A.01.13 Welcome Center RTA Submittal Drawings.pdf

PDF 25 MB Posted Apr 6, 2022

Attached to: DLA Renovate Welcome Center Bldg. Federal contract opportunity
Solicitation number: W9123622B2009
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal solicitation for renovating a welcome center building. The solicitation number is W9123622B2009 and is being issued by the Department of the Army Corps of Engineers Engineering District Norfolk. Interested parties are directed to use the PIEE Solicitation for bid submission to renovate Welcome Center Bldg. located on an unspecified military base. The solicitation describes an opportunity type as a full and open competitive procurement for renovation services. No further details are provided on response due dates, award timing, pricing requirements, or set-asides in the solicitation. An accompanying file provides submittal drawings for the welcome center renovation project.

View the file

Other files for this federal contract opportunity

Other files attached to DLA Renovate Welcome Center Bldg., newest first.
File	Type	Posted
IFB Abstract of Offerors Welcome Center.pdf	PDF	May 31, 2022
A.01.13 Welcome Center RTA Spec Section 01 45 05.50 Revised.pdf	PDF	May 11, 2022
Welcome Center Amend 0005.pdf	PDF	May 11, 2022
W9123622B2009 Amendment 0004.pdf	PDF	May 4, 2022
22B2009 Amendment 0003.pdf	PDF	Apr 27, 2022
W9123622B2009 Amendment 0002.pdf	PDF	Apr 26, 2022
Welcome Center Site Visit SignIn Sheet (2).pdf	PDF	Apr 22, 2022
22B2009 Amend 1.pdf	PDF	Apr 19, 2022
A.01.13 Welcome Center RTA Specifications.pdf	PDF	Apr 6, 2022
A.01.13 Welcome Center RTA Spec Section 09 90 00 Revised.pdf	PDF	Apr 6, 2022
H.01.01 North Gate RTA Drawings.pdf	PDF	Apr 5, 2022
H.01.04 North Gate RTA Specs VOL 1.pdf	PDF	Apr 5, 2022
H.01.04 North Gate RTA Specs VOL 2.pdf	PDF	Apr 5, 2022
W9123622B2009.pdf	PDF	Mar 17, 2022

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US Army Corps of Engineers ®

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CONTROLLED UNCLASSIFIED INFORMATION

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DEFENSE SUPPLY CENTER RICHMOND, RICHMOND , VA

REPAIR BUILDING 210 (WELCOME CENTER)

P.2016.01628

READY TO ADVERTISE

SOLICITATION NUMBER: XXXXXX-XX-X-XXXX

CONTRACT NUMBER: W91236-17-D-0003

ISSUE DATE: 22 OCTOBER 2021

US ARMY CORPS

OF ENGINEERS

NORFOLK DISTRICT

STANTEC

3001 WASHINGTON BLVD

SUITE 500

ARLINGTON, VA 22201

703-485-8555

ARCHITECT

STANTEC

801 JONES FRANKLIN RD

SUITE 300

RALEIGH, NC 27606

919-532-2324

CIVIL

ENGINEERED DESIGNS INC.

1151 SE CARY PARKWAY

SUITE 200

CARY, NC 27518

919-851-8481

MECHANICAL

ENGINEERED DESIGNS INC.

1151 SE CARY PARKWAY

SUITE 200

CARY, NC 27518

919-851-8481

ELECTRICAL

JMMPE

3680 FOXFIRE PLACE

MARTINEZ, GA 30907

706-854-8004

FIRE PROTECTION

NAO FILE NUMBER: 761

AME CONSULTING ENGINEERS

705 EAST MOREHEAD ST

CHARLOTTE, NC 28202

704-295-4263

TELECOM

PROJECT SITE

CONTRACTOR

TRAILER

CONTRACTOR

DELIVERY ROUTE

CONTRACTOR LAY

DOWN AREA

NOT TO SCALE

10/22/2021 dhudock Snapshot dhudock Snapshot dhudock Snapshot dhudock Snapshot dhudock Snapshot

US Army Corps of Engineers ®

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SHEET INDEX

SHEET NUMBER DESCRIPTION

TELECOM

T-001 TELECOM - GENERAL NOTES AND LEGEND

TE100 TELECOM - FLOOR PLAN - OVERALL - EXISTING

TE110 SECURITY - FLOOR PLAN - OVERALL - EXISTING

TD101 TELECOM -FLOOR PLAN - DEMOLITION -PHASE 1

TD102 TELECOM -FLOOR PLAN - DEMOLITION -PHASE 2

TD103 TELECOM -FLOOR PLAN - DEMOLITION -PHASE 3

TD111 SECURITY -FLOOR PLAN -DEMOLITION -PHASE 1

TD112 SECURITY -FLOOR PLAN -DEMOLITION -PHASE 2

TN101 TELECOM -FLOOR PLAN -NEW WORK -PHASE 1

TN102 TELECOM -FLOOR PLAN -NEW WORK -PHASE 2

TN103 TELECOM -FLOOR PLAN -NEW WORK -PHASE 3

TY101 SECURITY -FLOOR PLAN -NEW WORK -PHASE 1

TY102 SECURITY -FLOOR PLAN -NEW WORK -PHASE 2

TY103 SECURITY -FLOOR PLAN -NEW WORK -PHASE 3

T-401 TELECOM - ENLARGED PLANS

T-501 TELECOM - DETAILS

T-502 TELECOM - DETAILS

SHEET INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES

G-004 OVERALL PHASING PLAN

GI101 LIFE SAFETY PLAN

GI102 TEMPORARY WORKSPACE EGRESS PLAN

CIVIL

VF101 EXISTING CONDITIONS AND DEMOLITION PLAN

CS101 SITE AND STRIPING PLAN

CS501 CIVIL SITE DETAILS

ARCHITECTURE

A-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

A-002 ABA DETAILS AND TYPICAL MOUNTING HEIGHTS

AD101 DEMOLITION FLOOR PLAN -PHASE 1

AD102 DEMOLITION FLOOR PLAN - PHASE 2

AD103 DEMOLITION FLOOR PLAN - PHASE 3

AD121 DEMOLITION REFLECTED CEILING PLAN - PHASE 1

AD123 DEMOLITION REFLECTED CEILING PLAN - PHASE 3

A-101 FLOOR PLAN - PHASE 1

A-102 FLOOR PLAN - PHASE 2

A-103 FLOOR PLAN - PHASE 3

A-121 REFLECTED CEILING PLAN - PHASE 1

A-122 REFLECTED CEILING PLAN - PHASE 2

A-123 REFLECTED CEILING PLAN - PHASE 3

A-132 FINISH FLOOR PLAN - PHASE 2

A-133 FINISH FLOOR PLAN - PHASE 3

A-301 LONGITUDINAL BUILDING SECTIONS

A-310 TRANSVERSE BUILDING SECTIONS

A-321 WALL SECTIONS

A-401 ENLARGED PLANS, SECTIONS, AND ELEVATIONS

A-402 ENLARGED PLANS, SECTIONS, AND ELEVATIONS

A-500 PARTITION TYPES

A-501 MISCELLANEOUS DETAILS

A-601 DOOR AND WINDOW SCHEDULES AND TYPES

A-603 FINISH LEGEND AND SCHEDULE

FIRE PROTECTION

FD101 EXISTING FIRE ALARM DEMOLITION PLAN

FA101 FIRE ALARM PLAN

FX101 FIRE PROTECTION PLAN

FX102 TEMPORARY WORKSPACE FIRE PROTECTION PLAN

PLUMBING

P-001 PLUMBING LEGENDS, SYMBOLS, ABBREVIATIONS, AND NOTES

P-002 PLUMBING SCHEDULES

PD101 PLUMBING DEMOLITION PLAN

PD401 ENLARGED PLUMBING DEMOLITION PLANS

PL101 WASTE AND VENT PLAN – NEW WORK

PL102 DOMESTIC WATER PLAN – NEW WORK

PL402 ENLARGED PLUMBING PLANS

PL403 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING RISER DIAGRAMS

MECHANICAL

M-001 MECHANICAL LEGEND, SYMBOLS, AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

MD102 MECHANICAL DEMOLITION PLAN

MH101 MECHANICAL DUCTWORK PLAN - NEW WORK

MH102 MECHANICAL DUCTWORK PLAN - NEW WORK

MP101 MECHANICAL PIPING PLAN - NEW WORK

MP102 MECHANICAL PIPING PLAN - NEW WORK

M-401 ENLARGED MECHANICAL PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED101 ELECTRICAL DEMOLITION PLAN

ED102 ELECTRICAL DEMOLITION PLAN

EL101 ELECTRICAL LIGHTING PLAN - NEW WORK

EL102 ELECTRICAL LIGHTING PLAN - NEW WORK

EP101 ELECTRICAL POWER PLAN - NEW WORK

EP102 ELECTRICAL POWER PLAN - NEW WORK

EP401 ENLARGED ELECTRICAL PLANS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SINGLE LINE DIAGRAM

E-602 ELECTRICAL SCHEDULES

E-603 ELECTRICAL SCHEDULES

dsaltsman Stamp

1. CONSTRUCTION METHODS AND PROCEDURES & CONTRACTOR ACCESS

A. THE WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, APPLICABLE US ARMY CORPS OF

ENGINEERS (USACE) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), DEFENSE SUPPLY CENTER

RICHMOND STANDARDS, AND OTHER CONTRACT DOCUMENTS.

B. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE

CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO

THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR RESOLUTION. ALL

MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

C. ALL DIMENSIONS AND CONDITIONS TIED TO OR OTHERWISE RELATED TO EXISTING

CONSTRUCTION ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. VERIFICATION

SHALL BE MADE PRIOR TO ORDERING, FABRICATING, OR CONSTRUCTING ANY RELATED

STRUCTURAL COMPONENTS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR SHALL ADVISE

THE COR IMMEDIATELY AND PROVIDE THE COR WITH THE CORRECT DIMENSIONS AND CONDITIONS.

D. THE CONTRACTOR SHALL PROVIDE ONSITE SANITARY FACILITIES FOR HIS WORKERS DURING

THE ENTIRE CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR.

E. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES AND FACILITIES

DURING DEMOLITION AND CONSTRUCTION.

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. THE CONTRACTOR SHALL ENSURE THAT HIS ACTIVITIES SHALL NOT INTERFERE WITH THE

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

B. CONTRACTOR SHALL NOT BLOCK ACCESS TO EXISTING BUILDINGS, ROADS AND/OR FACILITIES.

C. CONTRACTOR SHALL PROVIDE A CONSTRUCTION PHASING PLAN AND PROJECT SCHEDULE TO

THE COR PRIOR TO CONSTRUCTION AND MOBILIZATION. CONTRACTOR SHALL PROVIDE WEEKLY

UPDATES ON THE PROJECT SCHEDULE FOR FULL DURATION OF PROJECT. THE WEEKLY

UPDATES SHALL BE PROVIDED SHOWING THE SCHEDULE FOR THE UPCOMING 2 WEEKS

INCLUDE UPDATES REGARDING THE PHASING OF CONSTRUCTION.

D. ADJACENT AREAS WILL BE OCCUPIED BY GOVERNMENT PERSONNEL THROUGHOUT THE

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR STAGING AREA

A. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND THE STAGING AREA. THE TYPE,

MATERIAL, HEIGHT, AND LOCATION OF THE FENCE

SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED BY THE GOVERNMENT

PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN THE ESTABLISHED

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED PERIODS

OF TIME.

C. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ONSITE TO RECEIVE AND DIRECT

PLACEMENT OF DELIVERED MATERIALS AND SUPPLIES.

4. BORROW LOCATION

A. ON-SITE BORROW IS NOT AVAILABLE. NO DISPOSAL IS ALLOWED ON-SITE.

5. EROSION AND SEDIMENT CONTROL

A. EROSION CONTROL IS NOT ANTICIPATED FOR THIS PROJECT.

6. STANDARDS

A. CONTRACTOR SHALL COMPLY WITH CURRENT VIRGINIA DEPARTMENT OF

TRANSPORTATION (VDOT), VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY

CONSTRUCTION PERMIT VAR10, AND CHESTERFIELD COUNTY DEPARTMENT OF

ENVIRONMENTAL ENGINEERING STANDARDS FOR STORM WATER AND SEDIMENT AND

EROSION CONTROL STANDARDS.

B. ALL VDOT STANDARDS REFERENCES WILL BE THE LATEST EDITION.

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, VIRGINIA BUILDING CODE AND OTHER

APPLICABLE REQUIREMENTS AS INDICATED ON THESE CONTRACT DOCUMENTS.

7. DEMOLITION

A. UNLESS SPECIFICALLY NOTED TO BE REMOVED, ALL EXISTING BUILDING COMPONENTS

AND OTHER SITE ITEMS SHALL REMAIN INTACT AND BE PROTECTED AGAINST DAMAGE

DURING THE CONSTRUCTION PERIOD.

B. THE CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION OPERATIONS. THE

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING CONSTRUCTION TO REMAIN THAT

IS DAMAGED DURING DEMOLITION OPERATIONS. REPAIRS TO DAMAGED WORK AREAS SHALL

MATCH EXISTING ADJACENT FINISHED SURFACES OR THE CONTRACTOR SHALL REPLACE

DAMAGED CONSTRUCTION WITH NEW WORK.

C. SEE DEMOLITION SHEETS FOR ADDITIONAL DEMOLITION NOTES.

8. TRAFFIC CONTROL

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE MUTCD AND VDOT STANDARD

DRAWINGS AND SPECIFICATIONS - LATEST EDITION. AN ALTERNATE EMERGENCY TRAFFIC

CONTROL DETOUR MAY BE REQUIRED.

9. EXISTING UTILITY INTERRUPTIONS

A. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME.

CONTRACTOR IS REQUIRED TO CONTACT THE COR AND OBTAIN APPROVAL14 DAYS PRIOR TO

ANTICIPATED INTERRUPTION. SEE SPECIFICATIONS FOR PER-APPROVAL REQUIREMENTS.

B. ALL UTILITY INTERRUPTIONS AND DURATIONS SHALL BE INDICATED ON THE

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

C. FIRE ALARM INTERRUPTIONS SHALL BE SCHEDULED IN WRITING WITH THE COR A MINIMUM OF

14 DAYS IN ADVANCE.

10. EXTERIOR UTILITY WORK

A. ALL PRIMARY ELECTRICAL DISTRIBUTION, UP TO AND INCLUDING THE TRANSFORMER, WILL BE

PERFORMED BY LOCAL UTILITY. TRANSFORMER LOCATION AS SHOWN ON

THE DRAWINGS IS APPROXIMATE.

B. CONTRACTOR SHALL INSTALL ALL SECONDARY DISTRIBUTION AND MAKE ALL TERMINATIONS AT

LOCAL UTILITY TRANSFORMER.

11. SECURITY PROCEDURES FOR ACCESS

A. CONTRACTOR SHALL FOLLOW DEFENSE SUPPLY CENTER RICHMOND REQUIREMENTS AT ALL

TIMES.

B. CONTRACTOR SHALL FOLLOW SECURITY POLICIES ON SITE AT ALL TIMES.

IN GENERAL, THE CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE PROJECT SITE AS

SHOWN ON THE PLANS, HOWEVER, PERIODS MAY BE ENCOUNTERED WHEN NO CONTRACTOR OR

SUBCONTRACTOR PERSONNEL WILL BE ALLOWED ON THE CONSTRUCTION SITE. WORK

STOPPAGES DUE TO THOSE EVENTS WILL BE HELD TO AN ABSOLUTE MINIMUM, AND THE

CONTRACTOR WILL BE GIVEN AS MUCH ADVANCED NOTICE AS POSSIBLE. NOTICE OF THE WORK

STOPPAGE AND RESUMPTION WILL BE RELAYED THROUGH THE COR WHO WILL COMMUNICATE

THIS INFORMATION TO CONTRACTOR. SUCH WORK STOPPAGE WILL NOT BE THE BASIS FOR A

CLAIM AGAINST THE GOVERNMENT. THE GOVERNMENT HAS THE RIGHT TO INSTRUCT THE

CONTRACTOR TO EVACUATE THE SITE WITHOUT PRIOR NOTIFICATION AT ANY TIME AND MAY

REFUSE ENTRY OF ANY OR ALL CONTRACTOR PERSONNEL.

C. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH

DEFENSE SUPPLY CENTER RICHMOND SECURITY POLICIES AT ALL TIMES.

D. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0800 TO 1630)

UNLESS SPECIFICALLY APPROVED BY THE COR FOR SPECIFIED PERIODS OF TIME OUTSIDE THE

NORMAL WORK HOURS. EXCLUDES FEDERAL HOLIDAYS.

E. IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT

FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH SELL OR GIVE

AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION OF A DEFENSE INSTALLATION

WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION.

F. DESIGNATE THE INSTALLATION AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS

PERSONS GAINING ACCESS TO MILITARY INSTALLATION FROM CONDUCTING IMAGERY

SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION

COMMANDER'S CONSENT.

G. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

INSTALLATION COMMANDER.

12. PERMITS

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

DETERMINE FEE BASIS AND PAY ALL FILING FEES AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONSTRUCTION SHALL NOT BEGIN ON ANY PHASE WITHOUT APPROPRIATE PERMITS.

B. PERMITS ARE TO BE MAINTAINED IN THE CONTRACTOR'S ONSITE CONSTRUCTION OFFICE, ORGANIZED IN A 3 RING BINDER, TABBED AND WITH A TABLE OF CONTENTS FOR INSPECTION BY THE GOVERNMENT.

C. THE FOLLOWING PERMITS MAY BE REQUIRED FOR PROJECT AT DEFENSE SUPPLY CENTER RICHMOND.

1. INSTALLATION PERMITS:

· BOILERS & GENERATORS PERMIT -

· DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) - ARS - FACILITIES ENGINEER

(SUBMIT 15 CALENDAR DAYS PRIOR TO WORK)

2. FEDERAL

· EPA

3. BASE WATER AND SEWER PERMIT:

· WATER AND SANITARY SEWER - NA

4. BASE NATURAL GAS PERMIT

· GAS - NA

5. COE SAFETY

· PERMIT REQUIRED FOR CONFINED SPACE

· HOT WORK PERMIT

·· WELDING

·· CUTTING

·· HEATING

D. THE PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST OF PERMITS.

CONTRACTOR IS TO ADD ANY ADDITIONAL PERMITS AS THEY BECOME KNOWN, AND IS TO BE MODIFIED

AND SUBMITTED TO THE GOVERNMENT FOR REVIEW AND APPROVAL.

US Army Corps of Engineers ®

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GENERAL NOTES

PHASE 3

PHASE 1

PHASE 2

PHASE 1 - CUSTOMER SERVICE AREA

PHASE 2 - TEMPORARY CUSTOMER SERVICE AREA

PHASE 3 - TOILET ROOMS AND JANITOR CLOSET

PHASE 1:

THE CONTRACTOR SHALL CONSTRUCT THE TEMPORARY VISITOR’S CENTER AND

EXTERIOR TEMPORARY FENCE AS SHOWN ON SHEET A-101, SHEET E-001, AND

TN101. DEMOLISH ONLY THAT WHICH IS NECESSARY TO CONSTRUCT THE NEW

LOBBY AND PASSAGE TO THE TEMPORARY VISITOR’S CENTER AS SHOWN ON

AD101 AND A-101. CONTRACTOR MUST PROVIDE TEMPORARY CONDITIONING IN

ACCORDANCE WITH SHEET M-001 AND MAKE THE NECESSARY TEMPORARY FIRE

SPRINKLER ADJUSTMENTS IN ACCORDANCE WITH SHEET FX102. NOTIFY THE

COR 30 DAYS IN ADVANCE OF ANTICIPATED COMPLETION OF THE TEMPORARY

VISITOR’S CENTER TO ALLOW ADEQUATE TIME FOR RELOCATION OF THE

VISITOR CENTER OPERATIONS TO THE TEMPORARY SPACE. AFTER

RELOCATION TO THE TEMPORARY SPACE AND WITH APPROVAL FROM THE COR,

THE CONTRACTOR SHALL COMPLETE DEMOLITION OF EXISTING WALLS,

CEILINGS, DOORS AND FLOOR FINISHES AS SHOWN ON SHEET AD101.

COMPLETE TELECOMMUNICATIONS DEMOLITION AS SHOWN ON SHEETS TD101

AND TD111. SUBMIT A SCHEDULE TO THE COR FOR APPROVAL WHICH INCLUDES

COORDINATING RELOCATION OF THE QMATIC QUEUING SYSTEM BY THE

GOVERNMENT (SEE SHEET TD111).

PHASE 2:

UPON COMPLETION OF DEMOLITION IN PHASE 1, THE CONTRACTOR SHALL

BEGIN CONSTRUCTING THE NEW WORK SHOWN ON A-102. CONTRACTOR MUST

MAINTAIN THE TEMPORARY LOBBY AND HALLWAY (ESTABLISHED IN PHASE I)

FOR THE DURATION OF THE TEMPORARY VISITOR’S CENTER REQUIRED USE.

COMPLETE ALL ELECTRICAL, TELECOMMUNICATIONS, AND FIRE PROTECTION

WORK AS NECESSARY FOR OPERATION OF NEW SPACES SHOWN COMPLETE

UNDER PHASE 2 ON SHEET A-102. COMPLETE ALL MECHANICAL DEMOLITION AND

NEW WORK IN ACCORDANCE WITH SHEET M-001. MAINTAIN TEMPORARY

HEATING AND CONDITIONING IN ACCORDANCE WITH SHEET M-001

REQUIREMENTS. CONTRACTOR MUST COORDINATE POWER, LIGHTING, AND

TELECOMMUNICATIONS (TELECOM) REQUIREMENTS IN ORDER TO CAREFULLY

TRANSITION FUNCTIONS FROM THE TEMPORARY VISITOR’S CENTER SPACE TO

THE NEW SPACE (SEE E-001 FOR LIGHTING AND POWER PHASING GUIDANCE

AND SHEET TN102 FOR TELECOM REQUIREMENTS). NOTIFY THE COR 30 DAYS

IN ADVANCE OF ANTICIPATED COMPLETION OF THE NEW WAITING AREA,

CUSTOMER SERVICE, OFFICE AND STORAGE SPACES SHOWN ON A-102. SUBMIT

A SCHEDULE FOR APPROVAL BY THE COR FOR TRANSITION OF VISITOR CENTER

FUNCTIONS FROM THE TEMPORARY SPACE TO THE NEW SPACE SHOWN

COMPLETE ON A-102. UPON SUCCESSFUL COMPLETION OF THE TRANSITION AND

APPROVAL FROM THE COR, CONSTRUCT THE TEMPORARY PARTITIONS IN THE

LOBBY AS SHOWN ON SHEET A-102 AND COMPLETE THE REMAINING DEMOLITION

SHOWN ON AD102, TD112, AND AS NOTED IN SHEETS M-001 AND E-001. PRIOR TO

CONSTRUCTION OF THE PARTITIONS, PROVIDE AN ADA LUXURY PORTABLE

TOILET FACILITY IN ACCORDANCE WITH THE SPECIFICATIONS AND AS NOTED ON

SHEET CS101.

AND SHEET TN102 FOR TELECOM REQUIREMENTS). NOTIFY THE COR 30 DAYS

IN ADVANCE OF ANTICIPATED COMPLETION OF THE NEW WAITING AREA,

CUSTOMER SERVICE, OFFICE AND STORAGE SPACES SHOWN ON A-102. SUBMIT

A SCHEDULE FOR APPROVAL BY THE COR FOR TRANSITION OF VISITOR CENTER

FUNCTIONS FROM THE TEMPORARY SPACE TO THE NEW SPACE SHOWN

COMPLETE ON A-102. UPON SUCCESSFUL COMPLETION OF THE TRANSITION AND

APPROVAL FROM THE COR, CONSTRUCT THE TEMPORARY PARTITIONS IN THE

LOBBY AS SHOWN ON SHEET A-102 AND COMPLETE THE REMAINING DEMOLITION

SHOWN ON AD102, TD112, AND AS NOTED IN SHEETS M-001 AND E-001. PRIOR TO

CONSTRUCTION OF THE PARTITIONS, PROVIDE AN ADA LUXURY PORTABLE

TOILET FACILITY IN ACCORDANCE WITH THE SPECIFICATIONS AND AS NOTED ON

SHEET CS101.

PHASE 3:

UPON COMPLETION OF PHASE 2 CONSTRUCTION AND WITH APPROVAL FROM

THE COR COMPLETE ALL REMAINING DEMOLITION AND NEW WORK AS SHOWN

ON SHEETS A-103, AD103, EL101, EP101, TN103, TY103, ALL FIRE PROTECTION

SHEETS, AND ALL PLUMBING SHEETS. FINALIZE THE MECHANICAL WORK AS

NOTED ON SHEET M-001 FOR PHASES 2 AND 3. CONTINUE TO PROVIDE

TEMPORARY HEATING AND CONDITIONING IN ACCORDANCE WITH SHEET M-001

UNTIL BENEFICIAL OCCUPANCY OR UNTIL FULL ACCEPTANCE OF THE

MECHANICAL SYSTEMS BY THE COR. COMPLETE ALL FINISH WORK, FINAL

TESTING, AND ALL OTHER ACTIVITIES NECESSARY FOR PROJECT CLOSE OUT

AND COMPLETION.

1. COORDINATE RELOCATION OF ITEMS IN EACH WORKSTATION WITH THE COR

PRIOR TO PLANNED START OR COMPLETION OF EACH PROJECT PHASE.

2. UTILITY SHUTDOWNS SHALL BE SCHEDULED AND REQUESTED IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. WORK IN OCCUPIED AREAS SHALL BE DONE AFTER NORMAL WORKING

HOURS AND/OR ON WEEKENDS UPON APPROVAL BY THE COR. MAKE SUCH

REQUESTS IN WRITING FOR COR APPROVAL 14 DAYS PRIOR TO THE

DESIRED WORK DATES. CONTRACTOR MUST MINIMIZE SUCH REQUESTS BY

DEMOLISHING AND INSTALLING AS MUCH EXISTING AND NEW WORK,

RESPECTIVELY, AS POSSIBLE IN UNOCCUPIED CONSTRUCTION AREAS

DESIGNATED AT EACH PHASE.

4. FOR FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS) DEMOLITION AND

INSTALLATION REFER TO SHEET FD101 AND FA101 FOR MORE

INFORMATION.

5. CONTRACTOR TO DISCUSS PHASING AND SUBSTANTIAL COMPLETION

TARGETS AS MILESTONE TARGETS IN THE CONSTRUCTION SCHEDULE IN

ACCORDANCE WITH THE SPECIFICATIONS. DISCUSS THE PHASING AND

MILESTONES AT THE PRECONSTRUCTION MEETING.

6. COORDINATE DEMOLITION AND INSTALLATION OF SECURE DOORS WITH

INSTALLATION SECURITY PERSONNEL AND COR TO ENSURE INSTALLATION

SECURITY REQUIREMENTS ARE MEANT DURING ALL PHASES OF

CONSTRUCTION. SEE SHEETS TD111-112 AND TY101-103.

7. MECHANICAL AND ELECTRICAL WORK EXTENDS INTO THE ENTIRE

MAILROOM BEYOND THE TEMPORARY WORK DESCRIBED IN THE PLANS. THE

MAILROOM WILL BE OPERATIONAL AND OCCUPIED DURING NORMAL

CONSTRUCTION HOURS. COORDINATE THIS WORK WITH THE COR AND WITH

THE RENOVATION PHASING WORK DESCRIBED IN THE PHASING SEQUENCE

THIS SHEET.

8. ALL SYSTEMS THAT ARE MODIFIED OR INSTALLED DURING PHASES AND ARE

REQUIRED TO BE OPERATIONAL FOR USE BY THE GOVERNMENT PRIOR TO

CONSTRUCTION COMPLETION, MUST BE TESTED IN ACCORDANCE WITH THE

SPECIFICATIONS PRIOR TO THEIR USE REGARDLESS OF WHETHER THEY

ARE TEMPORARY OR PERMANENT. PROVIDE SUBMITTALS FOR EVERY TEST

PERFORMED AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST

ANTICIPATE THAT CERTAIN SYSTEMS WILL REQUIRE MULTIPLE TESTS AND

SUBMITTALS AND THAT THESE TESTS AND SUBMITTALS WILL BE

PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. NOT ALL PLAN SHEETS ARE REFERENCED IN THE PHASING SEQUENCE

BELOW. THE CONTRACTOR IS RESPONSIBLE FOR CAREFULLY REVIEWING

ALL PLANS SHEETS AND CONSTRUCTION DOCUMENTS TO DETERMINE THE

APPROPRIATE PHASE FOR EXECUTION OF THE WORK.

0' 4' 8' 16'

KEY PLAN

N.I.C.

23N.I.C.

NORTH

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SHEET ID

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OVERALL PHASING PLAN

PHASING LEGEND

PHASING SEQUENCE

PHASING NOTE

Stamp

FEC

F E

1 2 3 4 6 7 85

SECURITY

WOMENS

MENS

BREAK ROOM

CLOSET

OFFICE

CLOSET

OFFICE

STORAGE

CUSTOMER SERVICE

WAITING AREA

LOBBY

ARC SUPPLY

STORAGE

GOODWILL

MAIL ROOM

LIMITS OF WORK SCOPE

EXISTING BUILDING:

APPLICABLE CODES

EXISTING BUILDING - 2000 IBC,2000 NFPA 101

NEW WORK - 2015 IBC, 2018 NFPA 101

CONSTRUCTION TYPE - TYPE 2B

OCCUPANCY - MIXED WITHOUT SEPARATION

OCCUPANCY USES - GROUP B, BUSINESS

GROUP S1, MODERATE STORAGE

GROUP S2, LOW HAZARD STORAGE

MOST RESTRICTIVE - S1

EXISTING OCCUPANT LOAD

BUSINESS - 111 OCCUPANTS

STORAGE S1 - 22 OCCUPANTS

STORAGE S2 - 5 OCCUPANTS

TOTAL BUILDING - 138 OCCUPANTS

SUPPRESSION - AUTOMATIC SPRINKLER SYSTEM

FIRE ALARM - EDWARDS EST2 WITH SIG COM TRANSMITTER

EGRESS CAPACITY - WITHIN CODE REQUIREMENTS

SOURCE OF INFORMATION - MAIL PROCESSING FACILITY, PROJECT

DSCR-0502, DATED 5/30/02, DRAWING 872-50-02.

NEW WORK AREA:

CONSTRUCTION TYPE - 2B

OCUPANCY - BUSINESS, NFPA 101 CHAPTER 38

RENOVATED AREA - 3,500 SF

OCCUPANCY USES - GROUP B, BUSINESS

GROUP A, ASSEMBLY

OCCUPANT LOAD: BUSINESS - 2,532 SF / 150 SF PER OCCUPANT = 17

ASSEMBLY - 968 SF / 15 SF PER OCCUPANT = 65

TOTAL FOR REMODELED SPACE = 72 OCCUPANTS

EGRESS LIMNITS:

BUSINESS (SPRINKLERED):

MAX DEAD END - 50 FT

MAX COMMON PATH OF TRAVEL - 100 FT

MAX TRAVEL DISTANCE - 300 FT

ASSEMBLY (SPRINKLERED):

MAX DEAD END - 20 FT

MAX COMMON PATH OF TRAVEL - 20 FT

MAX TRAVEL DISTANCE - 250 FT

MOST RESTRICTIVE - ASSEMBLY

EGRESS DISTANCE LIMITS ARE NOT EXCEEDED

EGRESS CAPACITY PROVIDED:

1 DOOR @ 64" CLEAR / 0.2" PER PERSON = 320 PERSONS

1 DOOR @ 32" CLEAR / 0.2" PER PERSON = 160 PERSONS

TOTAL EGRESS CAPACITY = 480 PERSONS

NUMBER OF EXITS:

MINIMUM OF 2 PER SPACE, PROVIDED 2 EXITS

58' TD43' TD

40' TD

EGRESS TRAVEL PATH

NEW EXIT SIGN

TD DENOTES TRAVEL DISTANCE

LIFE SAFETY CODE REVIEW

LEGEND:

FACP DENOTES EXISTING FIRE ALARM CONTROL PANEL

36' TD

0' 4' 8' 16'

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EXISTING FACP

KEY PLAN

N.I.C.

LIFE SAFETY PLAN

1/8"=1'-0"

10/22/21

LIMITS OF TEMPORARY SPACE

1 2 3 4 6 7 85

UNISEX

JANITOR

TELECOMM

LOBBY

TEMPORARY

VISITOR'S CENTER

MAILROOM

GOODWILL

ARC SUPPLY

STORAGE

LEGEND:

EGRESS TRAVEL PATH

NEW EXIT SIGN

TD DENOTES TRAVEL DISTANCE

TD 86'

TD 130'

FACP DENOTES EXISTING FIRE ALARM CONTROL PANEL

0' 4' 8' 16'

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KEY PLAN

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TEMPORARY WORK AREA LIFE SAFETY PLAN

1/8"=1'-0"

10/22/21

EHH

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1 STORY BRICK

BUILDING

BUILDING 210

GLASS

ENTRANCE

CONC

ASPHALT

CONC

BUS

STOP

SHELTER

SECURITY

CHECKPOINT

SHELTER

TEMP CONC

BARRIER

8'METAL

8'CHL 3SBW

SIGN

8'METAL

TURN STYLE

SECURITY GATE

UNKNOWN

VAULT

CONC

ASPHALT

INV=111.55'

TOP=114.80'

INV=105.91'

TOP=116.53'

INV=105.91'

36"RCP

INV=106.06'

INV=105.76'

TOP=117.28'

OTHER END

INACCESSIBLE

OTHER END

UNKNOWN

INV=106.16'

TOP=118.66'

INV=106.07'

TOP=119.91'

INV=106.19'

INV=106.21'

INV=112.66'

POSSIBLE

JUNCTION BOX

TOP=119.54'

INV=113.27'

INV=112.89'

FILLED

WITH WATER

FILLED

WITH WATER

FILLED

WITH WATER

FILLED

WITH WATER

ASPHALT

BRICK

CONC

UNKNOWN

VAULT

TEMP CONC

BARRIER

CANOPY

BUILDING OVERHANG

8 119

11711

118.4'

118.3'

118.4'

118.5'

118.4'

118.1'

117.7'

117.3'

117.5'

117.7'

118.1'

117.7'

118.3'

118.5'

117.1'

117.6'

117.2'

116.5'

117.4'

118.6'

EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

EXISTING PARKING STRIPING TO

REMAIN (TYP.)

REMOVE EXISTING PARKING STRIPING

(TYP.)

UNDERGROUND SEWER LINE

GUARDRAIL

FENCE

CONTOUR LINE

STORM PIPE

SPOT ELEVATION

WATER VALVE

SIGN

LIGHT POLE

SANITARY SEWER MANHOLE

TELEPHONE MANHOLE

STORM MANHOLE

TELEPHONE HANDHOLE

ELECTRIC HANDHOLE

CONTROL POINT

STORM DRAIN

FIRE HYDRANT

HANDICAP PARKING

CONCRETE

INVERT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

CHAIN LINK FENCE

3 STRAND BARBED WIRE

TEMPORARY

LEGEND:

CONC

INV

PVC

RCP

CHL

3SBW

TEMP

117.6'

EHH

THH

ASPHALT PAVEMENT EDGE

CURB AND

GUTTER

BUILDING

OUTLINE

VF101

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100-GPS

SPIKE-NAIL

N=3,683,513.538'

E=11,787,091.098'

EL=119.014'

101-GPS

PK-NAIL

N=3,683,892.287'

E=11,786,857.572'

EL=116.152'

I, BRUCE D. BEAVERS, CERTIFY THAT THIS PROJECT WAS

COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE

FROM AN ACTUAL FIELD SURVEY MADE UNDER MY

SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED

AT THE 95% PERCENT CONFIDENCE LEVEL TO MEET FEDERAL

GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS

SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR

A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF

CLASS AA, AND THAT THE

FIELD DATA WAS COMPLETED ON NOVEMBER 13, 2019; THAT

THE SURVEY MAPPING WAS COMPLETED ON NOVEMBER 22,

2019; AND ALL COORDINATES ARE BASED ON VA GRID 'NAD

83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.

BRUCE D. BEAVERS PLS L-3451

NOTES:

1. THE PURPOSE OF THIS MAP IS TO SHOW

TOPOGRAPHIC FEATURES AND INFORMATION

ONLY AND IS NOT TO BE USED FOR BOUNDARY OR

PROPERTY OWNERSHIP INFORMATION.

2. THIS DRAWING REPRESENTS THE EXISTING

CONDITIONS AS OF NOVEMBER 13, 2019.

3. SURVEYED BY: STANTEC CONSULTING SERVICES

INC.

4. SURVEY DATE: NOVEMBER 22, 2019

5. HORIZONTAL DATUM: NAD83/2011 VA STATE PLANE

US SURVEY FEET.

6. VERTICAL DATUM: NAVD 88, GEOID 12A.

SURVEY CONTROL POINTS:

10/22/2021

AutoCAD SHX Text S

AutoCAD SHX Text

CONC

AutoCAD SHX Text

TOP=120.23'

AutoCAD SHX Text

INV=???.??'

AutoCAD SHX Text

INV=???.??'

AutoCAD SHX Text

INV=???.??'

AutoCAD SHX Text

TOP=118.31'

AutoCAD SHX Text

INV=113.66'

AutoCAD SHX Text

INV=113.70'

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8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

TO BUILDING

AutoCAD SHX Text

TO GUARD SHELTER

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

EHH

THH

1 STORY BRICK

BUILDING

BUILDING 210

GLASS

ENTRANCE

CONC

ASPHALT

CONC

BUS

STOP

SHELTER

SECURITY

CHECKPOINT

SHELTER

TEMP CONC

BARRIER

8'METAL

8'CHL 3SBW

SIGN

8'METAL

TURN STYLE

SECURITY GATE

UNKNOWN

VAULT

CONC

ASPHALT

INV=111.55'

TOP=114.80'

INV=105.91'

TOP=116.53'

INV=105.91'

36"RCP

INV=106.06'

INV=105.76'

TOP=117.28'

OTHER END

INACCESSIBLE

OTHER END

UNKNOWN

INV=106.16'

TOP=118.66'

INV=106.07'

TOP=119.91'

INV=106.19'

INV=106.21'

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POSSIBLE

JUNCTION BOX

TOP=119.54'

INV=113.27'

INV=112.89'

FILLED

WITH WATER

FILLED

WITH WATER

FILLED

WITH WATER

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ASPHALT

BRICK

CONC

UNKNOWN

VAULT

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EXISTING FIRE

HYDRANT

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8'-0"

9'-0"

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45°

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CS501

CS101

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NOTES:

1. EXISTING PARKING SPACES CONSIST OF 2 HANDICAP

AND 11 STANDARD SPACES.

2. NEW PARKING SPACES CONSIST OF 1 VAN ACCESSIBLE

AND 12 STANDARD SPACES.

3. NEWLY STRIPED PARKING STALLS ARE 9'-6" WIDE UNLESS

OTHERWISE NOTED. ENSURE ALL EXISTING STRIPING

INDICATED ON SHEET VF101 IS REMOVED PRIOR TO

RESTRIPING OF NEW SPACES .

4. PROVIDE ADA ACCESSABLE LUXURY PORTABLE

RESTROOM IN ACCORDANCE WITH SPECIFICATION

SECTION 01 50 00. COORDINATE FINAL LOCATION WITH

CONTRACTING OFFICER'S REPRESENTATIVE.

NORTH

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PARKING SPACE COUNT

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SEE NOTE 4

10/22/2021

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AutoCAD SHX Text

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S I

NOTES:

1. ALL SIGNS SHOWN SHALL CONFORM

TO FHWA MUTCD. CONTRACTOR

SHALL USE SIGN ARRANGEMENT

SHOWN PER THE VIRGINIA

SUPPLEMENT TO THE MUTCD AND

CODE OF VIRGINIA 36-99.11.

2. ALL SIGNS SHOWN SHALL BE

REFLECTORIZED TO SHOW THE

SAME COLOR BY NIGHT AS BY DAY.

3. ALL SIGNS SHALL BE SECURELY

MOUNTED ON GALVANIZED STEEL

CHANNEL POSTS.

4. INSTALL QUANTITY AND AT

LOCATIONS REQUIRED BY CODE

AND/OR AS INDICATED ON

DRAWINGS.

FINISH

GRADE

CS101

HANDICAP SIGN DETAIL

NOT TO SCALE

12"

(MIN)

(MIN) 6" LONG

3/8" STEEL ROD

2" GALVANIZED STEEL

CHANNEL POST PAINT

TRAFFIC YELLOW

VAN

ACCESSIBLE

TOW-AWAY

PENALTY

$100-$500

PARKING

R7-8

12"X18"

R7-8P

18"X9"

R7-VP1

12"X9"

3500 PSI

CONCRETE

CS101

CONTINUOUS LINE MARKINGS

NOT TO SCALE

36"

NOTES:

1. STROKE WIDTH = 4"

2. BLUE BACKGROUND AND WHITE

BORDER ARE OPTIONAL

CS101

HANDICAP ASPHALT MARKING DETAIL

NOT TO SCALE

A X

I N

ANGLED STRIPING

45°

4"-6"

WIDTH

WHITE

STRIPES

CS501

C I V

I L

I T

E T

A I L S

A L T

S M

A N

I L E

A R

T O

A S

P A

C S

W G

10/22/2021

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A802

1 SIM

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS SHOWN

A101

DETAIL

CALLOUTS

EXTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A101

1Ref

R e f

1Ref

R e f

INTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A909

SIM

1_______ BUILDING SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

A909

SIM

1_______

A909

SIM

1_______ WALL SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

FLOOR

0'-0"

FLOOR OR ROOF LEVEL NAME

VERTICAL ELEVATION

NORTH ARROW

1 DRAWING REVISION

A101

1 Ref

T R

R T H

PLAN

NORTH

MATCH LINE

ACT1 10' - 0"

CEILING TYPE

CEILING HEIGHT

100A DOOR OPENING NUMBER

1714-A DOOR OPENING NUMBER

DOOR TYPE

FRAME TYPE

1 DEMOLITION SHEET NOTE

1 GENERAL SHEET NOTE

FF1 WW1 BB1

FLOOR FINISH

WALL FINISH

BASE FINISH

ROOM FINISH DATA TAG

ROOM TAG

1t WINDOW TAG

A01 PARTITION TYPE TAG

ROOM NAME

OCCUPANCY SENSOROS

VACANCY SENSORVS

ABA TURNING RADIUS (5' - 0")

A/C A/C A/E

ACT

ABA

ADDM

ADJ

ADMIN

AESS

AFC

AFF

AHU

ALT

ALUM

AMP

AMT

ANG

APPROX

ARA

ARCH

ASHRAE

ASTM

ATTN

AVE

AWI

B B/ B/W B.O.

BKGD

BLDG

BLK

BLVD

BOCA

BPA

BRK

BRZ

BSMT

Btu BtuH

BLKHD

CAB

CATV

CBC

CCD

CCTV

CCW

CF/CI

CF/GI

CFRM

CFMF

CIP

CLG

CLG HT

CLOS

CLRM

CMPTR

CMU

COL

COMBO

COMM

CONF

CONC

CONST

CONSULT

CONT

COORD

CORR

CPR

CRI

CSI

AIR CONDITION

AIR CONDITIONING UNIT

ARCHITECT/ENGINEER

ALTERNATING CURRENT

ACOUSTICAL CEILING TILE

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

ADDENDUM

ADJUSTABLE

ADMINISTRATION

ARCHITECTURALLY EXPOSED STRUCTURAL

STEEL

ABOVE FINISHED CEILING

ABOVE FINISHED FLOOR

PTEV AUDIBLE ALARM

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERE

AMOUNT

ANGLE

APPLIED FILM

APPROXIMATE

AREA OF RESCUE ASSISTANCE

ARCHITECT(URAL)

AMERICAN SOCIETY FOR HEATING,

REFRIGERATION AND AIR CONDITIONING

ENGINEERS

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATTENTION

AUDIO VISUAL

AVENUE

ARCHITECTURAL WOODWORKING

INSTITUTE

BASE

BOTTOM OF

BETWEEN

BOTTOM OF

BOARD

BACKGROUND

BUILDING

BLOCK

BOULEVARD

BUILDING OFFICIALS AND CODE

ADMINISTRATORS ASSOCIATION

INTERNATIONAL

BENTONITE POLYMER ALLOY

BRICK

BRONZE

BASEMENT

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

BULKHEAD

CARPET/CARPET TILE

CABINET

COMMUNITY ANTENNA TELEVISION

CRASH BUTTON

CALIFORNIA BUILDING CODE

CONTRACT CHANGE DIRECTIVE

CLOSED CIRCUIT TELEVISION

COUNTERCLOCKWISE

CANDELA

CONSTRUCTION DOCUMENTS

CONTRACT DOCUMENTS

CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CONTRACTOR FURNISHED/GOVERNMENT

INSTALLED

CONFERENCE ROOM

COLD FORMED METAL FRAMING

CORNER GUARD

CAST IN PLACE

CONTROL JOINT

CEILING

CEILING HEIGHT

CENTER LINE

CLOSET

CLASSROOM

CENTIMETER

CONSTRUCTION MANAGEMENT

COMPUTER

CONCRETE MASONRY UNIT

CERTIFICATE OF OCCUPANCY

COLUMN

COMBINATION

COMMUNICATION

CONFERENCE

CONCRETE

CONSTRUCTION

CONSULTANT

CONTINUOUS

COORDINATE

CORRIDOR

CARDIOPULMONARY RESUSCITATION

COLOR RENDERING INDEX

CONSTRUCTION SPECIFICATIONS INSTITUTE

HORIZ

HVAC

IBC

IDF

ID NO

INCAN

INFO

INSUL

INT

INV

JAN

J-BOX

kg kHz km

LAB

LAM

LAU

LAV

LB(S)

LHR

LIB

LNRM

LOC

LSC

LTWT

LVR

MACH

MAS

MATL

MAX

MDF

MECH

MED

MEP

MEZZ

MGT

MFG

MFR

MIN

MIR

MISC

MLDG

MLWK

MSTR

MTD

MTL

MULL

NFPA

NGC

NIC

NO, #

NOM

NRC

NTS

OF/CI

OFF

GF/GI

OPP

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH POINT

HOUR(S)

HEIGHT

HEATING, VENTILATING, AND AIR

CONDITIONING

HERTZ

INTERNATIONAL BUILDING CODE

INSIDE DIAMETER

INTERMEDIAT DISTRIBUTION FRAME

IDENTIFICATION NUMBER

INSULATED GLASS UNIT

INCH(ES)

INCANDESCENT

INFORMATION

INSULATION

INTERIOR

INVERT

JANITOR

JUNCTION BOX

JANITOR'S CLOSET

JOINT

KILOGRAM

KILOHERTZ

KILOMETER

CONTRACTING OFFICER

LABORATORY

LAMINATE(D)

LAUNDRY

LAVATORY

POUND(S)

LAMINATED GLASS

LINEAL FOOT (FEET)

LEFT HAND REVERSE

LIBRARY

LIVE LOAD

LOCAL AREA NETWORK ROOM

LOCATION

LOW POINT

LAQUER PANEL

LIFE SAFETY CODE

LIGHTWEIGHT

LOUVER

METER

MACHINE

MASONRY

MATERIAL

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

MEDIUM

MECHANICAL/ELECTRICAL/PLUMBING

MEZZANINE

MANAGEMENT

MANUFACTURING

MANUFACTURER

MANHOLE

MINIMUM

MINUTE

MIRROR

MISCELLANEOUS

MOULDING

MILLWORK

MILLIMETER

MASONRY OPENING

MOISTURE

METAL

MOUNTED

METAL

MULLION

NORTH

NOT APPLICABLE

NOISE CRITERIA

NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL GYPSUM CORPORATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED/CONTRACTOR

INSTALLED

OFFICE

GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

OPPOSITE HAND

OPPOSITE

CTV

CUH

CWP

D dB

DBL

DEG

DEV

DEMO

DET

DIA

DIAG

DIM

DLA

DLO

DOC

DRF

DSGN

DSPL

DTL

DX OUT

DWG

DWR

EIFS

ELEC

ELEV

EPS

EQUIP

ESD

EST

ETC

EWC

EXIST

EXP

EXT

FACIL

FAX

FBR

FCU

FDN

FEC

FEVC

F.F.

FF&E

FHC

FIN

FIXT

FLG

FLR

FLUOR

FPC

FRG

FURN

GALV

GEN

GFGI

GFCI

GRND

GT-T

GWB

GYP

HDWD

CABLE TELEVISION

CUBIC

CABINET UNIT HEATER

CURTAIN WALL SYSTEM

COMPOSITE WALL PANEL

DEEP

DECIBEL

DOUBLE

DIRECT CURRENT

DEGREE

DEVELOPMENT

DEMOLITION

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DEAD LOAD

DEFENSE LOGISTTICS AGENCY

DAY LIGHT OPENING

DOWN

DOCUMENT

DRAPERY FABRIC

DINING ROOM

DOOR

DRIVE

DOWNSPOUT

DESIGN

DISPOSAL

DETAIL

DUPLEX OUTLET

DISH WASHER

DRAWING

DRAWER

EAST

EACH

EXPOSED CONSTRUCTION

EXPOSED INSULATION FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATION

EXTRUDED POLYSTYRENE

EQUAL

EQUIPMENT

ELECTROSTATIC DISSIPATIVE TILE

ESTIMATE

ET CETERA

ELECTRIC WATER COOLER

EXAMPLE

EXISTING

EXPOSED

EXTERIOR

FACILITY

FAXSIMILE

FABRIC

FIXED BEAM ROOM

FIRE EXTINGUISHER CABINET

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

COMBINATION FIRE EXTINGUISHER AND

VALVE CABINET

FINISH FACE OR FINISH FLOOR

FURNITURE, FIXTURE AND EQUIPMENT

FULL HEIGHT

FIRE HOSE CABINET

FINISHED

FIXTURE

FLOORING

FLOOR

FLUORESCENT

FIRE PROTECTION CABINET

FIRE RATING

FURRING

FEET, FOOT

FURNITURE

FIELD VERIFY

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GENERAL

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GROUND FAULT CIRCUIT INTERRUPTER

GROUND

GRANITE TILE

GYPSUM WALL BOARD

GYPSUM

HIGH

HANDICAPPED

HARDWOOD

TYP

U/C U/S

UNO

VCT

VERT

VEST

VIF

VOLT

VWC

W W W W/ W/O

WDW

WKRM

WWF

TELEVISION

TYPICAL

TERRAZZO

UNDERSIDE OF CEILING

UNDERSIDE OF SLAB

UNDERCUT

UNDERWRITERS LABORATORIES

UNLESS NOTED OTHERWISE

VOLT

VINYL BASE

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

VOLTAGE

VINYL WALL COVERING

WATT

WEST

WIDE

WITH

WITHOUT

WALL COVERING

WOOD

WINDOW

WOOD FLOORING

WORK ROOM

WATERPROOFING

WATER RESISTANT

WORK STATION

WEIGHT

WELDED WIRE FABRIC

EXTRA LARGE

YEAR

OPENING

OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OVERHEAD

OUNCE(S)

PAINT

PEDIMAT

PERFORATED

PERIMETER

PERPENDICULAR

PHOTOGRAPH

PLASTIC

PLASTIC LAMINATE

PLUMBING

PLYWOOD

PANEL

POLISHED

PAIR

PREFABRICATE

PREPARATION

PROTECTED ROOM

MEMBRANE ASSEMBLY

PROJECT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PLASTER

POWER SUPPLY ROOM

PAINTED

PARTITION

POWER

QUALITY ASSURANCE

QUALITY CONTROL

QUARRY TILE

QUANTITY

RADIUS, RISER

RUBBER

REFLECTED CEILING PLAN

ROOF DRAIN

REINFORCED

REFRIGERATOR

REQUIRE(D)

RESILIENT

REVISION

REST ROOM

RESILIENT FLOORING

REQUEST FOR INFORMATION

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

SOUTH

SCHEDULE(D)

SCHEMATIC

STATIC DISSIPATIVE TILE

SECTION

SQUARE FOOT (FEET)

SPRAY-APPLIED FIRE RESISTIVE MATERIAL

SHINGLES

SHEET

SIMILAR

SINGLE RECEPTACLE OUTLET

SKETCH

STANDPIPE

SPECIFICATION(S)

SQUARE

SOLID SURFACE

STONE

SOUND TRANSMISSION COEFFICIENT

STANDARD

STEEL

STORAGE

STAINLESS

STURCTURAL

SUPPLEMENTARY

SUSPENDED

TREAD

TOP OF

TO BE ANNOUNCED

TO BE DETERMINED

TRENCH DRAIN

TELEPHONE

TEMPORARY, TEMPERED

TOUNGE & GROOVE

THERMAL

THICK

THRESHOLD

THROUGH

TOILET

TOPOGRAPHY

TOP OF INSULATION

TOP OF SLAB/TOP OF STEEL

TOP OF WALL

TERRAZZO/TERRAZZO TILE

TUBE STEEL

THERMOSTAT

OPNG

OSHA

OVHD

PDMT

PERF

PERIM

PERP

PHOTO

PLAM

PLBG

PLYWD

PNL

POL

PREFAB

PREP

PRMA

PROJ

PSF

PSI

PSR

PTD

PTN

PWR

QTY

RBR

RCP

REINF

REF

REQ(D)

RESIL

REV

REST

RFI

RHR

SCHED

SCHEM

SDT

SECT

SFRM

SHGLS

SHT

SIM

SOUT

SPEC

STC

STD

STL

STOR

STNLS

STRUCT

SUP

SUSP

T T/

TBA

TBD

TEL

TEMP

T&G

THERM

THK

THRES

THRU

TLT

TOPO

TOI

TOS

TOW

TSTAT

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N O

R F

O L K

T R

R O

N T

S T

R E

E T

N O

R F

O L K

O N

E S

F R

A N

K L

R D

S U

R A

L E

-3

-6

-7

A X

E N

S E

-0

E N

A M

N A

O F

N O

W -1

-D

-0

D S

A L T

S M

A N

READY TO ADVERTISE

CONTROLLED UNCLASSIFIED INFORMATION

A-001

A R

C H

C T

U R

A L S

Y M

B O

L S

A N

D A

B B

R E

N S

D E

F E

N S

E S

U P

P L Y

C E

N T

E R

H M

O N

D R

M O

N D

V A

P Z

O O

T S

H O

U S

G S

L E

C T

O B

E R

R E

P A

P R

O J E

C T

N U

M B

E R

A -0

W G

GENERAL SYMBOLS LEGEND

ARCHITECTURAL SYMBOLS LEGEND

ABBREVIATIONS

A B

A A

C C

E S

L E

A B

A A

C C

E S

L E

A X

" 4

C L

E A

R R

E A

C H

M A

B O

V E

O B

S T

R U

C T

TOILET PAPER

DISPENSER

SEAT

COVERS

SANITARY

NAPKIN

DISPOSAL

WASTE

RECEPTACLE

TISSUE

DISPENSER

4'-0" ABA

ACCESSIBLE

PAPER

TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

TOWEL

BAR

SHELF ROBE

HOOK

MOP &

BROOM

HOLDER

TOWEL

DISPENSER/

WASTE

RECEPTACLE

SOAP

DISH

MIRROR ELECTRIC

HAND

DRYER

MOUNT ALL ITEMS WITH CONTROLS OR OPERATING MECHANISMS, DISPENSERS,

MAIL SLOTS, COIN SLOTS, ETC. WITHIN 1'-2" TO 4'-0" ABOVE FINISH FLOOR.

SOAP

DISPENSER

MOP

RACK

1'-6" (24" PREFERRED)

4'-6"

2'-0"

3'-6"

NOTE: Y=48"

MIN IF DOOR

HAS A CLOSERNOTE:

X=12" IF

DOOR HAS

BOTH A

CLOSER AND

A LATCH.

NOTE: Y=48"

MIN IF DOOR

HAS BOTH A

CLOSER AND

A LATCH.

NOTE: Y=54" MIN

IF DOOR HAS CLOSER

NOTE: X=36" MIN IF Y=60"

NOTE: X=42" MIN IF Y=54"

C .L

A N

D L E

C .L

A N

D L E

" 6

FIRE

EXTINGUISHER

CABINET

FIRE VALVE/

FIRE HOSE

CABINET

ELECTRICAL/

COMMUNICATIONS

PANEL BOARD

FIRE

DETECTION

PANEL

AUDIBLE FIRE

ALARM &

STROBE

ACCESS

DOOR

NOTE: ALL OPERABLE PARTS

MUST MEET THE REACH

RANGE AS PER ABA 308

CLEAR

2'-6"

MIN

1'-3"

MIN

1'-3"

A D

A A

C C

E S

L E

1'-0" 3'-6"

3'-0"

3'-0" 6" 5'-0"

1'-6"

M A

6" 3'-0" 1'-3"

5'-0"

2'-6"

A X

3'-0"

(28" CLEAR IN OPEN POSITION)

2'-9" MIN.

6"3'-0"

1'-6"

A X

5'-0"

6"3'-0"

1'-6"

1'-3"

M A

5'-0"

2'-6"

5'-0"

DOOR SWINGS OUT, IS

SELF-CLOSING AND MAY BE

HINGED ON EITHER SIDE

URINAL

REFER TO

ELEV. 3 FOR

MOUNTING

HEIGHTS

LAVATORY

REFER TO

ELEV. 3 FOR

MOUNTING

HEIGHTS

WATER

CLOSET

WATER

CLOSET

TOILET ACCESSORIES NOT

SHOWN FOR CLARITY

DOOR SWINGS OUT,

IS SELF-CLOSING AND MAY

BE HINGED ON EITHER SIDE

DOOR SWINGS OUT,

IS SELF- CLOSING

AND MAYBE HINGED

ON EITHER SIDE

WHEELCHAIR-ACCESSIBLE

TOILET IN STALLS, WALL-

HUNG WATER CLOSET

S T

A N

D A

R D

A D

C E

N T

E R

O F

L E

V E

MORTISE LOCK

MOUNTING HEIGHT

C E

N T

E R

O F

P A

B A

PANIC BAR

MOUNTING HEIGHT

PUSH PULL

MOUNTING HEIGHT

COAT HOOK

MOUNTING HEIGHT

CENTER LINE OF DOOR

COAT HOOK

1. ITEMS ILLUSTRATED ON THIS SHEET ARE REPRESENTATIVE OF CONDITIONS

THAT MAY OCCUR IN THE SCOPE OF THE PROJECT. WEIGHTS AND OTHER

INFORMATION SHOWN ARE TYPICAL AND SHALL BE APPLIED THROUGHOUT

THE PROJECT.

2. TOILET ROOMS WITH ACCESSIBLE FIXTURES SHALL BE EQUIPPED WITH

ACCESSORIES AS REQUIRED BY THE ADA GUIDELINES.

3. ADDITIONAL MOUNTING HEIGHTS AND RELATED INFORMATION IS SHOWN ON

DRAWINGS OR SPECIFIED.

4. THE OBJECTIVE OF THIS SHEET IS ONLY

TO ESTABLISH GUIDELINES FOR THE

VERTICAL LOCATION OF ITEMS AND

DEVICES THROUGHOUT THE PROJECT.

A. COORDINATE THESE DIMENSIONS WITH

APPLICABLE ACCESSIBILITY

STANDARDS.

B. IN ALL CASES, THE MORE STRINGENT

STATUTES AND CODE APPLY.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N O

R F

O L K

T R

R O

N T

S T

R E

E T

N O

R F

O L K

O N

E S

F R

A N

K L

R D

S U

R A

L E

-3

-6

-7

A X

E N

S E

-0

E N

A M

N A

O F

N O

W -1

-D

-0

D S

A L T

S M

A N

READY TO ADVERTISE

CONTROLLED UNCLASSIFIED INFORMATION

A-002

A B

A D

E T

S A

N D

T Y

A L

M O

U N

G H

H T

D E

F E

N S

E S

U P

P L Y

C E

N T

E R

H M

O N

D R

M O

N D

V A

P Z

O O

T S

H O

U S

G S

L E

C T

O B

E R

R E

P A

P R

O J E

C T

N U

M B

E R

A -0

W G

1/4" = 1'-0"3

ACCESSORIES MOUNTING HEIGHTS

1/4" = 1'-0"2

DOOR CLEARANCE

1/4" = 1'-0"4

FIRE ALARM MOUNTING HEIGHTS

1/4" = 1'-0"5

TOILET CLEARANCES

1/4" = 1'-0"1

HARDWARE MOUNTING HEIGHTS

GENERAL NOTES

= EXISTING PARTITIONS, DOORS, FRAMES,

CASEWORK, WOODWORK, PLUMBING FIXTURES,

ETC. TO BE REMOVED

= INDICATES EXISTING DOOR, AND SIDELITE

TO REMAIN

DEMOLITION PLAN SYMBOL

LEGEND

= EXISTING CONSTRUCTION TO REMAIN

= NO ARCHITECTURAL WORK IN THIS AREA, NOT

IN CONTRACT

= DASHED INDICATES EXISTING DOOR, FRAME,

HARDWARE AND SIDELITE (WHEN INDICATED) TO

BE REMOVED.

1. ONLY WORKERS SKILLED AND KNOWLEDGABLE IN THEIR

RESPECTIVE TRADES SHALL BE EMPLOYED IN THE

DEMOLITION WORK.

2. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

PROVIDE DUST PARTITIONS TO SEPARATE DEMOLITION

AREA FROM OCCUPIED SPACES. CONTRACTOR TO PROVIDE

ACCESS IN DUST PARTITIONS AS REQUIRED TO PERFORM

WORK AND MAINTAIN BUILDING EGRESS.

3. WHERE EXISTING CONSTRUCTION TO BE REMOVED IS

INDICATED, THIS INCLUDES BUT IS NOT LIMITED TO

PARTITIONS, DOOR ASSEMBLIES, MISCELLANEOUS

FIXTURES AND ATTACHMENTS, REFER TO MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION AND

STRUCTURAL DRAWINGS FOR ADDITIONAL REMOVALS NOT

INDICATED HERE. COORDINATE EXTENT OF DEMOLITION

WITH NEW WORK, TYPICAL.

4. FOR ALL REMOVALS, PATCH AND OR INFILL FLUSH WITH

ADJACENT EXISTING TO REMAIN. PREPARE ALL SURFACES

TO ACCEPT NEW FINISHES, TYPICAL.

5. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS NOT INDICATED HERE, TYPICAL.

6. ALL SUPERSTRUCTURE COLUMNS, BEAMS, JOISTS, AND

DECKS SHALL REMAIN.

7. PROVIDE TEMPORARY RESTROOMS FOR PARTRONS DURING

THIS PHASE SEE CS 101.

DEMOLITION PLAN GENERAL

NOTES:

1 2 3 4 6 7 85

UNISEX

JANITOR

TELECOMM

MAILROOMGOODWILL

ARC SUPPLY

STORAGE

13 13

23'-3" +/- FV 24'-6" +/- FV 24'-6" +/- FV 28'-0" +/- FV 6'-10" +/- FV 18'-2" +/- FV 24'-6" +/- FV

F V

BREAKROOM CUSTOMER SERVICE

OFFICEWAITING AREA

LIMITS OF ARCHITECTURAL WORK

0' 4' 8' 16'

KEY PLAN

N.I.C.

23N.I.C.

NORTH

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N O

R F

O L K

T R

R O

N T

S T

R E

E T

N O

R F

O L K

O N

E S

F R

A N

K L

R D

S U

R A

L E

-3

-6

-7

A X

E N

S E

-0

E N

A M

N A

O F

N O

W -1

-D

-0

D S

A L T

S M

A N

READY TO ADVERTISE

CONTROLLED UNCLASSIFIED INFORMATION

AD101

D E

M O

F L O

O R

P L A

P H

A S

D E

F E

N S

E S

U P

P L Y

C E

N T

E R

H M

O N

D R

M O

N D

V A

P Z

O O

T S

H O

U S

G S

L E

C T

O B

E R

R E

P A

P R

O J E

C T

N U

M B

E R

A D

W G

DEMOLITION PLAN KEY NOTES

2 DEMO EXISTING DOOR, FRAME, AND HARDWARE.

3 DEMO EXISTING COUNTERTOPS, BASE, AND UPPER

CABINETS

4 DEMO EXISTING FLOOR FINISHES AND BASE. CLEAN

AND REMOVE ADHESIVES TO ACCEPT NEW FLOOR

FINISH

8 DEMO EXISTING WALLS

13 DEMO TEMPORARY WALLS

1/8" = 1'-0"1

DEMOLITION FLOOR PLAN - PHASE 1

1. ONLY WORKERS SKILLED AND KNOWLEDGABLE IN THEIR

RESPECTIVE TRADES SHALL BE EMPLOYED IN THE

DEMOLITION WORK.

2. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

PROVIDE DUST PARTITIONS TO SEPARATE DEMOLITION

AREA FROM OCCUPIED SPACES. CONTRACTOR TO PROVIDE

ACCESS IN DUST PARTITIONS AS REQUIRED TO PERFORM

WORK AND MAINTAIN BUILDING EGRESS.

3. WHERE EXISTING CONSTRUCTION TO BE REMOVED IS

INDICATED, THIS INCLUDES BUT IS NOT LIMITED TO

PARTITIONS, DOOR ASSEMBLIES, MISCELLANEOUS

FIXTURES AND ATTACHMENTS, REFER TO MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION AND

STRUCTURAL DRAWINGS FOR ADDITIONAL REMOVALS NOT

INDICATED HERE. COORDINATE EXTENT OF DEMOLITION

WITH NEW WORK, TYPICAL.

4. FOR ALL REMOVALS, PATCH AND OR INFILL FLUSH WITH

ADJACENT EXISTING TO REMAIN. PREPARE ALL SURFACES

TO ACCEPT NEW FINISHES, TYPICAL.

5. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS NOT INDICATED HERE, TYPICAL.

6. ALL SUPERSTRUCTURE COLUMNS, BEAMS, JOISTS, AND

DECKS SHALL REMAIN.

7. PROVIDE TEMPORARY RESTROOMS FOR PARTRONS DURING

THIS PHASE SEE CS 101.

DEMOLITION PLAN GENERAL

NOTES:

= EXISTING PARTITIONS, DOORS, FRAMES,

CASEWORK, WOODWORK, PLUMBING FIXTURES,

ETC. TO BE REMOVED

= INDICATES EXISTING DOOR, AND SIDELITE

TO REMAIN

DEMOLITION PLAN SYMBOL

LEGEND

= EXISTING CONSTRUCTION TO REMAIN

= NO ARCHITECTURAL WORK IN THIS AREA, NOT

IN CONTRACT

= DASHED INDICATES EXISTING DOOR, FRAME,

HARDWARE AND SIDELITE (WHEN INDICATED) TO

BE REMOVED.

1 2 3 4 6 7 85

TELECOMM

GOODWILL

ARC SUPPLY

STORAGE

23'-3" +/- FV 24'-6" +/- FV 24'-6" +/- FV 28'-0" +/- FV 6'-10" +/- FV 18'-2" +/- FV 24'-6" +/- FV

F V

F V 13

LIMITS OF ARCHITECTURAL WORK

MAILROOM

0' 4' 8' 16'

KEY PLAN

N.I.C.

23N.I.C.

NORTH

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N O

R F

O L K

T R

R O

N T

S T

R E

E T

N O

R F

O L K

O N

E S

F R

A N

K L

R D

S U

R A

L E

-3

-6

-7

A X

E N

S E

-0

E N

A M

N A

O F

N O

W -1

-D

-0

D S

A L T

S M

A N

READY TO ADVERTISE

CONTROLLED UNCLASSIFIED INFORMATION

AD102

D E

M O

F L O

O R

P L A

P H

A S

D E

F E

N S

E S

U P

P L Y

C E

N T

E R

H M

O N

D R

M O

N D

V A

P Z

O O

T S

H O

U S

G S

L E

C T

O B

E R

R E

P A

P R

O J E

C T

N U

M B

E R

A D

W G

DEMOLITION PLAN KEY NOTES

3 DEMO EXISTING COUNTERTOPS, BASE, AND UPPER

CABINETS

4 DEMO EXISTING FLOOR FINISHES AND BASE. CLEAN

AND REMOVE ADHESIVES TO ACCEPT NEW FLOOR

FINISH

8 DEMO EXISTING WALLS

13 DEMO TEMPORARY WALLS

14 DEMO TEMPORARY DOORS

1/8" = 1'-0"1

DEMOLITION FLOOR PLAN - PHASE 2

1. ONLY WORKERS SKILLED AND KNOWLEDGABLE IN THEIR

RESPECTIVE TRADES SHALL BE EMPLOYED IN THE

DEMOLITION WORK.

2. BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

PROVIDE DUST PARTITIONS TO SEPARATE DEMOLITION

AREA FROM OCCUPIED SPACES. CONTRACTOR TO PROVIDE

ACCESS IN DUST PARTITIONS AS REQUIRED TO PERFORM

WORK AND MAINTAIN…

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