S02 - Drawings.pdf

PDF 3 MB Posted Jul 30, 2021

Attached to: Y1DZ--620-20-204 | Montrose Sidewalk Repair l Actionable Package: 06/17/2021 l Current Phase: Phase I Requirements Complete | Proposals /Bids due: 8/01/2021 | Proposed Award:09/30/2021 l Comments as of 6/29: Received Friday, drafting Solicitation
Solicitation number: 36C24221B0052
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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Written by GovTribe AI · Dec 27, 2023

This solicitation seeks proposals for a sidewalk repair project at the Hudson Valley Healthcare System Montrose Campus in Montrose, New York. The contractor will furnish all materials, equipment, supervision, and personnel necessary to accomplish repairs to sidewalks including selective demolition, concrete pouring, crack repair, edge grinding, and expansion joint installation. The contract period is 365 calendar days with a cost range between $250,000 and $500,000. This procurement is reserved solely for Service-Disabled Veteran-Owned Small Businesses, who must be registered in the VetBiz and SAM databases. Bids are due by August 1, 2021 with award by September 30, 2021. The solicitation and amendments will be available from SAM.gov as of July 20, 2021. Questions are due by July 20, 2021 to the Department of Veterans Affairs Veterans Health Administration.

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Other files

File	Type	Posted
36C24221B0052 0001.docx	DOCX document	Aug 26, 2021
S02 - Specifications.pdf	PDF	Jul 30, 2021
Wage Determination Westchester.pdf	PDF	Jul 30, 2021
VA Notice Limitations on Subcontracting.pdf	PDF	Jul 30, 2021
36C24221B0052.docx	DOCX document	Jul 30, 2021

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

COVER SHEET

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

MONTROSE, N.Y.

Project Director

Issue date Chkd ByRevisions: Date:

AS BUILT 8/10/90 CS-1

DESIGN DEVELOPMENT CAMPUS SIDEWALKS

REPAIR

620-20-204

KAM

CASTLE POINT HOSPITAL

MONTROSE, NEW YORK

620-20-204

CAMPUS SIDEWALKS

DEPARTMENT OF VETERAN

AFFAIRS HUDSON VALLEY

HEALTH CARE SYSTEM

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LOCATION: BEACON, NEW YORK

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DRAWING INDEX:

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AutoCAD SHX Text CS-1 COVER SHEET COVER SHEET EX-1 EXISTING CONDITIONS EXISTING CONDITIONS SP-1 SITE PLAN 1 SITE PLAN 1 SP-2 SITE PLAN 2 SITE PLAN 2 SP-3 SITE PLAN 3 SITE PLAN 3 D-1 DETAILS DETAILS D-2 DETAILS DETAILS D-3 DETAILS DETAILS D-4 DETAILSDETAILS

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THREE 30,000 GAL.

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FUEL OIL TANKS

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VA FORM 08 - 6231

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EXISTING CONDITIONS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

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A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

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THREE 30,000 GAL.

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VA FORM 08 - 6231

SP-1

SITE PLAN 1

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

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AutoCAD SHX Text PROPOSED RAMP FOR DISABLED PERSONS FROM EXISTING DOOR VERTICAL RISE = 32" (SEE DETAIL SHEET D-2)

AutoCAD SHX Text PROPOSED 36 SF SIDEWALK RAMP WITH TRUNCATED DOME TACTILE FROM SIDEWALK TO PARKING LOT (SEE CURB RAMP AND TRUNCATED DOME TACTILE DETAILS ON SHEET D-1)

AutoCAD SHX Text PROPOSED SIDEWALK TO BE INSTALLED (730 SF) SEE "NEW SIDEWALK" DETAIL ON SHEET D-1

AutoCAD SHX Text PROPOSED SIDEWALK TO BE REMOVED AND RAMP FOR DISABLED PERSONS TO BE CONSTRUCTED FROM EXISTING DOOR VERTICAL RISE = 25" (SEE DETAIL SHEET D-3)

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STAIRCASE TO BE REPLACED (SEE DETAIL SHEET D-4)

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AREA OF CONCRETE REPAIR

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AREA TABLE

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LOCATION

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REPLACE (SF)

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CRACK REPAIR (LF)

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EDGE GRINDING (SF)

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AREA FOR NEW SIDEWALK

GENERAL NOTES: 1. CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND REPAIR. 2. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING MINOR CRACKS IN THE SIDEWALK. 3. CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON AN EDGE CREATING A TRIP HAZARD. 4. SEE DETAIL SHEET D-1 FOR DETAILS ON RESPECTIVE SIDEWALK REPAIRS SEE DETAIL SHEET D-1 FOR DETAILS ON RESPECTIVE SIDEWALK REPAIRS 5. NEW TRUNCATED DOME TACTILE MATS ARE TO BE INSTALLED WHERE EVER NEW TRUNCATED DOME TACTILE MATS ARE TO BE INSTALLED WHERE EVER EXISTING MATS ARE REMOVED. 6. THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA REGULATIONS TO EACH EMPLOYEE WORKING ON SITE AT ALL TIMES. 7. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. 8. ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH EITHER HAY AND SEED, OR APPROVED EQUAL.

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Location

Issue Date Checked Drawn

Drawing Title

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VA FORM 08 - 6231

SP-2

SITE PLAN 2

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

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620-20-204

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AutoCAD SHX Text GENERAL NOTES: 1. CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS CONCRETE REPLACEMENT IS INTENDED FOR AREAS WHERE THE SIDEWALK IS DETERIORATED BEYOND REPAIR. 2. CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING MINOR CONCRETE CRACK REPAIR IS INTENDED FOR CONCRETE REPAIR REGARDING MINOR CRACKS IN THE SIDEWALK. 3. CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE CONCRETE EDGE GRINDING IS INTENDED FOR CONCRETE REPAIR WHERE THE CONCRETE HAS LIFTED ON AN EDGE CREATING A TRIP HAZARD. 4. SEE DETAIL SHEET D-1 FOR DETAILS ON RESPECTIVE SIDEWALK REPAIRS SEE DETAIL SHEET D-1 FOR DETAILS ON RESPECTIVE SIDEWALK REPAIRS 5. NEW TRUNCATED DOME TACTILE MATS ARE TO BE INSTALLED WHERE EVER EXISTING NEW TRUNCATED DOME TACTILE MATS ARE TO BE INSTALLED WHERE EVER EXISTING MATS ARE REMOVED. 6. THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH THE CONTRACTOR IS TO PROVIDE PERSONAL PROTECTIVE EQUIPMENT COMPLIANT WITH OSHA REGULATIONS TO EACH EMPLOYEE WORKING ON SITE AT ALL TIMES. 7. THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND THE CONTRACTOR IS TO OBTAIN A UTILITY MARKOUT PRIOR TO ANY DIGGING BY HAND OR MACHINE. 8. ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE ANY DISTURBED SOIL REMAINING AFTER CONCRETE WORK IS COMPLETE IS TO BE STABILIZED WITH EITHER HAY AND SEED, OR APPROVED EQUAL.

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%%ULEGEND

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PROPOSED AREA OF CONCRETE REPAIR

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PROPOSED AREA FOR NEW SIDEWALK

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AREA TABLE

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LOCATION

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REPLACE (SF)

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VA FORM 08 - 6231

D-1

DETAILS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

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AutoCAD SHX Text QUARTER ( ) INCH WIDE BY HALF ( ) INCH DEEP EXPANSION JOINT. 14) INCH WIDE BY HALF ( ) INCH DEEP EXPANSION JOINT. 12) INCH DEEP EXPANSION JOINT. EXPANSION JOINTS SHOULD BE SPACED EVERY TEN (10) FEET ON CENTER OPPOSITE CONTROL JOINTS. JOINTS SHALL BE FILLED WITH QUARTER ( ) INCH 14) INCH PREMOLDED RESILIENT JOINT FILLER AND TOPPED OFF WITH JOINT FILLER SEALER

AutoCAD SHX Text QUARTER ( ) INCH WIDE BY HALF (1/2 ) INCH DEEP CONTROL JOINT. 14) INCH WIDE BY HALF (1/2 ) INCH DEEP CONTROL JOINT. CONTROL JOINTS SHOULD BE SPACES EVERY TEN (10) FEET ON CENTER OPPOSITE EXPANSION JOINTS

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONCRETE REPLACEMENT IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE REPLACEMENT IS CONCRETE REPLACEMENT IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE REPLACEMENT IS INTENDED FOR LOCATIONS WHERE THE SIDEWALK IS BEYOND REPAIR BY GROUT FILLING CRACKS OR BY GRINDING RAISED EDGES. 2. SAW CUTS ARE TO BE PERFORMED AT EITHER END OF THE LIMITS OF PAVEMENT REPLACEMENT. SAW CUTS ARE TO BE PERFORMED AT EITHER END OF THE LIMITS OF PAVEMENT REPLACEMENT. 3. SIX INCH BY SIX INCH W4.0 BY W4.0 WIRE MESH IS TO BE PLACED IN THE LOCATION WHERE THE NEW CONCRETE SIX INCH BY SIX INCH W4.0 BY W4.0 WIRE MESH IS TO BE PLACED IN THE LOCATION WHERE THE NEW CONCRETE IS TO BE POURED AND RAISED APPROXIMATELY 2 INCHES FROM THE BASE. 4. A TACK COAT IS TO BE APPLIED TO THE ENDS OF THE EXISTING CONCRETE WHERE IT MEETS THE PROPOSED A TACK COAT IS TO BE APPLIED TO THE ENDS OF THE EXISTING CONCRETE WHERE IT MEETS THE PROPOSED START OF NEW CONCRETE. 5. NEW CONCRETE IS TO BE POURED IN ACCORDANCE TO THE GENERAL NOTES LOCATED ON THIS SHEET. NEW CONCRETE IS TO BE POURED IN ACCORDANCE TO THE GENERAL NOTES LOCATED ON THIS SHEET. 6. TOOLED JOINTS AND EXPANSION JOINTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE GENERAL NOTES TOOLED JOINTS AND EXPANSION JOINTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE GENERAL NOTES LOCATED ON THIS SHEET. 7. SILT FENCE IS TO BE INSTALLED DOWN GRADE OF ANY CONCRETE TO BE REMOVED AND REPLACED. SILT FENCE SILT FENCE IS TO BE INSTALLED DOWN GRADE OF ANY CONCRETE TO BE REMOVED AND REPLACED. SILT FENCE IS TO BE INSTALLED PERPENDICULAR TO THE SLOPE OF THE GRADE, AND MUST SPAN THE ENTIRE LENGTH OF THE DISTURBANCE.

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CONCRETE SIDEWALK REPLACEMENT (NOT TO SCALE)

AutoCAD SHX Text FULL DEPTH SAW CUT. APPLY TACK COAT TO EXISTING SURFACE BEFORE NEW CONCRETE IS POURED

AutoCAD SHX Text SIX (6) INCH BY SIX (6) INCH W4.0 BY W4.0 W.W.F. REBAR PINS TO BE DRILLED INTO EXISTING CONCRETE TO REMAIN, WHERE PROPOSED CONCRETE IS TO MEET EXISTING CONCRETE IN ORDER TO SECURE NEW SLAB

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LIMITS OF CONCRETE REPLACEMENT VARIES

AutoCAD SHX Text GENERAL NOTES: 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NEW MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS. 2. ALL WORK SHALL CONFORM WITH SECTION 608 "SIDEWALK. DRIVEWAYS. AND BICYCLE PATHS" OF THE NYSDOT ALL WORK SHALL CONFORM WITH SECTION 608 "SIDEWALK. DRIVEWAYS. AND BICYCLE PATHS" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NO. 1 ABOVE. 3. ALL CONCRETE SHALL BE 4,000 P.S.I. CLASS A CONCRETE. CONCRETE MATERIALS, PLACEMENT AND ALL CONCRETE SHALL BE 4,000 P.S.I. CLASS A CONCRETE. CONCRETE MATERIALS, PLACEMENT AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 "PORTLAND CEMENT CONCRETE" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NO. 1 ABOVE. 4. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 "REINFORCING STEEL FOR CONCRETE REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 "REINFORCING STEEL FOR CONCRETE STRUCTURES" OF THE NYSDOT STANDARD SPECIFICATIONS REFER TO NO. 1 ABOVE AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. 5. SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 "SUBBASE COURSE" OF THE NYSDOT STANDARD SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 "SUBBASE COURSE" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NOTE NO. 1 ABOVE. 6. ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURE FINISH WITH A TOOLED EDGE, UNLESS OTHERWISE ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURE FINISH WITH A TOOLED EDGE, UNLESS OTHERWISE SPECIFIED. 7. EXPANSION JOINTS SHALL BE INSTALLED AT ALL EXISTING IMMOVABLE OBJECTS. AT CONSTRUCTION COLD JOINTS, EXPANSION JOINTS SHALL BE INSTALLED AT ALL EXISTING IMMOVABLE OBJECTS. AT CONSTRUCTION COLD JOINTS, AND AS PER THE SPACING IDENTIFIED IN THIS DETAIL OR SPECIFICALLY CALLED OUT IN THE DRAWINGS. 8. EXPANSION JOINTS WHICH ARE BEING REPAIRED ARE TO BE ROUTED AND BLOWN OUT WITH AIR PRIOR TO EXPANSION JOINTS WHICH ARE BEING REPAIRED ARE TO BE ROUTED AND BLOWN OUT WITH AIR PRIOR TO INSTALLATION. 9. NO JOINTS SHALL NOT BE SAW CUT. ALL JOINTS SHALL BE AS PER THE STAMPED TEXTURE OR TOOLED. REFER NO JOINTS SHALL NOT BE SAW CUT. ALL JOINTS SHALL BE AS PER THE STAMPED TEXTURE OR TOOLED. REFER TO NOTE NO. 5 ABOVE. 10. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO EXISTING WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSE OF BRINGING THE SUBGRADE ELEVATION UP TO EXISTING GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMATION WITH SECTION 203 "EXCAVATION AND EMBANKMENT" OF THE NYSDOT STANDARD SPECIFICATIONS. REFER TO NOTE NO. 1 ABOVE.

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONCRETE GROUT REPAIR IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE GROUT REPAIR IS CONCRETE GROUT REPAIR IS APPLICABLE AS INDICATED ON THE SITE PLANS. CONCRETE GROUT REPAIR IS INTENDED FOR LOCATIONS WHERE THE SIDEWALK HAS CRACKS IN NEED OF SEALING. 2. ALL WORK INVOLVED IN A CONCRETE GROUT PATCH MUST BE IN ACCORDANCE WITH THE GENERAL NOTES LISTED ALL WORK INVOLVED IN A CONCRETE GROUT PATCH MUST BE IN ACCORDANCE WITH THE GENERAL NOTES LISTED ON THIS PAGE. 3. THE CRACKS ARE TO BE CHISELED WITH A HAMMER AND A MASONRY CHISEL TO WIDEN THE BASE OF THE THE CRACKS ARE TO BE CHISELED WITH A HAMMER AND A MASONRY CHISEL TO WIDEN THE BASE OF THE CRACK AND TO DISLODGE AND LOOSE MATERIAL FROM THE OLD CONCRETE. 4. THE AREA OF WORK IS TO BE WETTED WITH WATER TO MINIMIZE THE EFFECT OF DUST BECOMING AIRBORNE. THE AREA OF WORK IS TO BE WETTED WITH WATER TO MINIMIZE THE EFFECT OF DUST BECOMING AIRBORNE. 5. ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WIRE BRUSH. ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WIRE BRUSH. 6. ALL WATER AND DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH. ALL WATER AND DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH. 7. THE CONCRETE PATCHING COMPOUND IS TO BE MIXED FOLLOWING THE MANUFACTURER'S DIRECTIONS. THE CONCRETE PATCHING COMPOUND IS TO BE MIXED FOLLOWING THE MANUFACTURER'S DIRECTIONS. 8. THE COMPOUND IS TO BE TROWELED INTO THE CRACK. THE TROWEL CAN THEN BE USED TO STAB THE THE COMPOUND IS TO BE TROWELED INTO THE CRACK. THE TROWEL CAN THEN BE USED TO STAB THE COMPOUND INTO THE CRACK TO REMOVE AIR POCKETS AND TO HELP WORK THE PATCHING MATERIAL DEEP INTO THE CRACK. ASSURE THAT THE COMPOUND IS FILLED UP TO THE SURROUNDING CONCRETE SURFACE. 9. THE TROWEL CAN THAN BE WIPED AND USED TO SMOOTH THE SURFACE OF THE PATH, FEATHERING THE THE TROWEL CAN THAN BE WIPED AND USED TO SMOOTH THE SURFACE OF THE PATH, FEATHERING THE COMPOUND INTO THE SURROUNDING CONCRETE.

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CONCRETE CRACK REPAIR (NOT TO SCALE)

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CRACK IN CONCRETE SIDEWALK AFTER GROUT PATCHING SEQUENCE HAS BEEN COMPLETED

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. CONCRETE EDGE GRINDING IS APPLICABLE WHERE THE GROUND HAS SETTLED AND LED TO A RAISED LIP OF CONCRETE EDGE GRINDING IS APPLICABLE WHERE THE GROUND HAS SETTLED AND LED TO A RAISED LIP OF CONCRETE CAUSING A TRIP HAZARD. 2. THE RAISED EDGE IS TO BE GROUND DOWN USING AN ANGLE GRINDER WITH A DIAMOND BLADE. THE RAISED EDGE IS TO BE GROUND DOWN USING AN ANGLE GRINDER WITH A DIAMOND BLADE. 3. WATER IS TO BE SPRAYED ONTO THE GRINDER BLADE WHILE IN USE IN ORDER TO MINIMIZE THE EFFECT OF THE WATER IS TO BE SPRAYED ONTO THE GRINDER BLADE WHILE IN USE IN ORDER TO MINIMIZE THE EFFECT OF THE DUST BECOMING AIRBORNE. 4. ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH.ALL DEBRIS IS TO BE REMOVED FROM THE CRACK USING A WET/DRY SHOP VACUUM OR A BRUSH.

AutoCAD SHX Text

CONCRETE EDGE GRINDING (NOT TO SCALE)

AutoCAD SHX Text

SIX (6) INCH BY SIX (6) INCH W4.0 BY W4.0 W.W.F.

AutoCAD SHX Text RAISED PORTION OF CONCRETE SIDEWALK TO BE GROUND DOWN IN ACCORDANCE WITH THE CONCRETE EDGE GRINDING CONSTRUCTION SEQUENCE BELOW

AutoCAD SHX Text

PROPOSED SURFACE OF CONCRETE AFTER THE RAISED EDGE HAS BEEN GROUND DOWN

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

TRUNCATED DOME TACTILE - WARNING STRIP (NOT TO SCALE)

AutoCAD SHX Text [1981mm]

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [1829mm]

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

RAMP FLUSH WITH GUTTER

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text [102mm]

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

1:12 MAX. SLOPE

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PLAN

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PLAN

AutoCAD SHX Text A

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text [1829mm]

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text [1829mm]

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1:12 MAX.

AutoCAD SHX Text

1:12 MAX.

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CURB CAMP (NOT TO SCALE)

AutoCAD SHX Text

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° POINTS0.045" [1mm] HIGH

AutoCAD SHX Text

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

AutoCAD SHX Text

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)

AutoCAD SHX Text

INTERNAL EMBEDMENT FLANGE 7 PER TILE

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

AutoCAD SHX Text

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

AutoCAD SHX Text [79mm]

AutoCAD SHX Text [76mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [79mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [35mm]

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AutoCAD SHX Text [51mm]

AutoCAD SHX Text [11mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [625mm]

AutoCAD SHX Text

TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

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

AutoCAD SHX Text [2mm]

AutoCAD SHX Text [6mm]

AutoCAD SHX Text [10mm]

AutoCAD SHX Text 90° POINTS0.045" [1mm] HIGH

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [51mm]

AutoCAD SHX Text [11mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [625mm]

AutoCAD SHX Text [10mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [4mm]

AutoCAD SHX Text [35mm]

AutoCAD SHX Text [18mm]

AutoCAD SHX Text [7mm]

AutoCAD SHX Text [24mm]

AutoCAD SHX Text [60mm]

AutoCAD SHX Text [10mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [2mm]

AutoCAD SHX Text [23mm]

AutoCAD SHX Text [10mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [2mm]

AutoCAD SHX Text [1mm]

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [42mm] SPACING C/C

AutoCAD SHX Text [625mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [42mm] SPACING C/C

AutoCAD SHX Text [625mm]

AutoCAD SHX Text

SEE DETAIL RIGHT

AutoCAD SHX Text [79mm]

AutoCAD SHX Text [76mm] SPACING C/C

AutoCAD SHX Text [625mm]

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [203mm]

AutoCAD SHX Text [625mm]

AutoCAD SHX Text [203mm]

AutoCAD SHX Text [19mm]

AutoCAD SHX Text [16mm]

AutoCAD SHX Text [31mm]

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.

AutoCAD SHX Text CONSTRUCTION SEQUENCE: 1. SIX INCH BY SIX INCH W4.0 BY W4.0 WIRE MESH IS TO BE PLACED IN THE LOCATION WHERE THE NEW CONCRETE SIX INCH BY SIX INCH W4.0 BY W4.0 WIRE MESH IS TO BE PLACED IN THE LOCATION WHERE THE NEW CONCRETE IS TO BE POURED AND RAISED APPROXIMATELY 2 INCHES FROM THE BASE. 2. A TACK COAT IS TO BE APPLIED TO THE ENDS OF THE EXISTING CONCRETE WHERE IT MEETS THE PROPOSED A TACK COAT IS TO BE APPLIED TO THE ENDS OF THE EXISTING CONCRETE WHERE IT MEETS THE PROPOSED START OF NEW CONCRETE. 3. NEW CONCRETE IS TO BE POURED IN ACCORDANCE TO THE GENERAL NOTES LOCATED ON THIS SHEET. NEW CONCRETE IS TO BE POURED IN ACCORDANCE TO THE GENERAL NOTES LOCATED ON THIS SHEET. 4. TOOLED JOINTS AND EXPANSION JOINTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE GENERAL NOTES TOOLED JOINTS AND EXPANSION JOINTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE GENERAL NOTES LOCATED ON THIS SHEET. 5. SILT FENCE IS TO BE INSTALLED DOWN GRADE OF ANY CONCRETE TO BE REMOVED AND REPLACED. SILT FENCE SILT FENCE IS TO BE INSTALLED DOWN GRADE OF ANY CONCRETE TO BE REMOVED AND REPLACED. SILT FENCE IS TO BE INSTALLED PERPENDICULAR TO THE SLOPE OF THE GRADE, AND MUST SPAN THE ENTIRE LENGTH OF THE DISTURBANCE.

AutoCAD SHX Text

NEW SIDEWALK (NOT TO SCALE)

AutoCAD SHX Text FULL DEPTH SAW CUT. APPLY TACK COAT TO EXISTING SURFACE BEFORE NEW CONCRETE IS POURED

LIMITS OF NEW SIDEWALK *VARIES*

0'-0"

2'-8"

1'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

D-2

DETAILS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 6 of 8

620-20-204

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AutoCAD SHX Text A-1

AutoCAD SHX Text

12" EXPN. JNT. 5'-0" O.C. EXPN. JNT. 5'-0" O.C.

AutoCAD SHX Text

SLOPE 1:15

AutoCAD SHX Text

SLOPE 1:15

AutoCAD SHX Text

BLEND W/ EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING DOORWAY

AutoCAD SHX Text A-1

AutoCAD SHX Text

HANDRAIL SLEVE @ 10'-0" O.C. SEE DETAIL 2/A-1.

AutoCAD SHX Text

RAMP SURFACE

AutoCAD SHX Text A-1

AutoCAD SHX Text

AutoCAD SHX Text ALL EXPOSED SIDES OF HANDICAPPED RAMP TO BE SIDED WITH SOLID BRICK TO MATCH EXISTING BUILDING

AutoCAD SHX Text

NEW #5 STRUCT. REBAR @ 12" O.C.

AutoCAD SHX Text

EXTG. SIDEWALK

AutoCAD SHX Text

34" CRUSHED GRAVEL FILL

AutoCAD SHX Text

NEW #5 HORIZ. REBAR W/3-#5 VERT. REBAR EQ. SPACED @ 12" O.C.

AutoCAD SHX Text NEW 6" CONC. RAMP W/ 6x6-10x10 GA. W.W.F. MAX SLOPE 1:20, BROOM FIN.

AutoCAD SHX Text CONTINUOUS 1 " OD SCH. 12" OD SCH. GALV. PIPE RAIL SLOPED W/RAMP POSTS 10'-0" O.C.

AutoCAD SHX Text

34" CRUSHED GRAVEL FILL

AutoCAD SHX Text

NEW #5 STRUC. REBAR @ 12" O.C.

AutoCAD SHX Text

NEW #5 STRUC. REBAR @ 12" O.C.

AutoCAD SHX Text

AGGREGATE

AutoCAD SHX Text

BEDROCK AT ~4' BELOW SURFACE ELEVATION

AutoCAD SHX Text "A"

AutoCAD SHX Text NOTE: 1. "A" INDICATES A 1'-0"x2'-0" CONT. FTG. 2. "B" INDICATES A 1'-4"x2'-8" CONT. FTG. 3. REBAR 2" MIN. COVER.

AutoCAD SHX Text

TYP. #5 VERT. DOWEL @ 16" O.C.

AutoCAD SHX Text

NEW #5 HORIZ. REBAR W/4-#5 VERT. REBAR EQ. SPACED @ 12" O.C.

AutoCAD SHX Text

NEW #5 HORIZ. REBAR W/4-#5 VERT. REBAR EQ. SPACED @ 12" O.C.

AutoCAD SHX Text

TYP. #5 VERT. DOWEL @ 16" O.C.

AutoCAD SHX Text "B"

AutoCAD SHX Text "A"

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text 5/8"X10" SLEEVED ANCHORS TO BE INSTALLED EVERY 1' BOTH VERTICALLY AND HORIZONTALLY WHERE THE RAMP IS IN CONTACT WITH THE BUILDING. MINIMUM EMBEDMENT DEPTH 2-3/4"

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

HANDRAIL SLEVE @ 10'-0" O.C. SEE DETAIL 2/A-1.

AutoCAD SHX Text

RAMP SECTION: NEW CONSTRUCION

AutoCAD SHX Text

SCALE: " = 1'-0"34" = 1'-0"

AutoCAD SHX Text

RAMP ELEVATION: FRONT

AutoCAD SHX Text

SCALE: " = 1'-0"38" = 1'-0"

AutoCAD SHX Text

RAMP PLAN: NEW CONST.

AutoCAD SHX Text

SCALE: " = 1'-0"14" = 1'-0"

AutoCAD SHX Text

RAILING DETAIL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

RAILING SLEVE

AutoCAD SHX Text

SCALE: 3" = 1'-0"

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

1. 2. 3. 4. 5. 6. 7.

RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%. IF A RAMP RUN HAS A RISE GREATER THAN 6" [152mm] OR A HORIZONTAL PROJECTION GREATER THAN 72" [1829mm], THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 8.33%. SEE ARCHITECTURAL STANDARDS FOR HANDRAIL DETAILS. PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT. REFER TO PG-18-13 INDEX. RAMP FOR DISABLED PERSONS TO BE PINNED TO EXISTING BUILDING USING 5/8"X10" SLEEVED ANCHORS INSTALLED EVERY 1' BOTH VERTICALLY AND HORIZONTALLY WHERE THE RAMP IS IN CONTACT WITH THE BUILDING. MINIMUM EMBEDMENT DEPTH 2-3/4".

-1

T O

D O

TIO

0'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

D-3

DETAILS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 7 of 8

620-20-204

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AutoCAD SHX Text A-1

AutoCAD SHX Text

12" EXPN. JNT. 5'-0" O.C. EXPN. JNT. 5'-0" O.C.

AutoCAD SHX Text

SLOPE 1:20

AutoCAD SHX Text

BLEND W/ EXISTING SIDEWALK

AutoCAD SHX Text

EXISTING DOORWAY

AutoCAD SHX Text

EXISTING STAIRS TO BE DEMOLISHED BY CONTRACTOR

AutoCAD SHX Text CONTINUOUS 1 " OD SCH. 12" OD SCH. GALV. PIPE RAIL SLOPED W/RAMP POSTS 10'-0" O.C.

AutoCAD SHX Text A-1

AutoCAD SHX Text

RAMP SURFACE

AutoCAD SHX Text

HANDRAIL SLEVE @ 10'-0" O.C. SEE DETAIL 2/A-1.

AutoCAD SHX Text A-1

AutoCAD SHX Text

AutoCAD SHX Text 5/8"X6" SLEEVED ANCHORS TO BE INSTALLED EVERY 1' BOTH VERTICALLY AND HORIZONTALLY WHERE ANY NEW CONCRETE IS IN CONTACT WITH THE BUILDING AND/OR EXISTING CONCRETE. MINIMUM EMBEDMENT DEPTH 2-3/4"

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING STEPS TO BE DEMOLISHED BY CONTRACTOR PRIOR TO CONSTRUCTION

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN

AutoCAD SHX Text ALL EXPOSED SIDES OF HANDICAPPED RAMP TO BE SIDED WITH SOLID BRICK TO MATCH EXISTING BUILDINGS

AutoCAD SHX Text

NEW #5 HORIZ. REBAR W/3-#5 VERT. REBAR EQ. SPACED @ 12" O.C.

AutoCAD SHX Text NEW 6" CONC. RAMP W/ 6x6-10x10 GA. W.W.F. MAX SLOPE 1:20, BROOM FIN.

AutoCAD SHX Text

34" CRUSHED GRAVEL FILL

AutoCAD SHX Text

NEW #5 STRUC. REBAR @ 12" O.C.

AutoCAD SHX Text

AGGREGATE

AutoCAD SHX Text

TYP. #5 VERT. DOWEL @ 16" O.C.

AutoCAD SHX Text

NEW #5 HORIZ. REBAR W/4-#5 VERT. REBAR EQ. SPACED @ 12" O.C.

AutoCAD SHX Text

NEW #5 HORIZ. REBAR W/4-#5 VERT. REBAR EQ. SPACED @ 12" O.C.

AutoCAD SHX Text

TYP. #5 VERT. DOWEL @ 16" O.C.

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

NEW #5 STRUCT. REBAR @ 12" O.C.

AutoCAD SHX Text CONTINUOUS 1 " OD SCH. 12" OD SCH. GALV. PIPE RAIL SLOPED W/RAMP POSTS 10'-0" O.C.

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

BEDROCK AT ~4.2' BELOW SURFACE ELEVATION

AutoCAD SHX Text

HANDRAIL SLEVE @ 10'-0" O.C. SEE DETAIL 2/A-1.

AutoCAD SHX Text

RAMP SECTION: NEW CONSTRUCION

AutoCAD SHX Text

SCALE: " = 1'-0"34" = 1'-0"

AutoCAD SHX Text

RAMP ELEVATION: FRONT

AutoCAD SHX Text

SCALE: " = 1'-0"38" = 1'-0"

AutoCAD SHX Text

RAMP PLAN: NEW CONST.

AutoCAD SHX Text

SCALE: 3/4" = 1'-0"

AutoCAD SHX Text

RAILING DETAIL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

RAILING SLEVE

AutoCAD SHX Text

SCALE: 3" = 1'-0"

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

1. 2. 3. 4. 5. 6. 7.

RAMP IS REQUIRED WHERE THE WALK EXCEEDS 3%. IF A RAMP RUN HAS A RISE GREATER THAN 6" [152mm] OR A HORIZONTAL PROJECTION GREATER THAN 72" [1829mm], THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. MAXIMUM SLOPE OF RAMP SHALL NOT EXCEED 8.33%. SEE ARCHITECTURAL STANDARDS FOR HANDRAIL DETAILS. PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT. REFER TO PG-18-13 INDEX. RAMP FOR DISABLED PERSONS TO BE PINNED TO EXISTING BUILDING USING 5/8"X6" SLEEVED ANCHORS INSTALLED EVERY 1' BOTH VERTICALLY AND HORIZONTALLY WHERE THE RAMP IS IN CONTACT WITH THE EXISTING CONCRETE TO REMAIN AND/OR THE BUILDING. MINIMUM EMBEDMENT DEPTH 2-3/4".

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

D-4

DETAILS

DESIGN DEVELOPMENT

CAMPUS SIDEWALKS

REPAIR

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:

Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC

CAMPUS SIDEWALKS

MONTROSE, NEW YORK

Project Director

-- --- KAM

Revisions: Date:

STAMP

Sheet 8 of 8

620-20-204

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AutoCAD SHX Text

1" CEM GROUT.

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text 1-1/4"x1/2"

AutoCAD SHX Text

1-1/4"SQ

AutoCAD SHX Text 1"x5/8"

AutoCAD SHX Text

BRASS

AutoCAD SHX Text 1-1/2"x3/4" TOP RAIL

AutoCAD SHX Text

18" SLOPE ALL TREADS

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

BRASS

AutoCAD SHX Text

FIN. GR. EL. 118.53

AutoCAD SHX Text

FIN. GR. EL. 124.0

AutoCAD SHX Text

DETAILS OF BUILDING 5 STAIRCASE 34" = 1'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text J

AutoCAD SHX Text A

AutoCAD SHX Text

FACE OF BRICK BELOW

AutoCAD SHX Text J

AutoCAD SHX Text

GRANITE PLATFORM & STEPS

AutoCAD SHX Text X

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text

PART SIDE ELEVATION AT NEWELL

AutoCAD SHX Text

BRICK

AutoCAD SHX Text X

AutoCAD SHX Text

FIN. GR. EL. 118.53

AutoCAD SHX Text

GRANITE

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

SECT X-X

AutoCAD SHX Text

FIN GRADE

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

FIN. GR. EL. 118.53

AutoCAD SHX Text

GRANITE STEPS & PLATFORM

AutoCAD SHX Text

STONE

AutoCAD SHX Text

CROSSED AREA

AutoCAD SHX Text

INDICATES STONES

AutoCAD SHX Text

BONDED IN WALL 8"

AutoCAD SHX Text

HALF EXTERIOR ELEVATION OTHER HALF SIMILAR

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

WROUGHT IRON RAILING

AutoCAD SHX Text

RAILING PENETRATION CAP

AutoCAD SHX Text

RAILING WALL MOUNT

AutoCAD SHX Text

EXISTING STAIRCASE SIDE VIEW

AutoCAD SHX Text

EXISTING STAIRCASE FRONT VIEW

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

1. 2. 3. 4. 5. 6. 7.

EXISTING STAIRS, BRICK SIDING, RAILING, STAIR FOUNDATION AND STAIR FOOTING TO BE DEMOLISHED. NEW STAIRS, STAIR FOUNDATION, BRICK SIDING, RAILINGS, AND STAIR FOOTING TO BE CONSTRUCTED TO MATCH ORIGINAL. BALUSTER SPACING ON RAILING IS TO REMAIN THE SAME, HOWEVER DECORATIVE RAILING DESIGN MAY DIFFER WITH COR APPROVAL. ~420 BRICKS +/- 5% TO BE ACQUIRED, SECURED AND TUCKPOINTED TO NEW STEP FOUNDATION. WROUGHT IRON CAPS ARE TO BE PROVIDED AT ALL LOCATIONS WHERE THE RAILING PENETRATES GRANITE STEPS OR BRICK SIDING SIMILAR TO THE "RAILING PENETRATION CAP" IMAGE LOCATED ON THIS PAGE. RAILING WALL MOUNT AS SEEN IN "RAILING WALL MOUNT" IMAGE ON THIS PAGE TO BE REUSED. EXISTING RAILING IS WELDED TO RAILING WALL MOUNT. EXISTING RAILING TO BE REMOVED FROM EXISTING WALL MOUNT, AND NEW RAILING TO BE WELDED TO EXISTING WALL MOUNT SEE ARCHITECTURAL STANDARDS FOR HANDRAIL DETAILS. PROVIDE AN AGGREGATE BASE WHERE SUBSURFACE CONDITIONS WARRANT IT. NEW STEPS TO BE PINNED TO EXISTING BUILDING USING 5/8"X6" SLEEVED ANCHORS INSTALLED EVERY 1' BOTH VERTICALLY AND HORIZONTALLY WHERE THE STEPS ARE IN CONTACT WITH THE BUILDING. MINIMUM EMBEDMENT DEPTH 2-3/4".

Sheets and Views

620-20-204 Design-01 CS-1

620-20-204 Design-02 EX-1

620-20-204 Design-03 SP-1

620-20-204 Design-04 SP-2

620-20-204 Design-05 D-1

620-20-204-Handicap Ramp-D-2

620-20-204-Handicap Ramp-D-3

620-20-204-Handicap Ramp-D-4

620-20-204-Handicap Ramp-D-4.pdf

Sheets and Views

D-4

File details come from the government source that posted it. Updated Jul 30, 2021.