 20'-0" O.C. DETAIL 6/CG505

3. VALLEY GUTTER TO BE USED BETWEEN ROADWAY AND PULLOFF PARKING.

EXISTING ASPHALT

EXISTING ROAD

EXISTING CURB

Scale: NTS

TYPICAL PULLOFF PARKING SECTION

FLUSH CURB

6' CONCRETE WALK

REFER TO PLAN

FOR SLOPE

VALLEY

GUTTER

PRIME COAT

@ 0.05 GAL/SY

AT RESTROOM BUILDING

2 - #4 CONTINUOUS

Scale: NTS

24" MOUNTABLE CURB

MOUNTABLE CURB

TRANSITION TO MOUNTABLE

CURB TO FLUSH CURB

NOTE:

1. ADJACENT ROADWAY NOT SHOWN FOR CLARITY.

Scale: NTS

TRANSITION SECTION OF MOUNTABLE CURB TO FLUSH CURB

FLUSH CURB

SIDEWALK

12:1

(MAX)

6" CONCRETE

CURB

Scale: NTS

CURB ACCESS RAMP ALTERNATIVES

1:50 (MAX)

TRUNCATED DOME

TACTILE - WARNING STRIP

Scale: NTS

TRUNCATED DOME TACTILE - WARNING STRIP

NOTES:

1. FOR TRUNCATED DOME TACTILE - WARNING STRIP, SEE DETAIL 13/CG502.

TACK COAT CSS-IH

@ 0.05 GAL/SY

NOTES:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT.

2. PROVIDE EXPANSION JOINTS @ 50' OC. DETAIL 6/CG505

3. PROVIDE CONTROL JOINTS @ 10' OC. DETAIL 4/CG502

TACK COAT CSS-IH

@ 0.05 GAL/SY

NOTE:

1. REFER TO DETAIL 6/CG505 FOR CURB/GUTTER REINFORCING AT EXPANSION JOINT

TACK COAT CSS-IH

@ 0.05 GAL/SY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseA/E OF RECORD STAMP

321 4 5 6 7 8 9 10

JEFFERSON BARRACKS NATIONAL

CEMETERY EXPANSION, PHASE 5

2900 Sheridan Rd, St. Louis, MO Project Director

October 31, 2019Revisions: Date:

CONSULTANTCONSULTANTCONSULTANTCONSULTANT

N/A

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144

(770) 421-3400

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

828-315-9962

Corp. License - 2019014628

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202

Fort Collins, CO 80525-3196

657PC2313.23M

ofDwg. 81

MSD PROJECT NUMBER: 19MSD-00241

MSD BASEMAP: 30H2 AND 30G

John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040

JG&A

Corp. License FL001428603

WTHWTH 31

SITE DETAILS 1 OF 4

Rev. 1 - Curb Jointing 1/10/2020

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3 - #4 REBAR CONT.

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6" AGGREGATE BASE COURSE

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4" AGGREGATE BASE COURSE

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NOTE: FIELD LEVEL DOME COVERAGE = 41 POINTS PER SQUARE INCH

AutoCAD SHX Text INTERNAL EMBEDMENT FLANGE @ 3" [76mm] C/C (SEE PLAN FOR ORIENTATION)

AutoCAD SHX Text 90° POINTS 0.045"[1mm] HIGH

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INTERNAL EMBEDMENT FLANGE @ 3" [76MM] C/C (SEE PLAN FOR ORIENTATION)

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0.625" HOLE THROUGH EMBEDMENTFLANGES (3 PER FLANGE) AS SHOWN ON REFLECTED PLAN

AutoCAD SHX Text 0.625"[16mm] HOLE THROUGH EMBEDMENT FLANGES (3 PER FLANGE)

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INTERNAL EMBEDMENT FLANGE 7 PER TILE

AutoCAD SHX Text 0.1875" x0.0625"DEEP [5mm x1mm]DOME UNDERSIDE OF TILE

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SECTION B-B

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SECTION A-A

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DETAIL

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PLAN - TILE

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REFLECTED PLAN - TILE

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TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

AutoCAD SHX Text 0.625" [16mm] HOLEEMBEDMENT FLANGES AS SHOWN IN PLAN

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SEE DETAIL RIGHT

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AutoCAD SHX Text DETECTABLE WARNING NOTES: THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE WIDTH OF THE RAMP OPENING, EXCLUDING THE WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION OF TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE DEIFNED BY THE CHORD DRAWN BETWEEN THE LEADING EDGES OF THE RAMP OPENING.

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CG502