18912 Columbus VA Chiller Plant Revision Final BC Revised - Drawings - Part-3.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 DLM TBARevisions: Date:

757-15-102BID & CONSTRUCTION

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

18912

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022 C-300

EROSION & SEDIMENT

CONTROL NOTES & DETAILS

SEDIMENT POLLUTANT CONTROLS (GENERAL NOTES):

1. PERIMETER SEDIMENT CONTROLS (I.E. SEDIMENT TRAPS, SILT FENCE, COMPOST

SOCKS, COMPOST BERMS, ETC… SHALL BE IMPLEMENTED AS THE FIRST STEP OF

GRADING AND WITHIN SEVEN DAYS FROM THE START OF GRUBBING ANS SHALL

CONTINUE TO FUNCTION UNTIL UPSLOPE AREAS DRAINING TO THEM ARE

PERMANENTLY STABILIZED, OR AS DIRECTED BY THE CITY/VILLAGE ENGINEER, OR

DESIGNATED REPRESENTATIVE.

2. NO EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REMOVED FROM THE SITE

PRIOR TO ADEQUATE PERMANENT STABILIZATION OF THE ASSOCIATED UPLAND

DRAINAGE AREAS AND WITHOUT FIRST OBTAINING AUTHORIZATION FROM THE

CITY/VILLAGE ENGINEER, OR HIS DESIGNATED REPRESENTATIVE, UNLESS THEIR

REMOVAL IS SPECIFICALLY PROVIDED FOR WITHIN THE SITE'S APPROVED PLAN.

3. THERE SHALL BE NO SEDIMENT-LADEN OR TURBID DISCHARGES TO WATER

RESOURCES OR WETLANDS RESULTING FROM DEWATERING ACTIVITIES. IF TRENCH OR

GROUNDWATER CONTAINS SEDIMENT, IT MUST PASS THROUGH A SEDIMENT TRAP OR

OTHER EQUALLY EFFECTIVE SEDIMENT CONTROL DEVICE, PRIOR TO BEING DISCHARGED

FROM THE CONSTRUCTION SITE. ALTERNATIVELY, SEDIMENT MAY BE REMOVED BY

SETTLING IN PLACE OR BY DEWATERING INTO A SUMP PIT, FILTER BAG OR COMPARABLE

PRACTICE. GROUND WATER DEWATERING WHICH DOES NOT CONTAIN SEDIMENT OR

OTHER POLLUTANTS IS NOT REQUIRED TO BE TREATED PRIOR TO DISCHARGE.

HOWEVER, CARE MUST BE TAKEN WHEN DISCHARGING GROUND WATER TO ENSURE

THAT IT DOES NOT BECOME POLLUTANT-LADEN BY TRAVERSING OVER DISTURBED SOILS

OR OTHER POLLUTANT SOURCES.

4. STREETS DIRECTLY ADJACENT TO CONSTRUCTION ENTRANCES AND RECEIVING

TRAFFIC FROM THE DEVELOPMENT AREA, SHALL BE CLEANED DAILY TO REMOVE

SEDIMENT TRACKED OFF-SITE. IF APPLICABLE, THE CATCH BASINS ON THESE STREETS

NEAREST TO THE CONSTRUCTION ENTRANCES SHALL ALSO BE CLEANED WEEKLY.

BASED ON SITE CONDITIONS, THE CITY/VILLAGE ENGINEER, OR HIS DESIGNATED

REPRESENTATIVE, MAY REQUIRE ADDITIONAL BEST MANAGEMENT PRACTICES TO

CONTROL OFF-SITE TRACKING OF DUST.

5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, OR REPRESENTATIVE, TO

PROVIDE INSPECTION OF ALL CONTROLS ON THE SITE AT LEAST ONCE EVERY SEVEN

CALENDAR DAYS, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN

ONE-HALF INCH OF RAIN PER 24 HOUR PERIOD. WHEN INPSECTIONS REVEAL THE NEED

FOR REPAIR, REPLACEMENT, OR INSTALLATION OF EROSION AND SEDIMENT CONTROL

BMP'S, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED:

A. WHEN PRACTICES REQUIRE REPAIR OR MAINTENANCE: THE BMP SHALL

BE REPAIRED WITHIN 3 DAYS OF INSPECTION. EXCEPTION: SEDIMENT

PONDS SHALL BE REPAIRED OR MAINTAINED WITH 10 DAYS OF

INSPECTION.

B. WHEN PRACTICES FAIL TO PROVIDE THEIR INTENDED FUNCTION: A

MORE APPROPRIATE BMP SHALL BE SELECTED AND IMPLEMENTED

WITHIN 10 DAYS OF THE INSPECTION.

C. WHEN PRACTICES DEPICTED IN THE EROSION AND SEDIMENT CONTROL

PLAN ARE NOT INSTALLED: THE BMP SHALL BE INSTALLED WITHIN 10

DAYS OF THE INSPECTION. IF THE INSPECTION REVEALS THAT THE BMP

IS NOT NECESSARY, THE RECORD MUST CONTAIN AN EXPLANATION

FOR THE DECISION.

INSPECTION SHALL BE COMPLETED BY A QUALIFIED PROFESSIONAL IN EROSION AND

SEDIMENT CONTROL PRACTICES. SHOULD THE SITE BECOME DORMANT FOR AN

EXTENDED PERIOD OF TIME AND IS STABILIZED, A WAIVER MAY BE SENT TO THE OHIO

EPA TO REQUEST A REDUCTION TO MONTHLY INSPECTIONS. AFTER EVERY INSPECTION,

A SIGNED CHECKLIST SHALL BE PROVIDED BY THE INSPECTOR.

6. ALL EROSION AND SEDIMENT CONTROL PRACTICES SPECIFIED ON THIS PLAN

SHALL CONFORM WITH THE DETAILS AND SPECIFICATIONS OUTLINED IN THE CURRENT

VERSION OF THE OHIO DEPARTMENT OF NATURAL RESOURCES, "RAINWATER AND LAND

DEVELOPMENT" MANUAL, OR AS SPECIFIED BY THE CITY/VILLAGE ENGINEER, OR

DESIGNATED REPRESENTATIVE.

7. EROSION AND SEDIMENT CONTROL PRACTICES NOT ALREADY SPECIFIED ON THIS

PLAN MAY BE NECESSARY DUE TO UNFORESEEN ENVIRONMENTAL CONDITIONS AND/OR

CHANGES IN DRAINAGE PATTERNS CAUSED BY EARTH-MOVING ACTIVITY. ADDITIONAL

PRACTICES SHALL BE IMPLEMENTED AT THE DEVELOPER'S EXPENSE AS DIRECTED BY

THE CITY/VILLAGE ENGINEER, OR DESIGNATED REPRESENTATIVE.

8. NO STRUCTURAL SEDIMENT CONTROLS (SILT FENCE, SEDIMENT TRAPS, ETC.)

SHALL BE USED IN A WATER RESOURCE OR WETLAND, UNLESS THEIR USE IS

SPECIFICALLY PROVIDED FOR WITHIN THE SITE'S APPROVED PLAN.

9. SOIL STOCKPILES, TOPSOIL OR OTHERWISE, SHALL BE SITUATED AWAY FROM

STREETS, SWALES, OR OTHER WATERWAYS AND SHALL BE SEEDED AND/OR MULCHED

IMMEDIATELY.

10. ON-SITE PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO COMPLY WITH

APPLICABLE REGULATIONS REGARDING FUGITIVE DUST EMISSIONS, INCLUDING

OBTAINING NECESSARY PERMITS FOR SUCH EMISSIONS. THE CITY/VILLAGE ENGINEER,

OR DESIGNATED REPRESENTATIVE, MAY REQUIRE DUST CONTROLS INCLUDING, BUT NOT

LIMITED TO, THE USE OF WATER TRUCKS TO WET DISTURBED AREAS, TAPPING

STOCKPILES, TEMPORARY STABILIZATION OF DISTURBED AREAS, AND REGULATION OF

THE SPEED OF VEHICLES ON THE SITE.

11. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON SHALL HAVE A

MINIMUM OF 80% UNIFORM VEGETATIVE COVER PRIOR TO FINAL INSPECTION AND, IN THE

OPINION OF THE CITY/VILLAGE ENGINEER OR DESIGNATED REPRESENTATIVE, WILL BE

MATURE ENOUGH TO CONTROL EROSION SATISFACTORILY AND SURVIVE SEVERE

WEATHER.

12. CONTRACTOR MUST FILE SWPPP CO-PERMITEE WITH THE EPA. CONTRACTOR MUST

DEVELOP AND MAINTAIN FULLY COMPLIANT SWPP PLAN.

NON-SEDIMENT POLLUTANT CONTROLS (GENERAL NOTES):

1. ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED SANITARY WASTE

MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION.

2. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT:

A. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.

B. ALL MATERIALS STORED ON SITE WILL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR APPROPRIATE CONTAINERS, AND, IF

POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.

C. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURER'S LABEL. SUBSTANCES WILL NOT BE MIXED

WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.

D. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER.

E. THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.

F. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE.

3. IN ADDITION TO PREVIOUS NOTES, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEAN-UP:

A. CONTRACTOR MUST CONTACT OHIO EPA AT 1-800-282-9378, THE LOCAL FIRE DEPARTMENT, AND THE LOCAL EMERGENCY

PLANNING COMMITTEE (LEPC) WITHIN 30 MINUTES OF A SPILL 25 GALLONS OR GREATER.

B. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEAN-UP WILL BE POSTED AND SITE PERSONNEL MADE AWARE OF THE

PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN-UP SUPPLIES.

C. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE.

EQUIPMENT AND MATERIALS WILL INCLUDE, BUT NOT LIMITED TO: BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOFFLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY DESIGNATED FOR THIS PURPOSE.

D. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

E. THE SPILL AREA WILL BE KEPT WELL-VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT

INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.

F. SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF SIZE.

G. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP

MEASURES WILL ALSO BE INCLUDED.

H. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. THEY WILL DESIGNATE SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON SITE.

ER-35N.T.S.

CONCRETE WASHOUT PIT DETAIL

10'

MIN. SANDBAG

AA

PLAN

LATH & FLAGGING

ON ALL SIDES

BERM

10 MIL

PLASTIC

LINING

10 MIL

PLASTIC LINING

BERM

SANDBAG

SECTION A-A

10'

MIN.

B B

PLAN

10 MIL

PLASTIC LINING

TWO-STACKED

2 X 12 ROUGH

WOOD FRAME

STAKE

(TYP)

10 MIL

PLASTIC LINING

WOOD FRAME SECURELY FASTENED

AROUND ENTIRE PERIMETER WITH

TWO STAKES

SECTION A-A

10'

MIN. STAKE (TYP.)

BB

STRAW BALE

(TYP.)

10 MIL

PLASTIC LINING PLAN

2"

1/8" DIA.

STEEL WIRE

STAPLE DETAIL

SECTION B-B

10 MIL

PLASTIC

LINING

STAPLES

(2 PER BALE) BINDING

WIRE

STRAW BALE

(TYP.)

WOOD OR METAL

STAKES (TWO PER

BALE)

NATIVE MATERIAL

(OPTIONAL)

IMPLEMENTATION SCHEDULE & SEQUENCE OF MAJOR CONSTRUCTION OPERATIONS:

NOTE:

ALL SEDIMENT AND EROSION CONTROLS WILL BE INSTALLED WITHIN 7 DAYS OF ALL CLEARING AND GRUBBING OF THE PROPOSED SITE.

A. BEFORE ANY GRADING ACTIVITIES BEGIN:

1. CONSTRUCT 6' HIGH CHAIN LINK CONSTRUCTION FENCING AS NECESSARY TO ENCLOSE SITE

2. INSTALL PERIMETER SILT FENCE PER DETAIL

3. PROVIDE ORANGE CONSTRUCTION FENCING PROTECTION FOR AREAS TO REMAIN UNDISTURBED

4. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE

B. CLEARING AND GRUBBING:

1. INSTALL REMAINING SILT FENCE, PER PLAN REQUIREMENTS

2. CLEAR AND GRUB REMAINING AREAS DESIGNATED ON THE PLAN

3. CONSTRUCT CONCRETE WASHOUT AREA, VEHICLE FUELING AREA, CONSTRUCTION DUMPSTER AREA, AND SOLID, SANITARY, AND

TOXIC WASTE AREA

C. STRIPPING AND STOCKPILING OF TOPSOIL:

1. STRIP TOPSOIL WHERE APPLICABLE AND PLACE IN DESIGNATED STOCKPILE AREA

2. CONSTRUCT SILT FENCE AROUND STOCKPILE

3. INSTALL SOIL STABILIZATION MEASURES AS NEEDED

4. DISTURBED AREAS WHERE CONSTRUCTION WILL CEASE FOR MORE THAN 14 DAYS WILL BE STABILIZED

D. MASS GRADING OPERATIONS:

1. BEGIN MASS GRADING OF SITE PER PLAN

2. INSTALL EROSION CONTROLS MEASURES (ROCK DAMS, EROSION CONTROL MATTING, ETC.), AS NEEDED

3. DISTURBED AREAS WHERE CONSTRUCTION WILL CEASE FOR MORE THAN 14 DAYS WILL BE STABILIZED

E. UTILITY CONSTRUCTION:

1. CONSTRUCT ROOF DOWNSPOUTS, PER PLAN

2. INSTALL SOIL STABILIZATION MEASURES AS NEEDED

F. PAVING OPERATIONS:

1. CONSTRUCT ASPHALT AND CONCRETE PAVING, SIDEWALK, CURB

2. CLEAN AND RESET ALL UTILITY STRUCTURES TO FINAL GRADE

G. FINAL GRADING OPERATIONS:

1. REMOVE TEMPORARY CONCRETE WASHOUT AREA

2. REMOVE ALL TEMPORARY BMPs AND STABILIZE ANY AREAS DISTURBED BY THERE REMOVAL WITH EROSION CONTROLS

3. PREPARE FINAL SEEDING AND LANDSCAPING

H. POST-GRADING OPERATIONS:

1. MONITOR PROGRESS OF SITE STABILIZATION

2. RE-SEED AND REPAIR DAMAGED AREAS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 DLM TBARevisions: Date:

757-15-102BID & CONSTRUCTION

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

18912

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022 C-301

EROSION & SEDIMENT

CONTROL NOTES & DETAILS

ASPHALT

GRAVEL

ASPHALT

BENCH

BENCH

EOI

PIV

K

SC

K

K

K

WV

WV

WV

WV

WV

WV

A-1012

D08

D05

EXISTING

GENERATOR AND PAD

EXISTING STORM LINE

EXISTING STORM LINE

EXISTING BOILER

PLANT

EXISTING SURGERY

CENTER ADDITION

E X

IS

T

IN

G S

T O

R M

L

IN

E

WASHINGTON

W A S H

IN

G

T O

N

EXISTING

DETENTION POND

EXISTING

SURGERY CENTER D09

D10

D10

D11

EXISTING

OXYGEN

STORAGE

D13D13D13D13

D14

D12

OUTLINE OF EXISTING

CHAIN LINKED FENCE

OUTLINE OF EXISTING

CHAIN LINKED FENCE

266'-8 5/8" (+/-)

/4

D22

D11D11

EXISTING LIGHT

POLE, (TYP.)

MAINTAIN

HANDICAPP ACCESS

EXISTING

LANDSCAPE ISLAND

EXISTING FIRE

HYDRANT

A-1014

D01

1. SEE SHEET A-200 FOR GENERAL SITE PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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A-100

DEMOLITION SITE PLAN / ROOF PLAN CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1" = 20'-0"A-100

1 DEMOLITION SITE PLAN / ROOF PLAN

DEMOLITION CODED NOTES

D05 REMOVE EXISTING METAL COPING. PROTECT WALL CAVITY DURING

CONSTRUCTION.

D08 REMOVE EXISTING SCREEN WALL, LOUVERS AND ASSOCIATED SUPPORTS.

SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

D09 REMOVE EXISTING EMERGENCY GENERATOR, SEE ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION.

D10 REMOVE PORTION OF EXISTING CONCRETE CURB, SEE CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION.

D11 REMOVE EXISTING CONCRETE SLAB / PARKING AREA, SEE CIVIL DRAWINGS

FOR ADDITIONAL INFORMATION.

D12 REMOVE TO RELOCATE EXISTING WEATHER STATION. COORDINATE WITH

COR.

D13 REMOVE EXISTING BOLLARDS FOR NEW CONCRETE PAD. SEE CIVIL AND

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

D14 REMOVE TO RAISE EXISTING MANHOLE STRUCTURE FLUSH WITH NEW

CONCRETE GENERATOR PAD. VERIFY IN FIELD, SEE CIVIL DRAWINGS AND

COORDINATE WITH STRUCTURAL DRAWINGS.

D22 REMOVE TO REUSE PORTION OF EXISTING PARAPET ASSEMBLY INCLUDING

METAL PANEL SYSTEM, COPING, AND WALL AS REQUIRED FOR NEW CHILLED

WATER PIPING ROUTE. SEE MEP DRAWINGS FOR CHILLED WATER PIPING

LAYOUT

SITE GENERAL NOTES

Revisions: Date:

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022

UP

A

A.2

B

B.4

C

D

E

F

G

1.8

2 2.6 2.7 3 4

EXISTING AREA N.I.C.

A-1012

D01

D03

D02D02D03D03

D03

D07

D03

D03

D10

D10

D11D11

D17

D16

D12

9'-1"

8 3/4" 8'-4 1/4"

D18

EXISTING

STRUCTURAL POST

EXISTING

STRUCTURAL COLUMN

2'-2" 10'-3 1/8"

/8

EXISTING TRENCH DRAIN

TO REMAIN (TYP.)

D04

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH OWNER; SALVAGE,

AND TURN OVER TO OWNER ANY ITEMS DESIGNATED BY OWNER.

2. DISPOSITION OF MECHANICAL, PLUMBING, GAS, AIR, VAC. PIPING, FIRE

PROTECTION, AND ELECTRICAL ITEMS ENCOUNTERED IN AREAS TO BE

DEMOLISHED ARE DESCRIBED IN RESPECTIVE DRAWINGS AND

SPECIFICATIONS. CONTRACTOR SHALL COORDINATE WORK WITH ALL

TRADES.

3. WALLS, DOORS, FIXTURES, ETC. TO BE REMOVED ARE SHOWN DASHED.

SELECTED ITEMS ARE LABELED TO IDENTIFY THE ITEM TO BE REMOVED.

4. LOOSE EQUIPMENT NOT IDENTIFIED FOR REMOVAL, RE-USE, OR RELOCATION

ARE TO BE TURNED OVER TO OWNER.

5. INSTALL SECURE TEMPORARY DUST PARTITIONS TO SEPARATE DEMOLITION

AND CONSTRUCTION AREAS FROM OCCUPIED SPACE.

6. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

ADDITIONAL DEMOLITION ITEMS AND REQUIREMENTS.

7. DEMOLITION CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND

UTILITIES. NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES.

8. ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM

DEMOLITION OPERATIONS TO BE REMOVED FROM PROJECT SITE IN

ACCORDANCE WITH LOCAL, STATE, AND FEDERAL LAWS. BURNING OF

REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.

9. COORDINATE WITH OWNER FOR SHUTOFF, CAPPING, AND CONTINUATION OF

UTILITY SERVICES AS REQUIRED. DO NOT INTERRUPT EXISTING UTILITIES

SERVING OCCUPIED OR FACILITIES USED.

10. MAKE PORTABLE FIRE EXTINGUISHERS AVAILABLE DURING DEMOLITION

PROCESS.

11. USE OF EXPLOSIVES IS NOT PERMITTED.

12. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO

ENVIRONMENTAL PROTECTION (FEDERAL, STATE, AND LOCAL).

13. CONTRACTOR TO PATCH AND REPAIR ALL EXISTING FIREPROOFING AFTER

INSTALLATION OF NEW WORK AS REQUIRED TO MAINTAIN REQUIRED FIRE

RATING. CONTRACTOR TO USE MATERIALS COMPATIBLE WITH EXISTING

FIREPROOFING FOR PATCH WORK.

AA.2BB.4CDEFG

CHP FIRST FLOOR

795' - 0"

BOILER PLANT T.O.S.

822' - 5 1/2"

D01

D05

D03D03

D06D06 D06D06

D06 D03

D06 D03

D07

D01

3.12.6 2.7 3 4

CHP FIRST FLOOR

795' - 0"

BOILER PLANT T.O.S.

822' - 5 1/2"

D02D02

D07

D03D03

D05

BOILER PLANT

FIRST FLOOR

795' - 0"

SC 2nd FLOOR 811' - 0"

SC 3rd FLOOR 827' - 0"

D22 16'-7 3/4" (+/-) 8'-0" (+/-)

D23D23

D24

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

\1

R

V A

C o lu m b u s C h ill e r

P la n t R e v is io n

C e n tr a l_ jd c h o

.r v t

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:0

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A

M

A-101

DEMOLITION PLANS AND ELEVATIONS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-101

1 FIRST FLOOR DEMOLITION PLAN

DEMOLITION GENERAL NOTES

D01 REMOVE EXISTING KNOCK OUT PANEL (BEHIND EIFS MATERIAL) FOR

INSTALLATION OF NEW HM DOOR AND FRAME. GC TO VERIFY

KNOCK-OUT PANEL. COORDINATE WITH COR AND ARCHITECT.

D02 REMOVE EXISTING KNOCK OUT PANEL (BEHIND EIFS MATERIAL) FOR

INSTALLATION OF NEW ALUMINUM VISION LITE. GC TO VERIFY

KNOCK-OUT PANEL. COORDINATE WITH COR AND ARCHITECT.

D03 REMOVE EXISTING EIFS TO NEAREST JOINT AND ALL ASSOCIATED

ACCESSORIES. REMOVE ADHESIVES TO THE EXTENT THAT ONLY

EXISTING MASONRY WILL REMAIN. PREPARE SURFACE FOR NEW WORK

AND FINISH.

D04 REMOVE EXISTING HOUSEKEEPING PAD, AND REMOVE TO RELOCATE

EXISTING AIR COMPRESSOR.

D05 REMOVE EXISTING METAL COPING. PROTECT WALL CAVITY DURING

CONSTRUCTION.

D06 EXISTING EIFS TO REMAIN. PROTECT DURING NEW WORK OF CONTRACT.

ANY EIFS DAMAGED DURING WORK SHALL BE REPAIRED BY THE

CONTRACTOR AT NO EXPENSE TO THE OWNER.

D07 REMOVE EXISTING OVERHEAD DOOR AND FRAME. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

D10 REMOVE PORTION OF EXISTING CONCRETE CURB, SEE CIVIL DRAWINGS

FOR ADDITIONAL INFORMATION.

D11 REMOVE EXISTING CONCRETE SLAB / PARKING AREA, SEE CIVIL

DRAWINGS FOR ADDITIONAL INFORMATION.

D12 REMOVE TO RELOCATE EXISTING WEATHER STATION. COORDINATE

WITH COR.

D16 REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQUIRED FOR

NEW CONCRETE PIT CONSTRUCTION. GC TO VERIFY AND COORDINATE

SHORING REQUIREMENTS.

D17 REMOVE PORTION OF TRENCH DRAIN. SEE FLOOR PLAN FOR NEW

CONFIGURATION.

D18 CUT INTO EXISTING SLAB ON GRADE FOR NEW TRENCH DRAIN.

D22 REMOVE TO REUSE PORTION OF EXISTING PARAPET ASSEMBLY

INCLUDING METAL PANEL SYSTEM, COPING, AND WALL AS REQUIRED

FOR NEW CHILLED WATER PIPING ROUTE. SEE MEP DRAWINGS FOR

CHILLED WATER PIPING LAYOUT

D23 FIELD VERIFY STEEL POST LOCATION AND NOTIFY COR AND ARCHITECT,

PRIOR TO CHILLED WATER PIPE LAYOUT.

D24 CUT TO REUSE, EXISTING STEEL CHANNEL, AS REQUIRED FOR NEW

OPENING AT PARAPET.

SCALE: 1/8" = 1'-0"A-101

2 DEMOLITION ELEVATION - EAST

DEMOLITION CODED NOTES

SCALE: 1/8" = 1'-0"A-101

3 DEMOLITION SOUTH ELEVATION / SECTION

Revisions: Date:

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022

SCALE: 1/8" = 1'-0"A-101

4 PARTIAL EAST ELEVATION (SURGERY CENTER)

M

M

N

N

O

O

P

P

Q

Q

R

R

S

S

T

T

T.2

T.2

6.2

6.2

9.2

9.2

U

U

T.3

T.3

D19

EXISTING CEILING

TO REMAIN

EXISTING CEILING TO REMAIN

D20

MENTAL HEALTH SURGERY CENTER

EXISTING

MECHANICAL ROOM

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXISTING

WAITING AREA

EXIST.

VESTIBULE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXIST.

OFFICE

EXISTING CORRIDOR EXISTING CORRIDOR

EXIST.

OFFICE

EXISTING CORRIDOR

EXISTING ENTRY

CANOPY

NEW CHILLED WATER PIPING.

REFER TO MECHANCIAL DRAWINGS

FOR ADDITIONAL INFORMATION

EXIST. OFFICE EXIST. OFFICE EXIST. OFFICE EXIST. OFFICE EXIST. OFFICE EXIST. OFFICE

EXIST. OFFICE

D19 D19

D21 D21

D01

1. EXISTING CEILING NOT SHOWN FOR CLARITY

2. CEILING WORK TO BE DONE OFF HOURS, COORDINATE WITH REFLECTED CEILING PLAN, AND MEP

DRAWINGS. COORDINAT SCHEDULE WITH COR. AREA TO BE RETURNED TO ORIGINAL CONDITION AFTER

EACH WORKING DAY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

\1

R

V A

C o lu m b u s C h ill e r

P la n t R e v is io n

C e n tr a l_ jd c h o

.r v t

/5

/2

:0

:2

A

M

A-110

PARTIAL FIRST FLOOR DEMOLITION

REFLECTED CEILING PLAN (SURGERY

CENTER) - BID ALTERNATE NO. 3

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-110

1 DEMOLITION REFLECTED CEILING PLAN

D19 REMOVE EXISTING LAY IN CEILING SYSTEM AS REQURIED FOR NEW CHILLED

WATER PIPING. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION.

D20 REMOVE EXISTING GYP. BD. CEILING AS REQURIED FOR NEW CHILLED WATER

PIPING. SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION

D21 EXISTING LIGHT FIXTURE AND DIFFUSERS TO REMAIN, PROTECT DURING

CONSTRUCTION / INSTALLATION. SEE MEP DRAWINGS FOR ADDITIONAL

INFORMATION

DEMOLITION CODED NOTESDEMOLITION REFLECTED CEILING PLAN GENERAL NOTES

Revisions: Date:

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022