19-027_2020_08_24_100 percent - DRAWINGS PRINT.pdf

PDF 44 MB Posted Nov 23, 2021

Attached to: Upgrade ADA for Various Buildings Project 590-19-113 Federal contract opportunity
Solicitation number: 36C24622R0010
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to provide construction services for ADA upgrades at a Veterans Affairs medical center. The solicitation number is 36C24622R0010 and seeks to remove and replace ADA accessibility features, as well as associated mechanical, electrical, and plumbing work, at various buildings at the Hampton VA Medical Center in Hampton, Virginia, as outlined in the attached plans and specifications. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6 is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to Upgrade ADA for Various Buildings Project 590-19-113, newest first.
File	Type	Posted
36C24622R0010 0002.docx	DOCX document	Dec 20, 2021
36C24622R0010 0003.docx	DOCX document	Dec 20, 2021
Sign-In Sheet for Upgrade ADA 11-30-2021.pdf	PDF	Nov 30, 2021
36C24622R0010 0001.docx	DOCX document	Nov 30, 2021
19-027_2020_08_24_100 percent - SPECIFICATION FINAL.pdf	PDF	Nov 23, 2021
36C24622R0010.docx	DOCX document	Nov 23, 2021
Attachment B - Corp Experience Form.docx	DOCX document	Nov 23, 2021
Construction Safety Handbook.pdf	PDF	Nov 23, 2021
Attachment A - Base Proposal Item Price Breakdown.xlsx	XLSX spreadsheet	Nov 23, 2021

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: OF 41

Jensen Hughes

4445 Corporation Lane

Suite 211

Virginia Beach, VA 23462

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

PROJECT #590-19-113

UPGRADE ADA VARIOUS BUILDINGS (137C, 114, 83)

U.S. Department of Veterans Affairs

Jensen Hughes

4445 Corporation Lane

Suite 211

Virginia Beach, VA 23462

BOWMAN FOSTER

& ASSOCIATES, INC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

OF 41

Jensen Hughes 4445 Corporation Lane Suite 211 Virginia Beach, VA 23462

PRE CONSTRUCTION RISK ASSESSMENT/EVALUATION

PROJECT NAME: Upgrade ADA Various Buildings

EXPECTED IMPACTS

PROJECT NUMBER: 590-19-113

PLANS/MEASURES TO ADDRESS IMPACTS

8 NOISE

Plumbing Outages Fire sprinkler system outage.

Coordinate with building occupants, Fire Inspectors and Mechanical Shop personnel.

N/AMechanical Outages

Electrical Outages Will be required to disconnect and reconnect existing and new equipment.

Coordination will be made with staff and Electrical Shop personnel at least 48 hours prior to outage.

Miscellaneous Utilities

Fire Alarm N/A

N/A

DUST (INFECTION

CONTROL)/AIR QUALITY

6 VIBRATIONS Vibrations are expected while existing deck slab is demolished and removed.

Vibrations will be kept to a minimum, however, they may be moderate at times.

Minor to moderate levels of dust may be created due to some demolition along with wall and ceiling penetrations.

Construction will be contained with hard barriers.

HEPA VAC and negative air scrubber will be used.

Contractors will continuously remove trash and debris.

Noise levels that affect staff will be adjusted to accommodate normal business operations. COR will inform staff of the activity prior to start.

Heavy equipment is expect for the project. Small tools and equipment will be used and managed.EQUIPMENT

CREATION OR SPREAD

OF CONTAMINANTS

Minor levels of dust may be created during demolition and construction.

The Contractor will follow construction infection control requirements and adhere to the ICRA, along with meeting state/local certification standards required by HVAMC.

Areas will be barricaded and secured not permitting staff in the immediate barricaded construction site.

Inform affected staff of the impact of the limits of construction.

PPD / TB Risk Assessment Completed: X .

Non-patient care area No TB screening: .

Subject to change during construction phase:

Project Location: _Buildings 137C, 114 and 83. Risk Assessment Required based on vicinity of patient care areas?: __X__ YES ____NO

HVAMC ANNUAL TB

RISK ASSESSMENT

LEVEL IS LOW

TRAFFIC

FLOW--PATIENTS,

VISITORS, STAFF,

CONTRACT

PERSONNEL

Area will be secured and controlled.

LIMITS OF

CONSTRUCTION,

BARRIER LOCATION

Limits of project will be confined in which the work is being done.

Minor to moderate amount of noise.

Contractor will keep tools and equipment centrally located and secured at all times when not in use.

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AE601

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AE502

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AE703

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CATCH BASIN

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CEMENT

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CORNER GUARD

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CABINET HEATER

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CHALKBOARD

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CEILING

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CONCRETE MASONRY UNIT

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CLEANOUT

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COMBINATION

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CONCRETE

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CONNECTION

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CONSTRUCTION

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CONSTRUCTION JOINT

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CONTINUOUS

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CONTRACTOR

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COURSE

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CENTER

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CORRUGATED, CORRIDOR

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COMPOSITION, COMPACTED

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DIA (OR )

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DUCTILE IRON PIPE

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DEAD LOAD

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DAMPPROOFING

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DOWN

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DOOR

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DOWNSPOUT

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DOVETAIL ANCHOR

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DETAIL, DETENTION

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DESIGN

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EWC

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EXP

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EXT

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EACH FACE

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EXPANSION JOINT

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ELEVATION

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ELECTRIC

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ELEVATOR

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EMERGENCY

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ENCLOSE

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EDGE OF PAVEMENT

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EQUAL

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EQUIPMENT

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EMERGENCY SHOWER

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ESTIMATE

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ELECTRIC WATER COOLER

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EXHAUST

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EXISTING

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EXTERIOR

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EQUIP

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EXIST

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ELEV

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EMERGENCY SHOWER & EYE WASH

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EXPOSED, EXPANSION

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FASTEN(ER)

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FLOOR DRAIN

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FOUNDATION

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FIRE EXTINGUISHER

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FINISH

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FLEXIBLE

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FLASHING

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FLOOR

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FACE OF CONCRETE

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FACE OF MASONRY

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FACE OF STUDS

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FIREPROOFING

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FRAME

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FOOT

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FINISH FLOOR, FAR FACE

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DEEP

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ADJ

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CLEAR

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DIAGONAL, DIAGRAM

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EACH WAY, EYE WASH, EAST WEST

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FULL SIZE, FLOOR SINK

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ACT

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FACE TO FACE, FLOOR TO FLOOR

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EIFS

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FACE BRICK

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GALVANIZED METAL PIPE

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GWB

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GEN

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GENERAL, GENERATOR

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GALLON

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HEADER

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HCP

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HOUR, HANDRAIL

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HORIZ

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HEADWALL

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INSIDE DIAMETER

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SHOWER

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SHEET

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SPECIAL

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STANDARD

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TACKBOARD

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TOP OF MASONRY

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TOP OF SLAB

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TOP OF WALL

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TYPICAL

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TERRAZZO

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VPRD

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VCT

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VCP

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VTR

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VWC

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UNDERCUT

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UNDERGROUND

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URINAL

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VINYL COMPOSITION TILE

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VITRIFIED CLAY PIPE

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VERTICAL

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VENT THRU ROOF

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VINYL WALL COVERING

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AutoCAD SHX Text W/O

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WSCT

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WWF

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WITH

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WATER CLOSET

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WALL HYDRANT

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WIND LOAD

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WATER METER

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WITHOUT

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WATERPROOFING

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WAINSCOT

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WELDED WIRE FABRIC

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YARD DRAIN

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TEMPORARY, TEMPERATURE

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TERR

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VESTIBULE

AutoCAD SHX Text T&B

AutoCAD SHX Text T

AutoCAD SHX Text T/C

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T/COL

AutoCAD SHX Text T/M

AutoCAD SHX Text T/S

AutoCAD SHX Text T/W

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THK

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THICK

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TOP OF CONCRETE, TOP OF CURB

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UNO

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UNLESS NOTED OTHERWISE

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UNDERWRITERS LABORATORY

AutoCAD SHX Text W

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WIDE

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WOOD

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VIR

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VERIFY IN FIELD

AutoCAD SHX Text THIS LEGEND IS COMPRISED OF STANDARD SYMBOLS AND ABBREVIATIONS AND APPLIES TO THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

AutoCAD SHX Text C

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VEST

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VERT

AutoCAD SHX Text T/J

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VAR

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VARIES

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VAPOR RETARDER

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SOLID CORE WOOD

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SIMILAR

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SQUARE

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SUSPENDED

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STRUC

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SCHEDULE

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MATCHLINE

AutoCAD SHX Text N

AutoCAD SHX Text

AE601

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AE502

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AE703

AutoCAD SHX Text F1

AutoCAD SHX Text 1/4" = 1'-0"

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TITLE

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AE502

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AE601

AutoCAD SHX Text B

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AutoCAD SHX Text A

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PATIENT ROOM

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DOOR INDICATOR

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WALL TYPE

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WINDOW TYPE

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ABBREVIATIONS AND SYMBOLS

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GI002

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TLC

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DRW

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6353 CENTER DR. STE 101

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NORFOLK, VA 23502

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ALEXANDRIA, VA 22312

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5252 CHEROKEE AVE, STE 1O1

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text

UPGRADE ADA VARIOUS BUILDINGS (137C, 114, 83)

AutoCAD SHX Text 590-19-113

AutoCAD SHX Text 08-24-2020

AutoCAD SHX Text

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

AutoCAD SHX Text

HAMPTON VA MEDICAL CENTER

AutoCAD SHX Text IF THIS DRAWING IS NOT 30"X42", THEN THE DRAWING HAS BEEN REVISED FROM ITS ORIGINAL SIZE. NOTED SCALES MUST BE ADJUSTED. THIS LINE SHOULD BE EQUAL TO ONE INCH:

AutoCAD SHX Text

CONSTRUCTION DOUCMENTS

AutoCAD SHX Text

D N

BOWMAN FOSTER

& ASSOCIATES, INC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

OF 41

Jensen Hughes 4445 Corporation Lane Suite 211 Virginia Beach, VA 23462

AutoCAD SHX Text 137C

AutoCAD SHX Text

ASPHALT SURFACE

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EHH

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CONTRACTOR STAGING PLAN BUILDING 137C

AutoCAD SHX Text

GI003

AutoCAD SHX Text

TLC

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DRW

AutoCAD SHX Text

6353 CENTER DR. STE 101

AutoCAD SHX Text

NORFOLK, VA 23502

AutoCAD SHX Text

ALEXANDRIA, VA 22312

AutoCAD SHX Text

5252 CHEROKEE AVE, STE 1O1

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text

UPGRADE ADA VARIOUS BUILDINGS (137C, 114, 83)

AutoCAD SHX Text 590-19-113

AutoCAD SHX Text 08-24-2020

AutoCAD SHX Text

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

AutoCAD SHX Text

HAMPTON VA MEDICAL CENTER

AutoCAD SHX Text IF THIS DRAWING IS NOT 30"X42", THEN THE DRAWING HAS BEEN REVISED FROM ITS ORIGINAL SIZE. NOTED SCALES MUST BE ADJUSTED. THIS LINE SHOULD BE EQUAL TO ONE INCH:

AutoCAD SHX Text

CONSTRUCTION DOUCMENTS

AutoCAD SHX Text

AutoCAD SHX Text F1

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

CONTRACTOR STAGING PLAN - BUILDING 137C

AutoCAD SHX Text

PLAN LEGEND

AutoCAD SHX Text KEY NOTES 1. AREA DESIGNATED FOR CONTRACTOR MATERIAL/TOOL LAYDOWN OR PORTABLE STORAGE AREA DESIGNATED FOR CONTRACTOR MATERIAL/TOOL LAYDOWN OR PORTABLE STORAGE CONTAINER. AREA SHALL ENCOMPASS THE (6) PARKING SPOTS SHOWN. CONTRACTOR SHALL PROVIDE FENCING OR OTHER MEANS OF SECURING MATERIALS WHILE IN STAGING AREA. PROVIDE COPY OF ALL KEYS FOR FENCING/LOCKS/STORAGE CONTAINERS TO COR.

AutoCAD SHX Text APPROXIMATE LIMITS OF CONTRACTOR MATERIAL STAGING AREA AND CONSTRUCTION FENCE, SUBMIT FINAL LAYOUT TO COR FOR APPROVAL

AutoCAD SHX Text SILT FENCE, REFER TO DETAIL F1/CD501 FOR SILT FENCE ON PAVING. CONTRACTOR OPTION: PROVIDE CONTINUOUS SEDIMENT FILTER SOCK PER DETAIL E5/CD501.

AutoCAD SHX Text NOTES A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. B. REFER TO CD101-CD103 FOR STORMWATER POLLUTION PREVENTION MEASURES APPLICABLE REFER TO CD101-CD103 FOR STORMWATER POLLUTION PREVENTION MEASURES APPLICABLE TO THIS SHEET. C. REFER TO CD501 FOR APPLICABLE DETAILS. REFER TO CD501 FOR APPLICABLE DETAILS. D. REFER TO SPECIFICATIONS FOR MORE INFORMATION ON WASTE MANAGEMENT AND REFER TO SPECIFICATIONS FOR MORE INFORMATION ON WASTE MANAGEMENT AND CONSTRUCTION ACCESS, STORAGE AND SAFETY REQUIREMENTS. E. STAGING AREA SHALL NOT BE USED FOR STORAGE OF SOIL, FILL, GRAVEL, CONCRETE STAGING AREA SHALL NOT BE USED FOR STORAGE OF SOIL, FILL, GRAVEL, CONCRETE CEMENT OR AGGREGATE, OR OTHER BASE/BACKFILL MATERIALS THAT WILL CAUSE EXCESSIVE SILT FLOW IN THE EVENT OF RAIN OR FLOOD. F. AREA IS WITHIN 100-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET CD101 FOR MORE AREA IS WITHIN 100-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET CD101 FOR MORE INFORMATION. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR PREVENTION OF STORM/FLOOD WATER CONTAMINATION BY MATERIAL DEBRIS, SILT OR CHEMICALS THAT MAY BE STORED WITHIN DESIGNATED AREA. G. RIGHT-OF-WAYS, ROADS AND ALL SITE SIDEWALKS NOT DIRECTLY IMPACTED BY RIGHT-OF-WAYS, ROADS AND ALL SITE SIDEWALKS NOT DIRECTLY IMPACTED BY CONSTRUCTION OPERATIONS SHALL REMAIN FREE AND CLEAR OF ALL DEBRIS AND EQUIPMENT. H. CEMENT TRUCK AND DUMP/DEBRIS STAGING SHALL OCCUR ON ROADWAYS ONLY. NO CEMENT TRUCK AND DUMP/DEBRIS STAGING SHALL OCCUR ON ROADWAYS ONLY. NO CONCRETE TRUCKS SHALL DRIVE ON SIDEWALKS/SODDED AREAS. PUMPING OR HAND CONVEYANCE METHODS SHALL BE EXPECTED FOR BUILDINGS 137C AND 83. DIRECT PARKING ACCESS TO THE B114 WORK AREA IS AVAILABLE. I. OTHER MOTORIZED EQUIPMENT SHALL OPERATE ONLY ON PROTECTIVE PLYWOOD PANEL OTHER MOTORIZED EQUIPMENT SHALL OPERATE ONLY ON PROTECTIVE PLYWOOD PANEL OVERLAY ON EXISTING SIDEWALK AND SODDED AREAS. CONTRACTOR SHALL REPAIR SODDED AREAS BY RESEEDING OR INSTALLATION OF NEW SOD AFTER COMPLETION OF CONSTRUCTION.

AutoCAD SHX Text

CONTRACTOR ACCESS PATH

AutoCAD SHX Text

FRANKLIN BLVD

AutoCAD SHX Text

FRANKLIN BLVD

AutoCAD SHX Text

TO I-64 / VA ENTRANCE

AutoCAD SHX Text

BUILDING 137C

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SITE SLOPE

AutoCAD SHX Text

RETENTION BASIN

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

ANTICIPATED CONTRACTOR VEHICULAR ACCESS/DELIVERY PATH

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text F9

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SITE KEY PLAN

AutoCAD SHX Text 137C

AutoCAD SHX Text F1

STAGING

HAR

RIS

D N

BOWMAN FOSTER

& ASSOCIATES, INC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

OF 41

Jensen Hughes 4445 Corporation Lane Suite 211 Virginia Beach, VA 23462

AutoCAD SHX Text

4"CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CONTRACTOR STAGING PLAN BUILDING 114

AutoCAD SHX Text

GI004

AutoCAD SHX Text

TLC

AutoCAD SHX Text

DRW

AutoCAD SHX Text

6353 CENTER DR. STE 101

AutoCAD SHX Text

NORFOLK, VA 23502

AutoCAD SHX Text

ALEXANDRIA, VA 22312

AutoCAD SHX Text

5252 CHEROKEE AVE, STE 1O1

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text

UPGRADE ADA VARIOUS BUILDINGS (137C, 114, 83)

AutoCAD SHX Text 590-19-113

AutoCAD SHX Text 08-24-2020

AutoCAD SHX Text

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

AutoCAD SHX Text

HAMPTON VA MEDICAL CENTER

AutoCAD SHX Text IF THIS DRAWING IS NOT 30"X42", THEN THE DRAWING HAS BEEN REVISED FROM ITS ORIGINAL SIZE. NOTED SCALES MUST BE ADJUSTED. THIS LINE SHOULD BE EQUAL TO ONE INCH:

AutoCAD SHX Text

CONSTRUCTION DOUCMENTS

AutoCAD SHX Text

AutoCAD SHX Text F2

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

CONTRACTOR STAGING PLAN - BUILDING 114

AutoCAD SHX Text

PLAN LEGEND

AutoCAD SHX Text KEY NOTES 1. AREA DESIGNATED FOR CONTRACTOR MATERIAL/TOOL LAYDOWN OR PORTABLE STORAGE AREA DESIGNATED FOR CONTRACTOR MATERIAL/TOOL LAYDOWN OR PORTABLE STORAGE CONTAINER. AREA SHALL ENCOMPASS THE (6) PAVED PARKING SPOTS AND GRASSED AREA SHOWN. CONTRACTOR SHALL PROVIDE FENCING OR OTHER MEANS OF SECURING MATERIALS WHILE IN STAGING AREA. PROVIDE COPY OF ALL KEYS FOR FENCING/LOCKS/STORAGE CONTAINERS TO COR. CONTRACTOR SHALL MAINTAIN AREA THROUGHOUT DURATION OF CONTROL. RESTORE AREA UPON REMOVAL OF STAGING EQUIPMENT.

AutoCAD SHX Text APPROXIMATE LIMITS OF CONTRACTOR MATERIAL STAGING AREA AND CONSTRUCTION FENCE, SUBMIT FINAL LAYOUT TO COR FOR APPROVAL

AutoCAD SHX Text SILT FENCE, REFER TO DETAIL F1/CD501 FOR SILT FENCE ON PAVING. CONTRACTOR OPTION: PROVIDE CONTINUOUS SEDIMENT FILTER SOCK PER DETAIL E5/CD501.

AutoCAD SHX Text NOTES A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. B. REFER TO CD101-CD103 FOR STORMWATER POLLUTION PREVENTION MEASURES APPLICABLE REFER TO CD101-CD103 FOR STORMWATER POLLUTION PREVENTION MEASURES APPLICABLE TO THIS SHEET. C. REFER TO CD501 FOR APPLICABLE DETAILS. REFER TO CD501 FOR APPLICABLE DETAILS. D. REFER TO SPECIFICATIONS FOR MORE INFORMATION ON WASTE MANAGEMENT AND REFER TO SPECIFICATIONS FOR MORE INFORMATION ON WASTE MANAGEMENT AND CONSTRUCTION ACCESS, STORAGE AND SAFETY REQUIREMENTS. E. STAGING AREA SHALL NOT BE USED FOR STORAGE OF SOIL, FILL, GRAVEL, CONCRETE STAGING AREA SHALL NOT BE USED FOR STORAGE OF SOIL, FILL, GRAVEL, CONCRETE CEMENT OR AGGREGATE, OR OTHER BASE/BACKFILL MATERIALS THAT WILL CAUSE EXCESSIVE SILT FLOW IN THE EVENT OF RAIN OR FLOOD. F. AREA IS NOT WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET AREA IS NOT WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET NOT WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET CD101 FOR MORE INFORMATION. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR PREVENTION OF STORM/FLOOD WATER CONTAMINATION BY MATERIAL DEBRIS, SILT OR CHEMICALS THAT MAY BE STORED WITHIN DESIGNATED AREA. G. RIGHT-OF-WAYS, ROADS AND ALL SITE SIDEWALKS NOT DIRECTLY IMPACTED BY RIGHT-OF-WAYS, ROADS AND ALL SITE SIDEWALKS NOT DIRECTLY IMPACTED BY CONSTRUCTION OPERATIONS SHALL REMAIN FREE AND CLEAR OF ALL DEBRIS AND EQUIPMENT. H. CEMENT TRUCK AND DUMP/DEBRIS STAGING SHALL OCCUR ON ROADWAYS ONLY. NO CEMENT TRUCK AND DUMP/DEBRIS STAGING SHALL OCCUR ON ROADWAYS ONLY. NO CONCRETE TRUCKS SHALL DRIVE ON SIDEWALKS/SODDED AREAS. PUMPING OR HAND CONVEYANCE METHODS SHALL BE EXPECTED FOR BUILDINGS 137C AND 83. DIRECT PARKING ACCESS TO THE B114 WORK AREA IS AVAILABLE. I. OTHER MOTORIZED EQUIPMENT SHALL OPERATE ONLY ON PROTECTIVE PLYWOOD PANEL OTHER MOTORIZED EQUIPMENT SHALL OPERATE ONLY ON PROTECTIVE PLYWOOD PANEL OVERLAY ON EXISTING SIDEWALK AND SODDED AREAS. CONTRACTOR SHALL REPAIR SODDED AREAS BY RESEEDING OR INSTALLATION OF NEW SOD AFTER COMPLETION OF CONSTRUCTION.

AutoCAD SHX Text

CONTRACTOR ACCESS PATH

AutoCAD SHX Text

BUILDING 114

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

ANTICIPATED CONTRACTOR VEHICULAR ACCESS/DELIVERY PATH

AutoCAD SHX Text F8

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SITE KEY PLAN

AutoCAD SHX Text

FRANKLIN BOULEVARD

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

AutoCAD SHX Text F2

VDOT CG-13 ENTRANCE

D N

BOWMAN FOSTER

& ASSOCIATES, INC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

OF 41

Jensen Hughes 4445 Corporation Lane Suite 211 Virginia Beach, VA 23462

AutoCAD SHX Text

RAMPS

AutoCAD SHX Text

EXIST. CONC. RAMP

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

LINE

AutoCAD SHX Text

LINES

AutoCAD SHX Text

PAINTED

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

STRIPE

AutoCAD SHX Text

E.E.VLT.

AutoCAD SHX Text

RIM=9.67

AutoCAD SHX Text

EXIST. PLANTING BED

AutoCAD SHX Text

RAMPS

AutoCAD SHX Text

18"MAPLE

AutoCAD SHX Text

4"CREPE

AutoCAD SHX Text

MYRTLE

AutoCAD SHX Text

CONTRACTOR STAGING PLAN BUILDING 83

AutoCAD SHX Text

GI005

AutoCAD SHX Text

TLC

AutoCAD SHX Text

DRW

AutoCAD SHX Text

6353 CENTER DR. STE 101

AutoCAD SHX Text

NORFOLK, VA 23502

AutoCAD SHX Text

ALEXANDRIA, VA 22312

AutoCAD SHX Text

5252 CHEROKEE AVE, STE 1O1

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

FULLY SPRINKLERED

AutoCAD SHX Text

UPGRADE ADA VARIOUS BUILDINGS (137C, 114, 83)

AutoCAD SHX Text 590-19-113

AutoCAD SHX Text 08-24-2020

AutoCAD SHX Text

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

AutoCAD SHX Text

HAMPTON VA MEDICAL CENTER

AutoCAD SHX Text IF THIS DRAWING IS NOT 30"X42", THEN THE DRAWING HAS BEEN REVISED FROM ITS ORIGINAL SIZE. NOTED SCALES MUST BE ADJUSTED. THIS LINE SHOULD BE EQUAL TO ONE INCH:

AutoCAD SHX Text

CONSTRUCTION DOUCMENTS

AutoCAD SHX Text

AutoCAD SHX Text F2

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

CONTRACTOR STAGING PLAN - BUILDING 83

AutoCAD SHX Text

PLAN LEGEND

AutoCAD SHX Text KEY NOTES 1. AREA DESIGNATED FOR CONTRACTOR MATERIAL/TOOL LAYDOWN OR PORTABLE STORAGE AREA DESIGNATED FOR CONTRACTOR MATERIAL/TOOL LAYDOWN OR PORTABLE STORAGE CONTAINER. AREA SHALL ENCOMPASS THE GRASSED AREA SHOWN. CONTRACTOR SHALL PROVIDE FENCING OR OTHER MEANS OF SECURING MATERIALS WHILE IN STAGING AREA. PROVIDE COPY OF ALL KEYS FOR FENCING/LOCKS/STORAGE CONTAINERS TO COR. CONTRACTOR SHALL MAINTAIN AREA THROUGHOUT DURATION OF CONTROL. RESTORE AREA UPON REMOVAL OF STAGING EQUIPMENT.

AutoCAD SHX Text APPROXIMATE LIMITS OF CONTRACTOR MATERIAL STAGING AREA AND CONSTRUCTION FENCE, SUBMIT FINAL LAYOUT TO COR FOR APPROVAL

AutoCAD SHX Text SILT FENCE, REFER TO DETAIL F1/CD501 FOR SILT FENCE ON PAVING. CONTRACTOR OPTION: PROVIDE CONTINUOUS SEDIMENT FILTER SOCK PER DETAIL E5/CD501.

AutoCAD SHX Text NOTES A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. B. REFER TO CD101-CD103 FOR STORMWATER POLLUTION PREVENTION MEASURES APPLICABLE REFER TO CD101-CD103 FOR STORMWATER POLLUTION PREVENTION MEASURES APPLICABLE TO THIS SHEET. C. REFER TO CD501 FOR APPLICABLE DETAILS. REFER TO CD501 FOR APPLICABLE DETAILS. D. REFER TO SPECIFICATIONS FOR MORE INFORMATION ON WASTE MANAGEMENT AND REFER TO SPECIFICATIONS FOR MORE INFORMATION ON WASTE MANAGEMENT AND CONSTRUCTION ACCESS, STORAGE AND SAFETY REQUIREMENTS. E. STAGING AREA SHALL NOT BE USED FOR STORAGE OF SOIL, FILL, GRAVEL, CONCRETE STAGING AREA SHALL NOT BE USED FOR STORAGE OF SOIL, FILL, GRAVEL, CONCRETE CEMENT OR AGGREGATE, OR OTHER BASE/BACKFILL MATERIALS THAT WILL CAUSE EXCESSIVE SILT FLOW IN THE EVENT OF RAIN OR FLOOD. F. AREA IS NOT WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET AREA IS NOT WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET NOT WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET WITHIN 100-YEAR OR 500-YEAR FLOOD PLAIN LEVELS, REFER TO SHEET CD101 FOR MORE INFORMATION. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR PREVENTION OF STORM/FLOOD WATER CONTAMINATION BY MATERIAL DEBRIS, SILT OR CHEMICALS THAT MAY BE STORED WITHIN DESIGNATED AREA. G. RIGHT-OF-WAYS, ROADS AND ALL SITE SIDEWALKS NOT DIRECTLY IMPACTED BY RIGHT-OF-WAYS, ROADS AND ALL SITE SIDEWALKS NOT DIRECTLY IMPACTED BY CONSTRUCTION OPERATIONS SHALL REMAIN FREE AND CLEAR OF ALL DEBRIS AND EQUIPMENT. H. CEMENT TRUCK AND DUMP/DEBRIS STAGING SHALL OCCUR ON ROADWAYS ONLY. NO CEMENT TRUCK AND DUMP/DEBRIS STAGING SHALL OCCUR ON ROADWAYS ONLY. NO CONCRETE TRUCKS SHALL DRIVE ON SIDEWALKS/SODDED AREAS. PUMPING OR HAND CONVEYANCE METHODS SHALL BE EXPECTED FOR BUILDINGS 137C AND 83. DIRECT PARKING ACCESS TO THE B114 WORK AREA IS AVAILABLE. I. OTHER MOTORIZED EQUIPMENT SHALL OPERATE ONLY ON PROTECTIVE PLYWOOD PANEL OTHER MOTORIZED EQUIPMENT SHALL OPERATE ONLY ON PROTECTIVE PLYWOOD PANEL OVERLAY ON EXISTING SIDEWALK AND SODDED AREAS. CONTRACTOR SHALL REPAIR SODDED AREAS BY RESEEDING OR INSTALLATION OF NEW SOD AFTER COMPLETION OF CONSTRUCTION.

AutoCAD SHX Text

CONTRACTOR ACCESS PATH

AutoCAD SHX Text

THOMPSON STREET

AutoCAD SHX Text

BUILDING 83

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

SITE SLOPE

AutoCAD SHX Text

ANTICIPATED CONTRACTOR VEHICULAR ACCESS/DELIVERY PATH

AutoCAD SHX Text F8

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SITE KEY PLAN

AutoCAD SHX Text

AVERILL AVENUE

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

PLN

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text F2

BOWMAN FOSTER

& ASSOCIATES, INC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

OF 41

Jensen Hughes 4445 Corporation Lane Suite 211 Virginia Beach, VA 23462

D N

AutoCAD SHX Text

NEW WORK PLAN KEY NOTES

AutoCAD SHX Text

1. TEMPORARY ALTERNATE ADA ENTRANCE DURING MODIFICATION OF EXISTING ADA RAMP. EXISTING TEMPORARY ALTERNATE ADA ENTRANCE DURING MODIFICATION OF EXISTING ADA RAMP. EXISTING ENTRANCE ALONG ALTERNATE ROUTE IS A SLIDING AUTOMATIC DOOR WITH ADA CONTROLS ALREADY IN PLACE. NO NEW TEMPORARY CONTROLS REQUIRED. 2. ALTERNATE ENTRANCE ROUTE DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADEQUATE SIGNAGE ALTERNATE ENTRANCE ROUTE DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADEQUATE SIGNAGE AND BARRIERS TO DIVERT TRAFFIC TO ALTERNATE ENTRANCE DURING CONSTRUCTION. 3. AREA OF WORK REQUIRING CONSTRUCTION FENCE AND TRAFFIC DIVERSION TO ALTERNATE ENTRANCE AREA OF WORK REQUIRING CONSTRUCTION FENCE AND TRAFFIC DIVERSION TO ALTERNATE ENTRANCE SHOWN.

AutoCAD SHX Text

GI101

AutoCAD SHX Text

BUILDING 137C TEMPORARY ADA ACCESS RAMP PLAN

AutoCAD SHX Text

TLC

AutoCAD SHX Text

DRW

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GENERAL CONSTRUCTION NOTES

AutoCAD SHX Text A. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AND MATERIAL SUPPLIERS INVOLVED WITH CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AND MATERIAL SUPPLIERS INVOLVED WITH AND WORKING ON THE PROJECT. B. CONTRACTOR TO VERIFY THE EXISTING SITE CONDITIONS AND IMMEDIATELY NOTIFY THE COR OF ANY CONTRACTOR TO VERIFY THE EXISTING SITE CONDITIONS AND IMMEDIATELY NOTIFY THE COR OF ANY DISCREPANCY BETWEEN EXISTING CONDITIONS SHOWN AND CONFIGURATIONS SHOWN BY THE CONSTRUCTION DOCUMENTS. C. CONTRACTOR SHALL EMPLOY ONLY THOSE TRADE CONTRACTORS WITH SUFFICIENT EXPERIENCE IN THE CONTRACTOR SHALL EMPLOY ONLY THOSE TRADE CONTRACTORS WITH SUFFICIENT EXPERIENCE IN THE PERFORMANCE OF WORK WITHIN A HOSPITAL ENVIRONMENT. VAMC RESERVES THE RIGHT TO REQUEST REMOVAL OF ANY PARTICULAR TRADE CONTRACTOR IF THEIR WORK OR BEHAVIOR AT THE FACILITY PUTS AT RISK THE PROJECT’S TIMELY COMPLETION, QUALITY OF THE WORK, OR THE SAFETY OF S TIMELY COMPLETION, QUALITY OF THE WORK, OR THE SAFETY OF THEMSELVES, PERSONS WORKING AROUND THEM OR VAMC EMPLOYEES, PATIENTS OR VISITORS. D. PRIOR TO BIDDING ON THE WORK, THE CONTRACTOR SHALL VISIT THE FACILITY TO THOROUGHLY PRIOR TO BIDDING ON THE WORK, THE CONTRACTOR SHALL VISIT THE FACILITY TO THOROUGHLY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, THE EXISTING CONDITION OF THE SITE AND THE LOGISTICS REQUIRED IN PERFORMING THE WORK WITHIN A FULLY OPERATIONAL HEALTHCARE FACILITY. E. CONTRACTOR TO AVOID DISRUPTION OF EXISTING FACILITY SERVICES AT ALL TIMES. CONTRACTOR TO AVOID DISRUPTION OF EXISTING FACILITY SERVICES AT ALL TIMES. F. CONTRACTOR MUST COORDINATE IN ADVANCE ANY OPERATIONS THAT WILL CREATE DISRUPTIVE NOISE CONTRACTOR MUST COORDINATE IN ADVANCE ANY OPERATIONS THAT WILL CREATE DISRUPTIVE NOISE OR VIBRATION WITH THE COR 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK. WRITTEN NOTICE TO COR IS REQUIRED 48 HOURS PRIOR TO PERFORMANCE OF SUCH WORK UNLESS OTHERWISE AGREED TO BY COR. G. INTERRUPTIONS TO EXISTING UTILITY SERVICES TO THE BUILDING OR AREAS OF THE SITE WILL ONLY INTERRUPTIONS TO EXISTING UTILITY SERVICES TO THE BUILDING OR AREAS OF THE SITE WILL ONLY BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND FOR LIMITED TIME IF REQUIRED BY THE SCOPE OF WORK. COORDINATE ANY ANTICIPATED SHUTDOWN OF ANY UTILITY AFFECTING THE OCCUPANCY/USE OF THE FACILITY WITH THE COR AT LEAST 15 DAYS IN ADVANCE OF ITS PROPOSED OCCURRENCE. NOTICE MUST BE GIVEN IN WRITING TO THE COR OF ANY/ALL SUCH OCCURANCE(S) THROUGHOUT THE CONSTRUCTION PERIOD. WRITTEN NOTICE OF PROPOSED SHUTDOWNS MUST INCLUDE A TIME CERTAIN WHEN SERVICES WILL BE RESTORED. H. MAINTAIN (MINIMUM 48” WIDE) EGRESS PATHWAYS THROUGH THE CONSTRUCTION AREA THROUGHOUT MAINTAIN (MINIMUM 48” WIDE) EGRESS PATHWAYS THROUGH THE CONSTRUCTION AREA THROUGHOUT WIDE) EGRESS PATHWAYS THROUGH THE CONSTRUCTION AREA THROUGHOUT THE CONSTRUCTION PERIOD OR COORDINATE ALTERNATE EXITING REQUIREMENTS WITH VAMC COR, INCLUDING REQUIRED SIGNAGE FOR EXIT PATH.

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BUILDING 137C TEMPORARY ACCESS PLAN

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6353 CENTER DR. STE 101

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NORFOLK, VA 23502

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ALEXANDRIA, VA 22312

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5252 CHEROKEE AVE, STE 1O1

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

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FULLY SPRINKLERED

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UPGRADE ADA VARIOUS BUILDINGS (137C, 114, 83)

AutoCAD SHX Text 590-19-113

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100 EMANCIPATION DRIVE, HAMPTON, VA 23667

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HAMPTON VA MEDICAL CENTER

AutoCAD SHX Text IF THIS DRAWING IS NOT 30"X42", THEN THE DRAWING HAS BEEN REVISED FROM ITS ORIGINAL SIZE. NOTED SCALES MUST BE ADJUSTED. THIS LINE SHOULD BE EQUAL TO ONE INCH:

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CONSTRUCTION DOUCMENTS

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PLN

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PLAN LEGEND

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APPROXIMATE AREA OF SIGNIFICANT WORK

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PROPOSED PEDESTRIAN TRAFFIC ROUTING DURING CONSTRUCTION

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PLN

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NTS

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SITE KEY PLAN

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INDICATES BUILDING STRUCTURE PERIMETER

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BUILDING 137C

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STAGING

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BRICK SURFACE

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FRANKLIN BLVD.

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BRICK SURFACE

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PHOTO 1: TEMPORARY ENTRANCE ROUTE

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PHOTO LOCATION/DIRECTION INDICATOR

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PHOTO 2 (AERIAL): TEMPORARY ENTRANCE ROUTE

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AERIAL

BOWMAN FOSTER

& ASSOCIATES, INC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

OF 41

Jensen Hughes 4445 Corporation Lane Suite 211 Virginia Beach, VA 23462

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NEW WORK PLAN KEY NOTES

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1. TEMPORARY ADA ACCESS RAMP TO ALTERNATE ENTRY, PROVIDE PRE-MANUFACTURED ALUMINUM RAMP TEMPORARY ADA ACCESS RAMP TO ALTERNATE ENTRY, PROVIDE PRE-MANUFACTURED ALUMINUM RAMP WITH 1:20 MAX SLOPE AND ADA COMPLIANT GUARDRAILS AND HANDRAILS, 4'-0" RAMP WIDTH AND 5'-0" LANDING WIDTH CLEAR FROM RAIL TO RAIL. RESTORE LANDSCAPING AND BUILDING FINISHES AFTER COMPLETION OF WORK AND REMOVAL OF TEMPORARY RAMP. 2. TEMPORARY ALTERNATE ADA ENTRANCE, REFER TO KEY NOTE 7 AND ELECTRICAL DRAWINGS FOR TEMPORARY ALTERNATE ADA ENTRANCE, REFER TO KEY NOTE 7 AND ELECTRICAL DRAWINGS FOR TEMPORARY AUTOMATIC DOOR OPERATOR SYSTEMS REQUIRED TO BE INSTALLED PRIOR TO DEMOLITION OF EXISTING RAMP. 3. ALTERNATE ENTRANCE ROUTE DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADEQUATE SIGNAGE ALTERNATE ENTRANCE ROUTE DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ADEQUATE SIGNAGE AND CONSTRUCTION FENCE TO DIVERT TRAFFIC TO ALTERNATE ENTRANCE DURING CONSTRUCTION. 4. LOCATE TEMPORARY RAMP TO ALLOW 48" MINIMUM EXISTING SIDEWALK PAVING ACCESS WIDTH. LOCATE TEMPORARY RAMP TO ALLOW 48" MINIMUM EXISTING SIDEWALK PAVING ACCESS WIDTH. 5. AREA OF WORK REQUIRING BARRIER AND TRAFFIC DIVERSION TO ALTERNATE ENTRANCE SHOWN. AREA OF WORK REQUIRING BARRIER AND TRAFFIC DIVERSION TO ALTERNATE ENTRANCE SHOWN. 6. TEMPORARILY RELOCATE/REPLANT EXISTING VEGETATION TO ALLOW INSTALLATION OF TEMPORARY RAMP. TEMPORARILY RELOCATE/REPLANT EXISTING VEGETATION TO ALLOW INSTALLATION OF TEMPORARY RAMP. REPLANT OR PROVIDE NEW PLANTING AND LANDSCAPE RESTORATION AFTER REMOVAL OF RAMP. REFER TO SPECIFICATIONS FOR REQUIRED DOCUMENTATION OF CONDITIONS PRIOR TO START OF WORK TO ENSURE RESTORATION TO CONDITIONS DOCUMENTED. 7. REMOVE EXISTING INTERIOR DOOR CLOSER AND STORE UNTIL REINSTALLATION AFTER COMPLETION OF REMOVE EXISTING INTERIOR DOOR CLOSER AND STORE UNTIL REINSTALLATION AFTER COMPLETION OF NEW ADA ACCESS RAMP. INSTALL TEMPORARY COMBINATION DOOR OPERATOR/CLOSER ON EXISTING DOOR FRAME, EXTERIOR SIDE. BASIS OF DESIGN IS PHI PRECISION LOW ENERGY OPERATOR D-4990T (PULL SIDE MOUNT). OPERATOR SHALL BE OPERATED BY WIRELESS SIGNAL RECEIVER PROGRAMMED TO ACCEPT SIGNAL FROM TEMPORARY PUSH PLATE WIRELESS PUSH BUTTONS, SEE NOTES 8 AND 10. PATCH FRAME AFTER REMOVAL OF TEMPORARY OPENER UPON COMPLETION OF NEW ADA RAMP WORK. 8. TEMPORARY ADA PUSH PLATE WITH WIRELESS CONTROL TRANSMITTER MODULE MOUNTED TO PEDESTAL, TEMPORARY ADA PUSH PLATE WITH WIRELESS CONTROL TRANSMITTER MODULE MOUNTED TO PEDESTAL, CONCEALED BASE MOUNT, 304 STAINLESS FINISH. USE CONCRETE SCREW ATTACHMENT OR WEDGE ANCHOR INSTALLATION TO ALLOW REMOVAL AND PATCHING OF HOLES AFTER REMOVAL OF TEMPORARY OPENER AND CONTROLS. 9. DIAMOND PATTERN ALUMINUM RAMP PLATE AT DOOR THRESHOLD TO ACCOMMODATE NO STEEPER THAN DIAMOND PATTERN ALUMINUM RAMP PLATE AT DOOR THRESHOLD TO ACCOMMODATE NO STEEPER THAN 1:20 RAMP SLOPE INTO EXISTING DOORWAY. INSTALL USING FLUSH (FLAT/OVAL) HEAD CONCRETE SCREWS INTO CONCRETE, THROUGH PRE-DRILLED HOLES IN PLATE FOR SECURE ATTACHMENT. REMOVE PLATE, SCREWS AND PATCH HOLES IN CONCRETE UPON COMPLETION OF NEW ADA RAMP WORK. 10. TEMPORARY ADA PUSH PLATE WITH WIRELESS CONTROL TRANSMITTER MODULE MOUNTED TO WALL TEMPORARY ADA PUSH PLATE WITH WIRELESS CONTROL TRANSMITTER MODULE MOUNTED TO WALL INSIDE DOORWAY ADJACENT TO DOOR, MIN 1 FOOT FROM DOOR, 5 FOOT MAX, 304 STAINLESS FINISH. PROVIDE INSTALLATION TO ALLOW REMOVAL AND PATCHING OF HOLES/WALL AFTER REMOVAL OF TEMPORARY OPENER AND CONTROLS.

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GI102

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BUILDING 114 TEMPORARY ADA ACCESS RAMP PLAN

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TLC

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DRW

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GENERAL CONSTRUCTION NOTES

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File details come from the government source that posted it. Updated Nov 23, 2021.