657.313H.00.Volume 6.pdf

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Drawing Title

Approved: Project Director

Project Title

Revisions

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

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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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VA FORM 08-6231

5 6 87

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5 6 87 94321

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JEFFERSON BARRACKS DIVISION

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.

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

ST. LOUIS, MO 63103

PHONE: (314) 862-5344

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

Department of Veterans Affairs

Date

CERTIFICATE OF

AUTHORITY: 000842

6/25/2020 8:49:08 AM

CAMPUS DEMOLITION & PAVING

(MANHOLE)

29 OCTOBER 2012

657-313H

GI001-M

JLGCMU

COVER SHEET

CAMPUS DEMOLITION & PAVING

(MANHOLE)

VOLUME 6 OF 6

LOCATION MAP

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

DRAWING INDEX

COVER SHEET

GI001-M COVER SHEET 1 of 10

GENERAL

GC100 DIAGRAM FOR OVERALL CONSTRUCTION SEQUENCING 2 of 10

GC101 DIAGRAM FOR CONSTRUCTION SEQUENCING - SOUTH CAMPUS

AREA

GC102 OVERALL PROJECT BOUNDARY PLAN 4 of 10

GC103 SAMPLE CPM NETWORK 5 of 10

MECHANICAL

MS100-M MECHANICAL SITE COVER SHEET 6 of 10

MS101-M MECHANICAL SITE PLAN 7 of 10

MS501-M MECHANICAL DETAILS 8 of 10

MS502-M MECHANICAL DETAILS 9 of 10

MS503-M MECHANICAL DETAILS 10 of 10

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

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

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

AutoCAD SHX Text

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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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AutoCAD SHX Text 53T

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1CC

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1CC

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AutoCAD SHX Text 51T

AutoCAD SHX Text 60T

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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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RIP-RAP

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WV

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