Part1_657.313H.00.Volume 2.pdf

Department of

Veterans Affairs

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Koch Rd South

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Mississippi River

DEMOLISHED BUILDING

TRUEPLAN

Drawing Title

Approved: Project Director

Project Title

Revisions

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofNo.

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t

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E th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

5 6 87

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94321

5 6 87 94321

B

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JEFFERSON BARRACKS DIVISION

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

PRINTED ON ORIGINAL SIZE OF SHEET IS 30" X 42"

Department of Veterans Affairs

Date

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

SAINT LOUIS, MO 63146-4235

PHONE: (314) 991-2633

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2019 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 000842

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

MECHANICAL/ELECTRICAL/PLUMBING/

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

SAINT LOUIS, MO 63103

PHONE: (314) 862 5344

CAMPUS DEMOLITION & PAVING

(NORTH)

29 OCTOBER 2012

657-313H

GI001-N

KGHWM

COVER SHEET

CAMPUS DEMOLITION & PAVING

(NORTH)

VOLUME 2 OF 6

LOCATION MAP

Medical Facility Improvements and NCA Expansion VA Project 657-313H

DRAWING INDEX

COVER SHEET

00 GI001-N COVER SHEET 1 of 89

GENERAL

00 GC100 DIAGRAM FOR OVERALL CONSTRUCTION SEQUENCING 2 of 89

00 GC101 DIAGRAM FOR CONTRUCTION SEQUENCING - SOUTH CAMPUS AREA 3 of 89

00 GC102 OVERALL PROJECT BOUNDARY PLAN 4 of 89

00 GC103 SAMPLE CPM NETWORK 5 of 89

CIVIL

C-100-N GENERAL NOTES, LEGEND AND EROSION CONTROL DETAILS 47 of 89

C-101-N DEMOLITION PLAN 48 of 89

C-102-N DEMOLITION PLAN 49 of 89

C-103-N SITE AND GRADING PLAN 50 of 89

C-104-N SITE AND GRADING PLAN 51 of 89

C-105-N ENLARGED GRADING PLAN 52 of 89

C-106-N SITE UTILITY PLAN 53 of 89

C-107-N SITE UTILITY PLAN 54 of 89

C-108-N SITE GEOMETRIC AND LAYOUT PLAN 55 of 89

C-109-N SITE GEOMETRIC AND LAYOUT PLAN 56 of 89

C-110-N GRAVES STREET PROFILE 57 of 89

C-111-N CONSTRUCTION DETAILS 58 of 89

C-112-N CONSTRUCTION DETAILS 59 of 89

C-113-N SEWER PROFILES 60 of 89

C-114-N HYDRAULIC DATA SHEET 15-YR, 20-MIN STORM EVENT 61 of 89

C-115-N HYDRAULIC DATA SHEET 100-YR, 20-MIN STORM EVENT 62 of 89

C-116-N SEWER DETAILS 63 of 89

C-117-N SEWER DETAILS 64 of 89

C-118-N BIORETENTION DETAILS 65 of 89

C-119-N BIORETENTION DETAILS 66 of 89

C-120-N BIORETENTION DETAILS 67 of 89

C-121-N EROSION CONTROL PLAN 68 of 89

C-122-N EROSION CONTROL PLAN 69 of 89

C-123-N STAGING AND CONSTRUCTION ACCESS PLAN 70 of 89

C-124-N WATER QUALITY PLAN 71 of 89

C-125-N DRAINAGE AREA MAPS FOR PIPE HYDRAULICS 72 of 89

HAZARDOUS MATERIAL ABATEMENT

00 HA001-N HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS 6 of 89

00 HA002-N HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS 7 of 89

00 HA003-N HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS 8 of 89

00 HA004-N HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS 9 of 89

00 HA005-N HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS 10 of 89

00 HA006-N HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS 11 of 89

00 HA007-N ASBESTOS CONTROL NOTES 12 of 89

BUILDING 61 DEMOLITION

61 HA101-N FIRST FLOOR FLOORING MATERIAL TO BE ABATED PRIOR TO DEMOLITION 14 of 89

61 HA110-N FIRST FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO DEMOLITION 15 of 89

61 HA111-N SECOND FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

61 HA112-N ATTIC FLOOR SURFACING MATERIAL TO BE ABATED PRIOR TO DEMOLITION 17 of 89

61 HA120-N SERVICE ROOM AND PIPE SPACE THERMAL SYSTEM INSULATION TO BE

ABATED PRIOR TO DEMOLITION

61 HA121-N FIRST FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

61 HA122-N SECOND FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

61 HA123-N ATTIC FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

61 HA130-N SERVICE ROOM AND PIPE SPACE MISCELLANEOUS MATERIAL TO BE ABATED

PRIOR TO DEMOLITION

61 HA131-N FIRST FLOOR MISCELLANEOUS MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

61 HA132-N SECOND FLOOR MISCELLANEOUS MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

61 HA133-N ATTIC FLOOR MISCELLANEOUS MATERIAL TO BE ABATED PRIOR TO

DEMOLITION

61 HA140-N FIRST FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE ABATED 26 of 89

61 HA141-N SECOND FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE

ABATED

61 AD161-N DEMOLITION PLANS AND PHOTOS 28 of 89

BUILDING 63 DEMOLITION

63 HA101-N. FIRST FLOOR FLOORING MATERIAL TO BE ABATED PRIOR TO DEMOLITION 29 of 89

63 HA110-N. SERVICE ROOM AND PIPE SPACE THERMAL SYSTEM INSULATION TO BE

ABATED PRIOR TO DEMOLITION

63 HA111-N. FIRST FLOOR THERMAL SYSTEM INSULATION TO BE ABATED PRIOR TO

DEMOLITION

63 HA120-N. SERVICE ROOM AND PIPE SPACE MISCELLANEOUS MATERIAL TO BE ABATED 32 of 89

63 HA121-N. FIRST FLOOR MISCELLANEOUS MATERIAL TO BE ABATED 33 of 89

63 HA130-N. SERVICE AND PIPE SPACE HAZARDOUS AND NON-HAZARDOUS MATERIAL TO

BE ABATED

63 HA131-N. FIRST FLOOR HAZARDOUS AND NON-HAZARDOUS MATERIAL TO BE ABATED 35 of 89

63 AD163-N DEMOLITION PLANS AND PHOTOS 36 of 89

LANDSCAPE ARCHITECTURE

LP101-N LANDSCAPE PLANTING PLAN 73 of 89

LP401-N LARGE SCALE LANDSCAPE PLANTING PLANS 74 of 89

LP501-N LANDSCAPE DETAILS 75 of 89

LS101-N LANDSCAPE SITE HARDSCAPE PLAN 76 of 89

LS501-N SITE HARDSCAPE DETAILS 77 of 89

LS502-N SITE HARDSCAPE DETAILS 78 of 89

ARCHITECTURE

AE105-N PLANS AND DETAILS TO INFILL OPENING AT PEDESTRIAN CORRIDOR

FROM DEMOLISHED BLDG 63

ELECTRICAL

E-000-N ELECTRICAL COVER SHEET 82 of 89

DES102-N DEMOLITION PLAN SITE LIGHTING 83 of 89

ES102-N SITE LIGHTING PLAN 84 of 89

ES201-N SITE LIGHTING PHOTOMETRIC PLAN 85 of 89

MECHANICAL

MS100-N MECHANICAL COVER SHEET 80 of 89

MS102-N MECHANICAL SITE PLAN 81 of 89

SURVEY

V-100 SITE SURVEY COVER SHEET 37 of 89

V-101A SITE SURVEY BOUNDARY MAP 38 of 89

V-101B SITE SURVEY BOUNDARY MAP 39 of 89

V-102 SITE SURVEY 40 of 89

V-103 SITE SURVEY 41 of 89

V-104 SITE SURVEY 42 of 89

V-105 SITE SURVEY 43 of 89

V-106 SITE SURVEY 44 of 89

V-107 SITE SURVEY 45 of 89

V-108 SITE SURVEY SEWER INFORMATION 46 of 89

TECHNOLOGY

TS000-N TECHNOLOGY COVER SHEET 86 of 89

DTS102-N DEMOLITION SITE PLAN TECHNOLOGY 87 of 89

TS102-N TECHNOLOGY SITE PLAN 88 of 89

TS300-N TECHNOLOGY DETAILS AND RISERS 89 of 89

FIRE ALARM DEMOLITION

61/63 FD101-N BUILDING 61/63 BASE WIDE LOOP DEMOLITION PLAN 13 of 89

SOUTH CAMPUS AREA

REFER TO SHEET GC101 FOR

SEQUENCING INFORMATION

WEST CAMPUS AREA

SEQUENCING OF WORK

WITHIN THE PROJECT

BOUNDARY TO BE AS

DETERMINED BY

CONTRACTOR AND APPROVED

BY RESIDENT ENGINEER

PERIMETER FENCE

SEQUENCE OF WORK AROUND

THE CAMPUS SHALL BE AS

DETERMINED BY

CONTRACTOR AND APPROVED

BY RESIDENT ENGINEER

N O

T I C

E

T

O

P

R O

C E

E D

N

T P

GENERAL NOTES:

1. SEQUENCING THE PERFORMANCE OF ALL

WORK TO ACHIEVE CONTINUOUS AND

UNINTERRUPTED PROGRESS TO COMPLETE

THE ENTIRE WORK OF THE PROJECT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY. SUCH

SEQUENCING BY THE CONTRACTOR SHALL BE

SUBJECT TO THE APPROVAL OF THE

RESIDENT ENGINEER AND MEDICAL CENTER

DIRECTOR.

2. IT IS THE GOVERNMENT'S INTENT THAT THE

CONTRACTOR TAKE ADVANTAGE OF

REASONABLE OPPORTUNITIES FOR WORK TO

BE PERFORMED WITHIN TWO OR MORE

PROJECT BOUNDARY AREAS CONCURRENTLY.

SUBJECT TO CONSTRAINTS NOTED AND

MAINTAINING MEDICAL CENTER OPERATIONS,

CONCURRENT WORK COULD INCLUDE, BUT

NOT BE LIMITED TO, THE FOLLOWING:

A: PERFORMANCE OF ABATEMENT AND

DEMOLITION OF BUILDINGS 61 AND 63

CONCURRENT WITH PERFORMANCE OF WORK

IN THE SOUTH CAMPUS AREA.

B: PERFORMANCE OF PERIMETER FENCE

WORK IN CAMPUS AREAS NOT AFFECTED BY

THE SOUTH, NORTH OR WEST AREAS OF

WORK COULD OCCUR CONCURRENTLY WITH

WORK IN THE SOUTH, NORTH AND WEST

AREAS OF THE CAMPUS.

C: PERFORMANCE OF WEST CAMPUS

AREA WORK CONCURRENT WITH

PERFORMANCE OF NORTH CAMPUS AREA

WORK.

3. THE PRIMARY CONSTRAINTS FOR THE

START OF WORK WITHIN CERTAIN CAMPUS

AREAS ARE AS FOLLOWS:

A: START OF WORK IN THE NORTH

CAMPUS AREA IS CONTINGENT ON THE

MEDICAL CENTER VACATING BUILDINGS 61

AND 63 TO ALLOW FOR THEIR ABATEMENT

AND DEMOLITION.

B: START OF WORK IN THE WEST

CAMPUS AREA IS CONTINGENT ON

CONTRACTOR'S COMPLETION OF THE SOUTH

CAMPUS AREA WORK TO RESTORE MEDICAL

CENTER PARKING AND NO NEED TO MAINTAIN

THE WEST CAMPUS AREA FOR TEMPORARY

PARKING.

4. THE PERFORMANCE OF WORK IN MORE

THAN ONE CAMPUS AREA IS CONTINGENT ON

MAINTAINING MEDICAL CENTER OPERATIONS

ACROSS THE ENTIRE CAMPUS AND

MAINTAINING ONE ROUTE FOR VEHICULAR

ACCESS TO THE EAST SIDE OF THE CAMPUS

AT ALL TIMES.

5. THE CONTRACTOR'S PLAN FOR

SEQUENCING THE PERFORMANCE OF ALL

WORK IS SUBJECT TO THE APPROVAL OF THE

RESIDENT ENGINEER AND MEDICAL CENTER

DIRECTOR. IN THIS REGARD, THE

CONTRACTOR SHALL SUBMIT A PRELIMINARY

SEQUENCING PLAN AFTER CONTRACT AWARD

AND PRIOR TO NOTICE TO PROCEED.

CONTRACTOR'S FINAL SEQUENCING PLAN

SHALL BE SUBMITTED TO THE RESIDENT

ENGINEER NOT LATER THAN 30 CALENDAR

DAYS FOLLOWING NOTICE TO PROCEED

6. CONTRACTOR'S SEQUENCING PLAN

APPROVED BY THE RESIDENT ENGINEER

SHALL ESTABLISH THE BASIS FOR THE

CONTRACTOR'S CONSTRUCTION SCHEDULE.

THE CONTRACTOR'S SEQUENCING PLAN AND

CONSTRUCTION SCHEDULE SHALL NOT BE

MODIFIED EXCEPT BY RESIDENT ENGINEER

APPROVAL.

NORTH CAMPUS AREA

GENERAL CONSTRAINT:

MAINTAIN VEHICULAR ACCESS

ALONG EXISTING NORTH

ROADWAY DURING

PERFORMANCE OF WORK

SEQUENCE 1 AND 2

SEQUENCE 1

ABATEMENT AND DEMOLITION

OF BUILDING 61 AND 63

NOTE: ABATEMENT AND

DEMOLITION TO OCCUR

CONCURRENTLY WITH SOUTH

CAMPUS AREA WORK

SUBJECT TO BUILDING HAVING

BEEN VACATED BY THE

MEDICAL CENTER

SEQUENCE 2

STORM SEWER

STRUCTURES 1 TO 7 AND 9 TO

EX1

WATER

INSTALL NEW 8" LINE ALONG

RELOCATED GRAVES STREET

FROM B53 LOADING DOCK TO

NORTH END OF B53

CONSTRAINT

SCHEDULE SHUTDOWNS WITH

RESIDENT ENGINEER PRIOR

TO CONNECTING NEW WATER

LINE TO EXISTING

DEMO EXISTING UTILITIES

SITE GRADING

ELECTRICAL UNDERGROUND

UTILITIES FOR RE TRAILER

SUBGRADE AND BASE,

BIO-RETENTION

CURB/GUTTER, SIDEWALKS,

SITE LIGHTING

FINAL LIGHTING

FINAL PAVEMENT

LANDSCAPE

SEQUENCE 3

RELOCATE AND REMOVE RE

TRAILERS

REMOVE EXISTING NORTH

ROADWAY AND EXISTING

TRAILER SITE

FINAL GRADING

CONSTRAINT 1:

START OF WORK IS

CONTINGENT ON

CONTRACTOR'S COMPLETION

OF ALL WORK IN SOUTH

CAMPUS AREA AND MEDICAL

CENTRAL NO LONGER

NEEDING WEST CAMPUS AREA

FOR TEMPORARY PARKING

CONSTRAINT 2:

CONTRACTOR SHALL

MAINTAIN ONE LANE OF

JEFFERSON DRIVE OPEN TO

VEHICULAR TRAFFIC DURING

PERFORMANCE OF THE WORK

CONSTRAINT 3:

CONTRACTOR SHALL

MAINTAIN ACCESS TO NORTH

AND SOUTH ENTRANCE

DRIVES DURING

PERFORMANCE OF THE

WORK. IF TEMPORARY

SHUTDOWN OF DRIVES

CANNOT BE AVOIDED, ONLY

ONE DRIVE SHALL BE SHUT

DOWN AT ANY GIVEN TIME

MANDATORY CONTRACT

REQUIREMENT:

AS INDICATED ON SHEET

GC102, CONTRACTOR SHALL

SEQUENCE THE WORK TO

COMPLETE THE FENCE ALONG

THE NORTH AND EAST SIDES

OF THE CAMPUS AS PART OF

THE NORTH CAMPUS WORK

CONSTRAINT 1:

FOR GATE INSTALLATIONS AT

THE NORTH AND SOUTH

CAMPUS ENTRANCES,

CONTRACTOR SHALL

MAINTAIN CAMPUS ACCESS

THROUGH ONE ENTRANCE AT

ALL TIMES.

CONSTRAINT 2:

INSTALLATION OF THE NORTH

AND SOUTH CAMPUS

ENTRANCE GATES IS

CONTINGENT ON JEFFERSON

DRIVE BEING OPEN FOR

TWO-WAY TRAFFIC FLOW

7. PLAN WORK TO MAINTAIN EMERGENCY

EGRESS FROM ALL EXISTING BUILDINGS AT

ALL TIMES. COORDINATE EXIT LOCATIONS FOR

EACH BUILDING WITH RESIDENT ENGINEER

AND MEDICAL CENTER.

8. MAINTAIN AT LEAST ONE MEANS OF

PEDESTRIAN AND VEHICULAR ACCESS TO

EACH BUILDING AT ALL TIMES FOR MEDICAL

CENTER OPERATIONS AND EMERGENCY

VEHICLES.

9. PROVIDE TEMPORARY CONCRETE

WALKWAYS WHERE REQUIRED WHEN

EXISTING WALKWAYS AND BUILDING

ENTRANCES OR EXITS ARE IMPACTED BY

CONSTRUCTION. REMOVE TEMPORARY

WALKWAYS WHEN EXISTING WALKWAYS ARE

RESTORED FOR USE OR NEW WALKWAYS ARE

CONSTRUCTED AND AVAILABLE FOR USE.

10. PROVIDE AND MAINTAIN TEMPORARY

SIGNAGE, BARRICADES, TRENCH COVERS,

ETC. TO RE-DIRECT TRAFFIC FLOW, PARKING,

ETC. INCLUDING PEDESTRIAN TRAFFIC.

11. WORK THAT CANNOT BE PERFORMED SO

AS TO MAINTAIN MEDICAL CENTER

OPERATIONS, EMERGENCY VEHICLE ACCESS,

ETC. SHALL BE SCHEDULED WITH THE

RESIDENT ENGINEER AND MEDICAL CENTER

AS APPROVED SHUT DOWNS OR PERFORMED

DURING OTHER THAN NORMAL WORK HOURS

TO MAINTAIN NORMAL MEDICAL CENTER

WORK HOUR OPERATIONS.

12. PORTIONS OF EXISTING STORM AND

SANITARY SEWERS THAT NEED TO REMAIN IN

PLACE AND ACTIVE, PRIOR TO THE

COMPLETION OF RE-ROUTING THE ENTIRE

UTILITY SERVICE, SHALL BE TEMPORARILY

CONNECTED TO THEIR NEW CONSTRUCTION

OR BY-PASS PUMP TO THEIR NEW

CONSTRUCTION FOR THE DURATION THE

EXISTING PORTIONS HAVE TO REMAIN IN

PLACE AND ACTIVE.

13. ALL MAJOR UTILITY SHUTDOWNS

REQUIRED TO CONNECT NEW UTILITY

SERVICES SHALL BE COORDINATED WITH THE

RESIDENT ENGINEER NOT LESS THAN FIFTEEN

(15) CALENDAR DAYS PRIOR TO THE

SHUTDOWN OCCURRING. CONTRACTOR

SHALL COORDINATE ALL REQUIRED UTILITY

SHUTDOWNS WITH THE RESIDENT ENGINEER

TO ESTABLISH THOSE WHICH REQUIRE 15

CALENDAR DAYS NOTICE PRIOR TO WORK

BEING PERFORMED.

14. CONTRACTOR TO MAINTAIN TRAFFIC FLOW

TO AND AROUND ALL EXISTING BUILDINGS

AND PARKING AT ALL TIMES FOR THE

DURATION OF THE PROJECT. TEMPORARY

DISRUPTIONS SHALL BE APPROVED BY THE

RESIDENT ENGINEER AND MEDICAL CENTER

PRIOR TO WORK BEING PERFORMED IN THE

VICINITY OF THESE BUILDINGS.

CONSTRUCTION DURATION

(530 CALENDAR DAYS)

NOTE: THIS DIAGRAM IS INTENDED TO SET FORTH THE GENERAL

SEQUENCING OF ALL WORK OF THE PROJECT. IT IS NOT INTENDED TO

DICTATE CONTRACTOR MEANS AND METHODS, BUT THE GENERAL

NOTES ARE INTENDED TO CONVEY THE ABILITY FOR THE CONTRACTOR

TO PERFORM WORK CONCURRENTLY AS APPROVED BY THE RESIDENT

ENGINEER.

Acoustical Ceiling Submittals

REFER TO GENERAL NOTE 2B

THIS SHEET

STEAM MANHOLE REPAIRS

REFER TO SHEET GC101 FOR

ADDITIONAL INFORMATION

DIAGRAM FOR OVERALL

CONSTRUCTION SEQUENCING

GC100

CMU/SBCMU

2 57 No. Date Revisions

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

JEFFERSON BARRACKS DIVISION

ARCHITECT: CAMPUS DEMOLITION &

PAVING

657-313H Office of

Construction and Facilities

Management o n e e i g h t h i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2019 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 2011014429

MECHANICAL/ELECTRICAL/PLUMBING/

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862 5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL

CONSULTING, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

ofDwg.

29 OCTOBER 2012

SEQUENCE 1B

REMOVE SITE LIGHTING

DEMO EXISTING PAVING

SEQUENCE 1C

STORM SEWER

MH-1 TO MH-4

MH-2 TO INLET 9, MH-11

MH-4 TO INLET 12

DEMO EXISTING UTILITIES

SEQUENCE 1E

ELECTRICAL AND

TECHNOLOGY UNDERGROUND

SERVICES

RETAINING WALL

SITE GRADING

SUBGRADE AND BASE

SEQUENCE 1F

CURB/GUTTER, SIDEWALKS,

SITE LIGHTING

FINAL PAVING

ENERGENCY CALL STATIONS

AND ACCESS CONTROL GATES

LANDSCAPING AND

BIO-RETENTION

SEQUENCE 1G

FINAL INSPECTION AND

ACCEPTANCE

SEQUENCE 3A

REMOVE SITE LIGHTING AT

B-25 AND REPLACE WITH NEW

N O

T I C

E

T

O

P

R O

C E

E D

N

T P

CONSTRAINT

TURN OVER SEQUENCE 1 TO

MEDICAL CENTER PRIOR TO

STARTING SEQUENCE 2

CONSTRAINT

SCHEDULE SHUTDOWNS WITH

RESIDENT ENGINEER PRIOR

TO CONNECTING NEW WATER

LINES TO EXISTING AND B2

SEQUENCE 2E

SITE GRADING

ELECTRICAL AND

TECHNOLOGY UNDERGROUND

SERVICES

SUBGRADE AND BASE

SEQUENCE 2F

CURB/GUTTER, SIDEWALKS,

SITE LIGHTING

FINAL PAVING

EMERGENCY CALL STATIONS

LANDSCAPING AND

BIO-RETENTION

SEQUENCE 2G

FINAL INSPECTION AND

ACCEPTANCE

CONSTRAINT

TURN OVER SEQUENCE 2 TO

MEDICAL CENTER PRIOR TO

STARTING SEQUENCE 3

SEQUENCE 3B

REMOVE EXISTING SITE

LIGHTING

DEMO EXISTING PAVING AND

ELECTRICAL

ELECTRICAL UNDERGROUND

SERVICE

SUBGRADE AND BASE

CURB/GUTTER, SIDEWALKS,

SITE LIGHTING

FINAL PAVING

LANDSCAPING

CONSTRAINT

RE-ROUTE TRAFFIC FLOW TO

MAINTAIN ACCESS FROM

JEFFERSON DRIVE TO GRAVES

STREET

COORDINATE RE-ROUTING OF

ACCESS TO B-1 WITH

RESIDENT ENGINEER AND

MEDICAL CENTER. ESTABLISH

A TEMPORARY

DROP-OFF/PICK UP LOCATION

FOR PATIENTS

SEQUENCE 3C

FINAL INSPECTION AND

ACCEPTANCE

GENERAL NOTES - STEAM MANHOLE REPAIRS:

1. REFER TO THE CAMPUS STEAM SYSTEM

MANHOLE REPAIR DRAWINGS FOR

ADDITIONAL INFORMATION.

2. STEAM SYSTEM INTERRUPTIONS AND

MANHOLE ACCESS FOR PERFORMANCE

OF THE MANHOLE REPAIR WORK IS

SEASON AND TEMPERATURE DEPENDENT

AND SUBJECT TO THE APPROVAL OF THE

RESIDENT ENGINEER AND MEDICAL

CENTER AT ALL TIMES. THE MEDICAL

CENTER'S OPERATIONS AND NEED FOR

THE STEAM SYSTEM TO BE OPERATIONAL

SHALL TAKE PRECEDENCE AND DICTATE

WHEN THE STEAM SYSTEM CAN BE SHUT

DOWN FOR THE MANHOLE REPAIR WORK

TO BE PERFORMED. ALL STEAM SYSTEM

SHUTDOWNS SHALL BE SCHEDULED WITH

THE RESIDENT ENGINEER AND MEDICAL

CENTER NOT LATER THAN TEN (10) WORK

DAYS PRIOR TO WHEN THE CONTRACTOR

NEEDS THE STEAM SYSTEM SHUT DOWN.

FAILURE OF THE CONTRACTOR TO

SCHEDULE SHUTDOWNS IN ADVANCE

SHALL NOT ENTITLE THE CONTRACTOR TO

ADDITIONAL COMPENSATION OR AN

EXTENSION OF CONTRACT TIME.

3. THE CONTRACTOR SHALL COMMENCE

PERFORMANCE OF THE STEAM MANHOLE

REPAIR WORK UPON NOTICE TO PROCEED

AND SHALL COMPLETE AS MANY REPAIRS

AS CAN BE ACCOMPLISHED BY OCTOBER

15, 2020 AFTER WHICH THE GOVERNMENT

ANTICIPATES THAT STEAM SYSTEM

OPERATION CANNOT BE INTERRUPTED

DUE TO NEED FOR HEATING CAMPUS

FACILITIES. THOSE MANHOLE REPAIRS

NOT COMPLETED PRIOR TO THIS DATE

SHALL BE COMPLETED AT THE EARLIEST

OPPORTUNITY AFFORDED BY MEDICAL

CENTER OPERATIONS AND DAILY

TEMPERATURES FORECASTED TO REMAIN

ABOVE 55 DEGREES FAHRENHEIT

THROUGHOUT ANY REQUIRED STEAM

OUTAGES NECESSARY TO FACILITATE

WORK. CONTRACTOR SHALL ANTICIPATE

THAT COMPLETION OF ALL MANHOLE

REPAIRS MAY BE INTERRUPTED AND HAVE

TO BE POSTPONED DUE TO SEASONAL

AND TEMPERATURE DEMAND FOR THE

STEAM SYSTEM TO BE OPERATIONAL FOR

MEDICAL CENTER OPERATIONS.

4. AFTER CONTRACT AWARD AND NOT

LATER THAN FIVE (5) WORK DAYS AFTER

NOTICE TO PROCEED, CONTRACTOR

SHALL SUBMIT, FOR REVIEW AND

APPROVAL BY THE RESIDENT ENGINEER

AND MEDICAL CENTER, A SEQUENCING

AND SCHEDULING PLAN FOR

PERFORMANCE OF THE MANHOLE REPAIR

WORK. SUCH PLAN SHALL INCLUDE, BUT

NOT BE LIMITED TO, ESTABLISHING THE

FIRST MANHOLE TO BE REPAIRED AND

PROGRESSION OF THE REPAIR WORK BY

MANHOLE AROUND THE CAMPUS; DATES

WHEN STEAM SYSTEM SHUTDOWNS NEED

TO OCCUR FOR EACH MANHOLE TO BE

REPAIRED; MANHOLE SHUTDOWNS

REQUIRED TO ISOLATE A SPECIFIC

MANHOLE FOR PERFORMANCE OF THE

REPAIR WORK; DURATION FOR

PERFORMANCE OF THE REPAIR WORK IN

EACH MANHOLE; DATES OR PERIOD OF

TIME WHEN THE STEAM SYSTEM CAN BE

RE-ENERGIZED FOR OPERATION; AND ANY

OTHER DEFINITIVE AND SPECIFIC

INFORMATION REQUIRED BY THE

RESIDENT ENGINEER OR MEDICAL

CENTER FOR SEQUENCING AND

SCHEDULING THE PERFORMANCE OF ALL

MANHOLE REPAIR WORK. CONTRACTOR'S

SEQUENCING AND SCHEDULING PLAN

SHALL ACCOUNT FOR A REASONABLE

AMOUNT OF FLOAT TIME IN ANTICIPATION

OF UNEXPECTED DELAYS DUE TO

INCLEMENT WEATHER OR OTHER CAUSE

FOR DELAY THAT CAN BE ANTICIPATED BY

THE CONTRACTOR TO OCCUR, INCLUDING

POSTPONEMENT OF WORK DUE TO

SEASONAL DEMAND FOR THE STEAM

SYSTEM TO BE OPERATIONAL.

CONTRACTOR SHALL NOT BE ENTITLED

TO ADDITIONAL COMPENSATION OR AN

EXTENSION OF CONTRACT TIME IF

REASONABLE FLOAT TIME IS NOT

INCLUDED IN THE CONTRACTOR'S

SEQUENCING AND SCHEDULING PLAN.

CONTRACTOR'S SEQUENCING AND

SCHEDULING PLAN SHALL BE

PERIODICALLY UPDATED BY THE

CONTRACTOR AS REQUIRED BY THE

RESIDENT ENGINEER.

5. UPON COMPLETION OF REPAIRS IN EACH

MANHOLE AND UPON COMPLETION OF

REPAIRS IN ALL MANHOLES, CONTRACTOR

SHALL REQUEST OF THE RESIDENT

ENGINEER AND MEDICAL CENTER THAT

THE STEAM SYSTEM BE RE-ENERGIZED TO

TEST THE REPAIRS MADE. SUCH TESTING

SHALL BE WITNESSED BY THE RESIDENT

ENGINEER, MEDICAL CENTER AND

CONTRACTOR AND DEFICIENCIES

OBSERVED SHALL BE NOTED TO BE

REPAIRED BY THE CONTRACTOR AND AT

THE CONTRACTOR'S EXPENSE PRIOR TO

ACCEPTANCE OF ALL MANHOLE REPAIRS

BY THE GOVERNMENT. CONTRACTOR

SHALL WARRANTY THE MANHOLE REPAIR

WORK FOR A PERIOD OF TIME THAT

COVERS FULL OPERATION OF THE STEAM

SYSTEM OVER TWO (2) HEATING SEASON

PERIODS AFTER ACCEPTANCE OF ALL

MANHOLE REPAIR WORK BY THE

GOVERNMENT.

SEQUENCE 1A

INSTALL NEW 8" WATER LINE

BEHIND B2 AND B18 AND

RESTORE EXISTING

CONDITIONS

CONSTRAINT

SCHEDULE SHUTDOWNS WITH

RESIDENT ENGINEER PRIOR

TO CONNECTING NEW LINE TO

EXISTING LINES AND B2 AND

B18

SEQUENCE 1D

CONSTRUCT MH-S19 AND

INSTALL HPS PIPING SOUTH

TO JUST OUTSIDE B18

INSTALL HPS PIPING FROM

MH-S19 TO JUST OUTSIDE B3

EXTEND HPS PIPING NORTH

FROM MH-S19 AND CAP FOR

EXTENDING IN SEQUENCE 2

CONSTRAINT

NEW HPS CONNECTIONS TO

B3 AND B18 CANNOT OCCUR

UNTIL HPS PIPING IS

COMPLETE IN MH-S6 DURING

SEQUENCE 2

SEQUENCE 2B

EXTEND HPS PIPING FROM

MH-S19 TO MH-S6

MAKE HPS CONNECTIONS IN

MH-S6, MH-S19, AT B3 AND B18

CONSTRAINT

ALL HPS CONNECTIONS HAVE

TO OCCUR CONCURRENTLY

ALL HPS CONNECTIONS TO BE

PERFORMED DURING WARM

WEATHER CONDITIONS AS

DETERMINED BY RESIDENT

ENGINEER

SCHEDULE SHUTDOWN WITH

RESIDENT ENGINEER PRIOR

TO MAKING CONNECTIONS.

SEQUENCE 2C

CONSTRUCT MH-S20 AND

INSTALL HPS PIPING FROM

MH-S6 TO JUST OUTSIDE B1

AND B24

MAKE CONNECTION IN MH-S6,

AT B1 AND AT B24

CONSTRAINT

ALL HPS CONNECTIONS HAVE

TO OCCUR CONCURRENTLY

ALL HPS CONNECTIONS TO BE

PERFORMED DURING WARM

WEATHER CONDITIONS AS

DETERMINED BY RESIDENT

ENGINEER

SCHEDULE SHUTDOWNS WITH

RESIDENT ENGINEER PRIOR

TO MAKING HPS

CONNECTIONS.

SEQUENCE 2A

REMOVE SITE LIGHTING

DEMO EXISTING PAVING

SEQUENCE 2D

STORM SEWER

MH-4 TO MH-5

MH-5 TO INLET 6, INLET 7

MH-5 TO INLET 10

INLET 8 TO INLET EX-1

WATER

INSTALL NEW 8" LINE EAST TO

WEST INCLUDING NEW FIRE

HYDRANTS AND CONNECTION

TO B2

INSTALL NEW 8" LINE ON EAST

SIDE WEST OF FISCHER

HOUSE

STEAM MANHOLE REPAIRS

REFER TO CAMPUS STEAM

SYSTEM MANHOLE REPAIR

DRAWINGS FOR ADDITIONAL

INFORMATION

REFER TO GENERAL NOTES

THIS SHEET

DIAGRAM FOR CONSTRUCTION

SEQUENCING - SOUTH CAMPUS AREA

GC101

CMU/SBCMU

2 57 No. Date Revisions

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

JEFFERSON BARRACKS DIVISION

ARCHITECT: CAMPUS DEMOLITION &

PAVING

657-313H Office of

Construction and Facilities

Management o n e e i g h t h i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2019 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 2011014429

MECHANICAL/ELECTRICAL/PLUMBING/

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862 5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL

CONSULTING, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

ofDwg.

29 OCTOBER 2012

CONSTRUCTION

ENTRANCE

WEST CAMPUS

PROJECT

BOUNDARY

CURRENT

CONSTRUCTION

UNDER SEPARATE

CONTRACT

NORTH CAMPUS

PROJECT BOUNDARY

PORTION OF PERIMETER FENCE TO

BE COMPLETED WITH NORTH

CAMPUS (REFER TO CIVIL DRAWINGS

FOR REMAINDER OF FENCE WORK)

CONTRACTOR'S

STAGING AREA

(TO BE RESTORED BY

CONTRACTOR UPON

COMPLETION OF ALL

WORK)

CURRENT

CONSTRUCTION UNDER

SEPARATE CONTRACT

SEQUENCE 3

SEQUENCE 2

SEQUENCE 1

SOUTH CAMPUS

PROJECT

BOUNDARY

SEQUENCE 3

SEQUENCE 2

SEQUENCE 1

CEMETERY PROPERTY

(CONSTRUCTION UNDER

SEPARATE CONTRACT)

PORTION OF

PERIMETER FENCE

TO BE COMPLETED

WITH NORTH

CAMPUS (REFER TO

CIVIL DRAWINGS

FOR REMAINDER OF

FENCE WORK)

REFER TO CIVIL DRAWINGS

FOR ROUTING OF NEW

PERIMETER FENCE

START

FENCE

WORK

LEGEND

EXISTING BUILDING

PROPERTY LINE

BUILDING NUMBER

PROJECT BOUNDARY

PLAN TRUE

No. Date Revisions

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

JEFFERSON BARRACKS DIVISION

ARCHITECT: CAMPUS DEMOLITION & PAVING 657-313H Office of

Construction and Facilities

Management o n e e i g h t h i n c h o n e f o o t

B

A

C

D

E

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

VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

THE SEAL (S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2019 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 2011014429

MECHANICAL/ELECTRICAL/PLUMBING/

TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862 5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL

CONSULTING, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

OVERALL PROJECT BOUNDARY PLAN

GC102

CMU/SBCMU29 OCTOBER 2012

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NORTH GATE ENTRANCE DRIVE

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KOCH ROAD

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SOUTH GATE ENTRANCE DRIVE

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JEFFERSON DRIVE

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1CC

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EXISTING TRAILER

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AutoCAD SHX Text 8.45'

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BUS STOP

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SHELTER

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CONC.

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CONC. CURB

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CONC. CURB

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RIP-RAP

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WV

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TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

JEFFERSON BARRACKS DIVISION

CAMPUS DEMOLITION & PAVING

(NORTH)

657-313H Office of Construction and Facilities Management

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING/TECHNOLOGY:

IMEG CORPORATION

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146-4235

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2019 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 000842

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HAZARDOUS MATERIAL

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ABATEMENT SPECIFICATIONS

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HA001-N

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LNW

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RBR

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AutoCAD SHX Text HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS MEDICAL FACILITY IMPROVEMENTS AND NCA EXPANSION PROJECT #657-313H PART 1 - GENERAL PROJECT NAME IS MEDICAL FACILITY IMPROVEMENTS AND MEDICAL FACILITY IMPROVEMENTS AND NCA EXPANSION LOCATED AT THE VAMC JEFFERSON LOCATED AT THE VAMC JEFFERSON BARRACKS DIVISION IN ST. LOUIS, MISSOURI. THE VA PROJECT NUMBER IS 657-313H AND CONTRACT NUMBER IS VA101(183B4)-P-0023. 1.1 SUMMARY OF THE WORK SUMMARY OF THE WORK 1.1.1 CONTRACT DOCUMENTS AND RELATED REQUIREMENTS DRAWINGS, GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 01 SPECIFICATIONS, SHALL APPLY TO THE WORK OF THIS SECTION. THE CONTRACT DOCUMENTS SHOW THE WORK TO BE DONE UNDER THE CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS IMPACTING THE PROJECT. RELATED REQUIREMENTS AND CONDITIONS INCLUDE APPLICABLE CODES AND REGULATIONS, NOTICES AND PERMITS, EXISTING SITE CONDITIONS AND RESTRICTIONS ON USE OF THE SITE, REQUIREMENTS FOR PARTIAL OWNER OCCUPANCY DURING THE WORK, COORDINATION WITH OTHER WORK AND THE PHASING OF THE WORK. IN THE EVENT THE ASBESTOS ABATEMENT CONTRACTOR DISCOVERS A CONFLICT IN THE CONTRACT DOCUMENTS AND/OR REQUIREMENTS OR CODES, THE CONFLICT MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER FOR RESOLUTION. WHENEVER THERE IS A CONFLICT OR OVERLAP IN THE REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. ANY ACTIONS TAKEN BY THE CONTRACTOR WITHOUT OBTAINING GUIDANCE FROM THE CONTRACTING OFFICER SHALL BECOME THE SOLE RISK AND RESPONSIBILITY OF THE ASBESTOS ABATEMENT CONTRACTOR. ALL COSTS INCURRED DUE TO SUCH ACTION ARE ALSO THE RESPONSIBILITY OF THE ASBESTOS ABATEMENT CONTRACTOR. 1.1.2 EXTENT OF WORK A. THIS WORK IS REQUIRED DUE TO THE MEDICAL THIS WORK IS REQUIRED DUE TO THE MEDICAL FACILITY IMPROVEMENTS AND NCA EXPANSION AT THE VAMC JEFFERSON BARRACKS DIVISION IN ST. LOUIS, MISSOURI. THE BUILDINGS THAT ARE SCHEDULED FOR DEMOLITION ARE PROVIDED BELOW: BUILDING 61 BUILDING 63 ALL BUILDINGS HAVE ASBESTOS-CONTAINING MATERIALS (ACM) AND OTHER HAZARDOUS MATERIALS THAT REQUIRE REMOVAL. THE FOLLOWING TABLES PROVIDE THE ASBESTOS-CONTAINING BUILDING MATERIALS THAT WILL REQUIRE ABATEMENT PRIOR TO DEMOLITION OF THESE BUILDINGS. PLEASE NOTE THESE QUANTITIES AND LOCATIONS ARE SHOWN ON ALL THE DRAWINGS.

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HAZARDOUS MATERIAL ABATEMENT SPECIFICATIONS

AutoCAD SHX Text OTHER HAZARDOUS MATERIALS WERE SURVEYED IN EACH BUILDING. THESE INCLUDED BALLASTS, FLUORESCENT FIXTURES AND LAMPS, MERCURY VAPOR LIGHTS, FIRE EXTINGUISHERS, SMOKE DETECTORS, EMERGENCY LIGHTS WITH BATTERY PACKS, WATER FOUNTAINS, HVAC COMPRESSOR, AND REFRIGERATION UNITS. REPRESENTATIVE BALLASTS WERE ASSESSED FROM EACH FLOOR. PLEASE NOTE NOT ALL BALLASTS WERE INSPECTED AND IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HANDLE THESE BALLASTS IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS. THE DRAWINGS IN THIS SUBMITTAL PROVIDE THE LOCATIONS AND DESCRIPTIONS OF EQUIPMENT FOR BIDDING PURPOSES. WORK PROCEDURES ARE ALSO PROVIDED FOR HANDLING THESE ITEMS DURING THE REMOVAL AND DISPOSAL PROCESS. LEAD-BASED PAINT IS NOT INCLUDED IN THIS PHASE SINCE ALL THE BUILDINGS ARE BEING DEMOLISHED. FEDERAL AND STATE REGULATIONS WILL ALLOW ANY LEAD-BASED PAINT TO BE REMOVED WITH THE DEMOLITION DEBRIS. THE FOLLOWING TABLES PROVIDE THE MATERIALS AND EQUIPMENT THAT WERE LOCATED IN EACH BUILDING.

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1.4.2 GLOSSARY (CONT.) ASBESTOS - INCLUDES CHRYSOTILE, AMOSITE, - INCLUDES CHRYSOTILE, AMOSITE, CROCIDOLITE, TREMOLITE ASBESTOS, ANTHOPHYLLITE ASBESTOS, ACTINOLITE ASBESTOS, AND ANY OF THESE MINERALS THAT HAVE BEEN CHEMICALLY TREATED OR ALTERED. ASBESTOS ALSO INCLUDES PACM, AS DEFINED BELOW. ASBESTOS-CONTAINING MATERIAL (ACM) - ANY MATERIAL - ANY MATERIAL CONTAINING MORE THAN ONE PERCENT OF ASBESTOS. ASBESTOS CONTAMINATED ELEMENTS (ACE) - BUILDING - BUILDING ELEMENTS SUCH AS CEILINGS, WALLS, LIGHTS, OR DUCTWORK THAT ARE CONTAMINATED WITH ASBESTOS. ASBESTOS-CONTAINING WASTE MATERIAL - - ASBESTOS-CONTAINING MATERIAL OR ASBESTOS CONTAMINATED OBJECTS REQUIRING DISPOSAL. ASBESTOS WASTE DECONTAMINATION FACILITY - A SYSTEM - A SYSTEM CONSISTING OF DRUM/BAG WASHING FACILITIES AND A TEMPORARY STORAGE AREA FOR CLEANED CONTAINERS OF ASBESTOS WASTE. USED AS THE EXIT FOR WASTE AND EQUIPMENT LEAVING THE REGULATED AREA. IN AN EMERGENCY, IT MAY BE USED TO EVACUATE PERSONNEL. AUTHORIZED PERSON - ANY PERSON AUTHORIZED BY THE - ANY PERSON AUTHORIZED BY THE VA, THE CONTRACTOR, OR GOVERNMENT AGENCY AND REQUIRED BY WORK DUTIES TO BE PRESENT IN REGULATED AREAS. AUTHORIZED VISITOR - ANY PERSON APPROVED BY THE - ANY PERSON APPROVED BY THE VA; THE CONTRACTOR; OR ANY GOVERNMENT AGENCY HAVING JURISDICTION OVER THE REGULATED AREA. BARRIER - ANY SURFACE THE ISOLATES THE REGULATED - ANY SURFACE THE ISOLATES THE REGULATED AREA AND INHIBITS FIBER MIGRATION FROM THE REGULATED AREA. CONTAINMENT BARRIER - AN AIRTIGHT BARRIER - AN AIRTIGHT BARRIER CONSISTING OF WALLS, FLOORS, AND/OR CEILINGS OF SEALED PLASTIC SHEETING WHICH SURROUNDS AND SEALS THE OUTER PERIMETER OF THE REGULATED AREA. CRITICAL BARRIER - THE BARRIER RESPONSIBLE FOR - THE BARRIER RESPONSIBLE FOR ISOLATING THE REGULATED AREA FROM ADJACENT SPACES, TYPICALLY CONSTRUCTED OF PLASTIC SHEETING SECURED IN PLACE AT OPENINGS SUCH AS DOORS, WINDOWS, OR ANY OTHER OPENING INTO THE REGULATED AREA. PRIMARY BARRIER - BARRIERS PLACED OVER CRITICAL - BARRIERS PLACED OVER CRITICAL BARRIERS AND EXPOSED DIRECTLY TO ABATEMENT WORK. SECONDARY BARRIER - ANY ADDITIONAL SHEETING USED - ANY ADDITIONAL SHEETING USED TO ISOLATE AND PROVIDE PROTECTION FROM DEBRIS DURING ABATEMENT WORK. BREATHING ZONE - THE HEMISPHERE FORWARD OF THE - THE HEMISPHERE FORWARD OF THE SHOULDERS WITH A RADIUS OF ABOUT 150 - 225 MM (6 - 9 INCHES) FROM THE WORKER'S NOSE. BRIDGING ENCAPSULANT - AN ENCAPSULANT THAT FORMS - AN ENCAPSULANT THAT FORMS A LAYER ON THE SURFACE OF THE ACM. BUILDING/FACILITY OWNER - THE LEGAL ENTITY, INCLUDING - THE LEGAL ENTITY, INCLUDING A LESSEE, WHICH EXERCISES CONTROL OVER MANAGEMENT AND RECORDKEEPING FUNCTIONS RELATING TO A BUILDING AND/OR FACILITY IN WHICH ASBESTOS ACTIVITIES TAKE PLACE. BULK TESTING - THE COLLECTION AND ANALYSIS OF - THE COLLECTION AND ANALYSIS OF SUSPECT ASBESTOS CONTAINING MATERIALS. CERTIFIED INDUSTRIAL HYGIENIST (CIH) - ONE CERTIFIED IN - ONE CERTIFIED IN PRACTICE OF INDUSTRIAL HYGIENE BY THE AMERICAN BOARD OF INDUSTRIAL HYGIENE. AN INDUSTRIAL HYGIENIST CERTIFIED IN COMPREHENSIVE PRACTICE BY THE AMERICAN BOARD OF INDUSTRIAL HYGIENE. CLASS I ASBESTOS WORK - ACTIVITIES INVOLVING THE - ACTIVITIES INVOLVING THE REMOVAL OF THERMAL SYSTEM INSULATION (TSI) AND SURFACING ACM AND PRESUMED ASBESTOS CONTAINING MATERIAL (PACM). CLASS II ASBESTOS WORK - ACTIVITIES INVOLVING THE - ACTIVITIES INVOLVING THE REMOVAL OF ACM WHICH IS NOT THERMAL SYSTEM INSULATION OR SURFACING MATERIAL. THIS INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF ASBESTOS-CONTAINING WALLBOARD, FLOOR TILE AND SHEETING, ROOFING AND SIDING SHINGLES, AND CONSTRUCTION MASTIC. CLEAN ROOM/CHANGING ROOM - AN UNCONTAMINATED - AN UNCONTAMINATED ROOM HAVING FACILITIES FOR THE STORAGE OF EMPLOYEE'S STREET CLOTHING AND UNCONTAMINATED MATERIALS AND EQUIPMENT. CLEARANCE SAMPLE - THE FINAL AIR SAMPLE TAKEN - THE FINAL AIR SAMPLE TAKEN AFTER ALL ASBESTOS WORK HAS BEEN DONE AND VISUALLY INSPECTED. PERFORMED BY THE VA'S INDUSTRIAL HYGIENE CONSULTANT (VPIH/CIH. CLOSELY RESEMBLE - THE MAJOR WORKPLACE - THE MAJOR WORKPLACE CONDITIONS WHICH HAVE CONTRIBUTED TO THE LEVELS OF HISTORIC ASBESTOS EXPOSURE, ARE NO MORE PROTECTIVE THAN CONDITIONS OF THE CURRENT WORKPLACE. COMPETENT PERSON - IN ADDITION TO THE DEFINITION IN - IN ADDITION TO THE DEFINITION IN 29 CFR 1926.32(F), ONE WHO IS CAPABLE OF IDENTIFYING EXISTING ASBESTOS HAZARDS IN THE WORKPLACE AND SELECTING THE APPROPRIATE CONTROL STRATEGY FOR ASBESTOS EXPOSURE, WHO HAS THE AUTHORITY TO TAKE PROMPT CORRECTIVE MEASURES TO ELIMINATE THEM, AS SPECIFIED IN 29 CFR 1926.32(F); IN ADDITION, FOR CLASS I AND II WORK WHO IS SPECIALLY TRAINED IN A TRAINING COURSE WHICH MEETS THE CRITERIA OF EPA'S MODEL ACCREDITATION PLAN (40 CFR 763) FOR SUPERVISOR.

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1.2 VARIATIONS IN QUANTITY THE QUANTITIES AND LOCATIONS OF ACM AS INDICATED ON THE DRAWINGS AND THE EXTENT OF WORK INCLUDED IN THIS SECTION ARE ESTIMATED WHICH ARE LIMITED BY THE PHYSICAL CONSTRAINTS IMPOSED BY OCCUPANCY OF THE BUILDINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY QUANTITIES, LOCATIONS, AND ACCESSIBILITY REQUIREMENTS OF ALL ASBESTOS-CONTAINING MATERIALS WITHIN THE BUILDINGS. 1.3 STOP ASBESTOS REMOVAL IF THE CONTRACTING OFFICER OR THEIR FIELD REPRESENTATIVE PRESENTS A WRITTEN STOP ASBESTOS STOP ASBESTOS REMOVAL ORDER, THE ABATEMENT , THE ABATEMENT CONTRACTOR/PERSONNEL SHALL IMMEDIATELY STOP ALL ASBESTOS REMOVAL AND ADEQUATELY WET ANY EXPOSED ACM. THE CONTRACTOR SHALL NOT RESUME ANY ASBESTOS REMOVAL ACTIVITY UNTIL AUTHORIZED TO DO SO BY THE VA REPRESENTATIVE. A STOP ASBESTOS REMOVAL ORDER MAY BE ISSUED AT ANY TIME THE VA REPRESENTATIVE DETERMINES ABATEMENT CONDITIONS/ ACTIVITIES ARE NOT WITHIN SPECIFICATION REQUIREMENTS. WORK STOPPAGE SHALL CONTINUE UNTIL CONDITIONS HAVE BEEN CORRECTED TO THE SATISFACTION OF THE VA REPRESENTATIVE. STANDBY TIME AND COSTS FOR CORRECTIVE ACTIONS SHALL BE BORNE BY THE ABATEMENT CONTRACTOR, INCLUDING THE INDUSTRIAL HYGIENIST'S TIME. THE OCCURRENCE OF ANY OF THE FOLLOWING EVENTS SHALL BE REPORTED IMMEDIATELY BY THE ABATEMENT CONTRACTOR IN WRITING TO THE VA REPRESENTATIVE AND SHALL REQUIRE THE CONTRACTOR TO IMMEDIATELY STOP ASBESTOS REMOVAL ACTIVITIES AND INITIATE FIBER REDUCTION ACTIVITIES: A. =/> 0.01 F/CC OUTSIDE A REGULATED AREA; =/> 0.01 F/CC OUTSIDE A REGULATED AREA; B. BREACH/BREAK IN REGULATED AREA BARRIER(S); BREACH/BREAK IN REGULATED AREA BARRIER(S); C. SERIOUS INJURY/DEATH WITHIN THE REGULATED AREA; SERIOUS INJURY/DEATH WITHIN THE REGULATED AREA; D. FIRE/SAFETY EMERGENCY WITHIN THE REGULATED FIRE/SAFETY EMERGENCY WITHIN THE REGULATED AREA; E. RESPIRATORY PROTECTION SYSTEM FAILURE; RESPIRATORY PROTECTION SYSTEM FAILURE; F. POWER FAILURE; OR POWER FAILURE; OR G. EXCESSIVE AIRBORNE FIBERS (>0.5 F/CC) IN THE EXCESSIVE AIRBORNE FIBERS (>0.5 F/CC) IN THE REGULATED AREA WHEN WET METHODS ARE BEING USED. 1.4 DEFINITIONS 1.4.1 GENERAL DEFINITIONS AND EXPLANATIONS HERE ARE NEITHER COMPLETE NOR EXCLUSIVE OF ALL TERMS USED IN THE CONTRACT DOCUMENTS, BUT ARE GENERAL FOR THE WORK TO THE EXTENT THEY ARE NOT STATED MORE EXPLICITLY IN ANOTHER ELEMENT OF THE CONTRACT DOCUMENTS. DRAWINGS MUST BE RECOGNIZED AS DIAGRAMMATIC IN NATURE AND NOT COMPLETELY DESCRIPTIVE OF THE REQUIREMENTS INDICATED THEREIN. 1.4.2 GLOSSARY ABATEMENT - PROCEDURES TO CONTROL FIBER RELEASE - PROCEDURES TO CONTROL FIBER RELEASE FROM ASBESTOS-CONTAINING MATERIALS, TYPICALLY DURING REMOVAL. INCLUDES REMOVAL, ENCAPSULATION, ENCLOSURE, DEMOLITION, AND RENOVATION ACTIVITIES RELATED TO ASBESTOS. ACE - ASBESTOS CONTAMINATED ELEMENTS. - ASBESTOS CONTAMINATED ELEMENTS. ACM - ASBESTOS CONTAINING MATERIAL. - ASBESTOS CONTAINING MATERIAL. AEROSOL - SOLID OR LIQUID PARTICULATE SUSPENDED - SOLID OR LIQUID PARTICULATE SUSPENDED IN AIR. ADEQUATELY WET - SUFFICIENTLY MIXED OR PENETRATED - SUFFICIENTLY MIXED OR PENETRATED WITH LIQUID TO PREVENT THE RELEASE OF PARTICULATES. IF VISIBLE EMISSIONS ARE OBSERVED COMING FROM THE ACM, THEN THAT MATERIAL HAS NOT BEEN ADEQUATELY WETTED. AGGRESSIVE METHOD - REMOVAL OR DISTURBANCE OF - REMOVAL OR DISTURBANCE OF BUILDING MATERIAL BY SANDING, ABRADING, GRINDING, OR OTHER METHOD THAT BREAKS, CRUMBLES, OR DISINTEGRATES INTACT ACM. AGGRESSIVE SAMPLING - EPA AHERA DEFINED - EPA AHERA DEFINED CLEARANCE-SAMPLING METHOD USING AIR-MOVING EQUIPMENT SUCH AS FANS AND LEAF BLOWERS TO AGGRESSIVELY DISTURB AND MAINTAIN IN THE AIR RESIDUAL FIBERS AFTER ABATEMENT. AHERA - ASBESTOS HAZARD EMERGENCY RESPONSE ACT. - ASBESTOS HAZARD EMERGENCY RESPONSE ACT. ASBESTOS REGULATIONS FOR SCHOOLS ISSUED IN 1987. AIRCELL - PIPE OR DUCT INSULATION MADE OF - PIPE OR DUCT INSULATION MADE OF CORRUGATED CARDBOARD WHICH CONTAINS ASBESTOS. AIR MONITORING - THE PROCESS OF MEASURING THE - THE PROCESS OF MEASURING THE FIBER CONTENT OF A KNOWN VOLUME OF AIR COLLECTED OVER A SPECIFIED PERIOD OF TIME. THE NIOSH 7400 METHOD, ISSUE 2 IS USED TO DETERMINE THE FIBER LEVELS IN AIR. AIR SAMPLE FILTER - THE FILTER USED TO COLLECT - THE FILTER USED TO COLLECT FIBERS WHICH ARE THEN COUNTED. THE FILTER IS MADE OF MIXED CELLULOSE ESTER MEMBRANE FOR PCM (PHASE CONTRAST MICROSCOPY) AND POLYCARBONATE FOR TEM (TRANSMISSION ELECTRON MICROSCOPY). AMENDED WATER - WATER TO WHICH A SURFACTANT - WATER TO WHICH A SURFACTANT (WETTING AGENT) HAS BEEN ADDED TO INCREASE THE PENETRATING ABILITY OF THE LIQUID.

AutoCAD SHX Text D. (CONT.) UPON COMPLETION OF THE ABATEMENT AND (CONT.) UPON COMPLETION OF THE ABATEMENT AND UPON COMPLETION OF THE ABATEMENT AND REMOVAL SCOPE OF WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRIOR TO APPLICATION FOR DEMOLITION PERMITS FROM ST. LOUIS COUNTY AND/OR PERFORMANCE OF ANY DEMOLITION ACTIVITIES, THE BUILDINGS AND UTILITIES SHALL BE SUBJECTED TO A FINAL INSPECTION PERFORMED BY THE CONTRACTOR'S LICENSED ASBESTOS INSPECTOR WITHIN THE STATE OF MISSOURI FOR THE PRESENCE OF REMAINING SUSPECT ASBESTOS OR HAZARDOUS MATERIALS. THE INSPECTION FOR REMAINING SUSPECT ASBESTOS OR HAZARDOUS MATERIALS SHALL BE CONDUCTED IN ACCORDANCE TO 40 CFR PART 763 - SUBPART E - ASBESTOS-CONTAINING MATERIALS IN SCHOOLS RULE. IN ADDITION TO THE SAMPLING PROTOCOL WITHIN 40 CFR PART 763, SUBPART E, THE INSPECTION SHALL CONSIST OF A MINIMUM OF THREE (3) SAMPLES OF EACH SUSPECT MATERIAL FOUND DURING THIS FINAL INSPECTION. IF ANY SUSPECT MATERIALS ARE FOUND DURING THIS FINAL INSPECTION, A WRITTEN REPORT SHALL BE PROVIDED BY THE CONTRACTOR'S LICENSED INSPECTOR AND SUBMITTED WITH THE DEMOLITION PERMIT APPLICATION THAT SHALL ESTABLISH THE RESULTS FOUND DURING THIS FINAL INSPECTION AND CERTIFY THIS FINAL INSPECTION MEETS THE STANDARDS SET FORTH BY ST. LOUIS COUNTY AIR POLLUTION CONTROL PROGRAM, (A) ST. LOUIS COUNTY ORDINANCE 612.530, (B) ST. LOUIS COUNTY DEPARTMENT OF PUBLIC HEALTH ASBESTOS ABATEMENT RULES AND REGULATIONS - REGISTRATION, NOTIFICATION AND PERFORMANCE REQUIREMENTS TO SATISFY ST. LOUIS COUNTY REQUIREMENTS FOR DEMOLITION PERMITS. ANY SUSPECT MATERIALS IDENTIFIED DURING THIS FINAL INSPECTION AS ASBESTOS CONTAINING MATERIAL (ACM) OR ASBESTOS CONTAINING BUILDING MATERIAL (ACBM) OR HAZARDOUS MATERIAL SHALL BE ABATED AND REMOVED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. IF NO SUSPECT MATERIALS ARE FOUND DURING THIS FINAL INSPECTION, A LETTER OF NEGATIVE DECLARATION SHALL BE WRITTEN BY THE CONTRACTOR'S LICENSED INSPECTOR TO ACCOMPANY THE WRITTEN REPORT AS DESCRIBED ABOVE TO DOCUMENT NO SUSPECT MATERIALS BEING FOUND AND SUBMITTED WITH THE DEMOLITION PERMIT APPLICATION TO DOCUMENT THE FINAL INSPECTION CONDITIONS TO SATISFY ST. LOUIS COUNTY REQUIREMENTS FOR DEMOLITION PERMITS. S. E. THE FOLLOWING TECHNICAL SPECIFICATIONS ARE TO BE THE FOLLOWING TECHNICAL SPECIFICATIONS ARE TO BE FOLLOWED DURING THE ASBESTOS ABATEMENT ACTIVITIES. PLEASE SEE THE HAZARDOUS MATERIAL CONTROL NOTES FOR ADDITIONAL CONTROL METHODS. 1.1.3 RELATED WORK PLEASE SEE THE GENERAL, FIRE ALARM DEMOLITION, BUILDING 61 DEMOLITION, BUILDING 63 DEMOLITION, SURVEY, CIVIL, LANDSCAPE ARCHITECTURE, ARCHITECTURE, MECHANICAL, ELECTRICAL AND TECHNOLOGY PLANS FOR FURTHER INFORMATION FOR THIS PROJECT. 1.1.4 TASKS THE WORK TASKS ARE SUMMARIZED BRIEFLY AS FOLLOWS: A. PRE-ABATEMENT ACTIVITIES INCLUDING PRE-ABATEMENT ACTIVITIES INCLUDING PRE-ABATEMENT MEETING(S), INSPECTION(S), NOTIFICATIONS, PERMITS, SUBMITTAL APPROVALS, WORK-SITE PREPARATIONS, EMERGENCY PROCEDURES ARRANGEMENTS, AND STANDARD OPERATING PROCEDURES FOR ASBESTOS ABATEMENT WORK. B. ABATEMENT ACTIVITIES INCLUDING REMOVAL, CLEANUP ABATEMENT ACTIVITIES INCLUDING REMOVAL, CLEANUP AND DISPOSAL OF ACM WASTE, RECORD-KEEPING, SECURITY, MONITORING, AND INSPECTIONS. C. CLEANING AND DECONTAMINATION ACTIVITIES INCLUDING CLEANING AND DECONTAMINATION ACTIVITIES INCLUDING FINAL VISUAL INSPECTION, AIR MONITORING, AND CERTIFICATION OF DECONTAMINATION. 1.1.5 CONTRACTORS USE OF PREMISES A. THE CONTRACTOR AND CONTRACTOR'S PERSONNEL THE CONTRACTOR AND CONTRACTOR'S PERSONNEL SHALL COOPERATE FULLY WITH THE VA REPRESENTATIVE/CONSULTANT TO FACILITATE EFFICIENT USE OF BUILDINGS AND AREAS WITHIN BUILDINGS. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE VA SPECIFICATIONS, DRAWINGS, PHASING PLAN AND IN COMPLIANCE WITH ANY/ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS AND REQUIREMENTS. B. THE CONTRACTOR SHALL USE THE EXISTING FACILITIES THE CONTRACTOR SHALL USE THE EXISTING FACILITIES IN THE BUILDING STRICTLY WITHIN THE LIMITS INDICATED IN CONTRACT DOCUMENTS AS WELL AS THE APPROVED PRE-ABATEMENT WORK PLAN. ASBESTOS ABATEMENT DRAWINGS OF PARTIALLY OCCUPIED BUILDINGS SHALL SHOW THE LIMITS OF REGULATED AREAS; THE TEMPORARY LOCATION OF BAGGED WASTE ACM; THE PATH OF TRANSPORT TO OUTSIDE THE BUILDING; AND THE TEMPORARY WASTE STORAGE AREA FOR EACH BUILDING/REGULATED AREA. ANY VARIATION FROM THE ARRANGEMENTS SHOWN ON DRAWINGS SHALL BE SECURED IN WRITING FROM THE VA REPRESENTATIVE THROUGH THE PRE-ABATEMENT PLAN OF ACTION.

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1.4.2 GLOSSARY (CONT.) CONTRACTOR'S PROFESSIONAL INDUSTRIAL HYGIENIST (CPIH) - - THE ASBESTOS ABATEMENT CONTRACTOR'S AIR MONITORING PERSONNEL. THE INDUSTRIAL HYGIENIST MUST MEET THE QUALIFICATION REQUIREMENTS OF THE PIH. COUNT - REFERS TO THE FIBER COUNT OR THE - REFERS TO THE FIBER COUNT OR THE AVERAGE NUMBER OF FIBERS GREATER THAN FIVE MICRONS IN LENGTH PER CUBIC CENTIMETER OF AIR. DECONTAMINATION AREA/UNIT - AN ENCLOSED AREA - AN ENCLOSED AREA ADJACENT TO AND CONNECTED TO THE REGULATED AREA AND CONSISTING OF AN EQUIPMENT ROOM, SHOWER ROOM, AND CLEAN ROOM, WHICH IS USED FOR THE DECONTAMINATION OF WORKERS, MATERIALS, AND EQUIPMENT THAT ARE CONTAMINATED WITH ASBESTOS. DEMOLITION - THE WRECKING OR TAKING OUT OF ANY - THE WRECKING OR TAKING OUT OF ANY LOAD-SUPPORTING STRUCTURAL MEMBER AND ANY RELATED RAZING, REMOVING, OR STRIPPING OF ASBESTOS PRODUCTS. DISPOSAL BAG - TYPICALLY 6 MIL THICK SIFTPROOF, - TYPICALLY 6 MIL THICK SIFTPROOF, DUSTPROOF, LEAKTIGHT CONTAINER USED TO PACKAGE AND TRANSPORT ASBESTOS WASTE FROM REGULATED AREAS TO THE APPROVED LANDFILL. EACH BAG/CONTAINER MUST BE LABELED/MARKED IN ACCORDANCE WITH EPA, OSHA AND DOT REQUIREMENTS. DISTURBANCE - ACTIVITIES THAT DISRUPT THE MATRIX OF - ACTIVITIES THAT DISRUPT THE MATRIX OF ACM OR PACM, CRUMBLE OR PULVERIZE ACM OR PACM, OR GENERATE VISIBLE DEBRIS FROM ACM OR PACM. DISTURBANCE INCLUDES CUTTING AWAY SMALL AMOUNTS OF ACM OR PACM, NO GREATER THAN THE AMOUNT THAT CAN BE CONTAINED IN ONE STANDARD SIZED GLOVE BAG OR WASTE BAG IN ORDER TO ACCESS A BUILDING COMPONENT. IN NO EVENT SHALL THE AMOUNT OF ACM OR PACM SO DISTURBED EXCEED THAT WHICH CAN BE CONTAINED IN ONE GLOVE BAG OR DISPOSAL BAG WHICH SHALL NOT EXCEED 60 INCHES IN LENGTH OR WIDTH. DRUM - A RIGID, IMPERMEABLE CONTAINER MADE OF - A RIGID, IMPERMEABLE CONTAINER MADE OF CARDBOARD FIBER, PLASTIC, OR METAL WHICH CAN BE SEALED IN ORDER TO BE SIFTPROOF, DUSTPROOF, AND LEAKTIGHT. EMPLOYEE EXPOSURE - THE EXPOSURE TO AIRBORNE - THE EXPOSURE TO AIRBORNE ASBESTOS THAT WOULD OCCUR IF THE EMPLOYEE WERE NOT WEARING RESPIRATORY PROTECTION EQUIPMENT. ENCAPSULANT - A MATERIAL THAT SURROUNDS OR - A MATERIAL THAT SURROUNDS OR EMBEDS ASBESTOS FIBERS IN AN ADHESIVE MATRIX AND PREVENTS THE RELEASE OF FIBERS. ENCAPSULATION - TREATING ACM WITH AN ENCAPSULANT. - TREATING ACM WITH AN ENCAPSULANT. ENCLOSURE - THE CONSTRUCTION OF AN AIR TIGHT, - THE CONSTRUCTION OF AN AIR TIGHT, IMPERMEABLE, PERMANENT BARRIER AROUND ACM TO CONTROL THE RELEASE OF ASBESTOS FIBERS FROM THE MATERIAL AND ALSO ELIMINATE ACCESS TO THE MATERIAL. EQUIPMENT ROOM - A CONTAMINATED ROOM LOCATED - A CONTAMINATED ROOM LOCATED WITHIN THE DECONTAMINATION AREA THAT IS SUPPLIED WITH IMPERMEABLE BAGS OR CONTAINERS FOR THE DISPOSAL OF CONTAMINATED PROTECTIVE CLOTHING AND EQUIPMENT. FIBER - A PARTICULATE FORM OF ASBESTOS, 5 MICRONS - A PARTICULATE FORM OF ASBESTOS, 5 MICRONS OR LONGER, WITH A LENGTH TO WIDTH RATIO OF AT LEAST 3 TO 1.