36C24519B0004-0003002.pdf

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A t h r e e i n c h e s o n e f o t t h r e e q u a r t e r s i n c h o t o n e i n o t o n e a d a l f i n c h e s o t o n e h a l f i n o t t h r e e e i g h t h s i n o t

BC

o n e e i g h t i o t o n e q u a r t e r i n o t

Seal:

Revisions:

654321

B C

D

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320

F 704.321.0833

FINAL DOCUMENTS 100%

FULLY SPRINKLERED

DLKKWB

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Drawing Title:

Drawing No.:Project Phase:

A B

C D

No.

Description

Date

Office of

Construction and

Facilities

Management

VAMC MARTINSBURG, WV CONSTRUCT

OUTPATIENT ADDITION AND NEW

HANDICAPPED ENTRANCE

HDG PROJECT: 16007

CONSULTANTS: ARCHITECT / ENGINEERS:

Project Title:

Location:

Date:

MARTINSBURG VA MEDICAL CENTER

OCTOBER 29, 2018

Checked: Drawn:

Building Number:

Project Number:

613-122

GS109

SITE DETAILS

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NTS

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CONCRETE SIDEWALK DETAIL (TYPICAL)

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DEEP GROOVED FILLED W/SILICONE JOINT FILLER

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(USE WHEN CONCRETE IS PLACED AT DIFFERENT TIMES)

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#6 REBAR DOWELS @ 16" O.C.

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METAL KEYWAY W/REMOVABLE CAP CAULK W/SILICONE

AutoCAD SHX Text ASTM D1751 PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL W/SILICON SEALANT ON TOP

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POOR NEW CONCRETE W/TUBE OVER NEW REBAR

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DRILL HOLE FOR NEW REBAR INTO EXISTING CONCRETE

AutoCAD SHX Text ASTM D1751 PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL W/SILICON SEALANT ON TOP

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TRANSVERSE CONTRACTION JOINT (SEE DETAIL)

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EXPANSION JOINT TO EXPANSION JOINT

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30' MAX.

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30' MAX.

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EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT (SEE DETAIL)

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EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT TO EXPANSION JOINT

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30' MAX.

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30' MAX.

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TRANSVERSE CONTRACTION JOINTS TYP. (SEE DETAIL)

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EXPANSION JOINT TYP. (SEE DETAIL)

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COMPACTED CRUSHED GRAVEL

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#4 @ 18" O.C. MAX. IN CENTER OF SLAB

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#4 @ 32" O.C. MAX. IN CENTER OF SLAB

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CLASS B CONCRETE, BROOM FINISH

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CONSTRUCTION JOINT DETAIL

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(@ 5' O.C. MAX)

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TRANSVERSE CONTRACTION JOINT DETAIL

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#6 REBAR DOWELS @ 16" O.C.

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(@ 30' O.C. MAX)

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EXPANSION JOINT DETAIL

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EXISTING INTO NEW JOINT DETAIL

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PLAN VIEW

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SECTION A-A

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TRANSVERSE CONTRACTION JOINT (SEE DETAIL)

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

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AutoCAD SHX Text 10.5' MAX. [3200mm]

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TYPICAL SECTION

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NTS

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SIDEWALK JOINTING DETAILS

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NTS

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SIDEWALK EXPANSION JOINT PLAN

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

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1/2" RADIUS (TYP.)

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#3 NOSING REBAR (TYP.)

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UNDISTURBED EARTH OR COMPACTED FILL (TYP.)

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#4 @ 12" O.C. (TYP.)

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CONCRETE STAIRS (TYP.)

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1-1/2" ALUMINUM HANDRAIL

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NTS

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CONCRETE STAIR DETAIL

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ELEV. 497.41

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ELEV. 500.33

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5 TREADS = 4'-7"

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5 TREADS = 4'-7"

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TREAD TO BE SLOPED AT 1/4" PER FOOT (TYP.)

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PROPOSED GRADE (BEYOND) SEE NOTE 1, THIS SHEET

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3/4" RADIUS (TYP.)

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1. FINISHED GRADE TO BE 2" BELOW TOP OF FINISHED GRADE TO BE 2" BELOW TOP OF STAIR TYPICAL FOR EACH SIDE. 2. MAXIMUM HANDRAIL POST SPACING IS MAXIMUM HANDRAIL POST SPACING IS 6'-0".

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%%UNOTES:

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BID PHASE REVISIONS

AutoCAD SHX Text 06/06/19