Att 1 Volume 1 - General and Civil_Combined.pdf

N

N

CHILLICOTHE VA MEDICAL CENTER

PROJECT NUMBER: 538-21-701

DEPARTMENT OF VETERANS AFFAIRS

273 STATE ROUTE 104, CHILLICOTHE, OHIO 45601

EHRM INFRASTRUCTURE UPGRADES

VOLUME 1 OF 13

G E N E R A L N O T E S

A. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE

EXISTING FACILITY. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS

PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE

EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE C.O.R. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF

EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. MAINTAIN EXIT EGRESS PATHS

TO EXISTING EXIT DOORS DURING CONSTRUCTION.

B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE

AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF

THE PROJECT.

C. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE

DISRUPTIONS OF NORMAL FUNCTIONS OF THE VA'S OCCUPIED AREAS.

D. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE

SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN

APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT

ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED

SPACES.

E. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO AREAS THAT ARE IN OPERATION AND

SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES

WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE

C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR

UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

F. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S

AREAS ADJACENT TO NEW CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR

EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE

CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

G. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO

PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF

THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

H. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL

STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

I. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED FOR RETENTION, SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING

FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

J. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS

WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER

TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR

AND SUBCONTRACTORS SHALL COORDINATE WITH ALL OTHER DISCIPLINES.

K. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED

AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

L. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND

OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE

EXISTING MATERIALS OR AS NOTED ON DRAWINGS. IF THE PATCH IS TO BE MADE IN FIRE RATED

CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED

TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

M. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE

SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO

BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE

PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

N. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE

ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE

EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

O. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK.

DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW

WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

P. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE

SAFE'D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH

DAY.

Q. NEW HOLES IN EXISTING ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE

EXISTING STRUCTURE SO THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

R. UNLESS OTHERWISE NOTED, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING

SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.

E X I S T I N G F A C I L I T I E S:

A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

B. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF

WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S

INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

C. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE C.O.R. PRIOR TO PROCEEDING

WITH WORK.

D. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR

BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE C.O.R. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL

WRITTEN CLARIFICATION FROM THE ARCHITECT/ENGINEER IS RECEIVED.

E. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE

PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

F. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR

EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS

ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM

STANDARD OF QUALITY.

G. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR

CONSTRUCTION.

H. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING THE ADHERENCE TO

OSHA REGULATIONS.

I. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE

WHERE THIS PROJECT IS LOCATED.

J. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS FOR REMOVAL.

DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER

SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS.

COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE

IN OR AROUND THE CONSTRUCTION SITE.

K. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, EXACT SIZE AND LOCATION OF ALL

ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE

ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

L. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH

FACE OF CONSTRUCTION.

M. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

N. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND APPLY SEALANT.

O. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH

THE SPECIFICATIONS. IF FLOOR OR RATED WALL PENETRATIONS CANNOT BE FIRESTOPPED AT THE END

OF THE WORK SHIFT DUE TO THE NEED TO PULL ADDITIONAL CABLES, TEMPORARY FIRESTOPPING

COMPOSED OF MINERAL WOOL SHOULD BE INSTALLED IN THE PENETRATION TO PROVIDE PROTECTION

AGAINST FIRE/SMOKE SPREAD THROUGH THE UNSEALED PENETRATION.

P. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING

ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, AND C.O.R. PRIOR TO CONSTRUCTION.

Q. REFER TO SHEET AE601 FOR SCHEDULES AND PARTITION TYPES.

N E W W O R K:

SHEET NAMING EXAMPLE:

BUILDING NUMBER

DISCIPLINE

SHEET TYPE

FLOOR NUMBER

ZONE LOCATION ON FLOOR

100-AE101.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/F F

E

C h ill ic o th e

E H

R M

C a m p u s rv t

/1

/2

:3

:0

P

M

GI000.1

COVER SHEET - VOL. 1

07/07/2023 PQ JF

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS - 100%

CAMPUS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

N.T.S.Scale:

VICINITY MAP

N.T.S.Scale:

CAMPUS MAP

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

SHEET INDEX

CIVIL

CJ101 CIVIL NOTES AND LEGEND

CD100 DEMOLITION PLAN OVERALL

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106 DEMOLITION PLAN

CD107 DEMOLITION PLAN

CD108 DEMOLITION PLAN

CD109 DEMOLITION PLAN

CD110 DEMOLITION PLAN

CD111 DEMOLITION PLAN

CD112 DEMOLITION PLAN

CD113 DEMOLITION PLAN

CD114 DEMOLITION PLAN

CS100 SITE PLAN OVERALL

CS101 SITE PLAN

CS102 SITE PLAN

CS103 SITE PLAN

CS104 SITE PLAN

CS105 SITE PLAN

CS106 SITE PLAN

CS107 SITE PLAN

CS108 SITE PLAN

CS109 SITE PLAN

CS110 SITE PLAN

CS111 SITE PLAN

CS112 SITE PLAN

CS113 SITE PLAN

CS114 SITE PLAN

CU100 PLAN AND PROFILE OVERALL

SHEET INDEX

GENERAL

GI000.1 COVER SHEET - VOL. 1

A B B R E V I A T I O N S

A.B. ANCHOR BOLT

A.C.M. ASBESTOS CONTAINING MATERIALS

A.C.P. ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACOUS. ACOUSTIC

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BENCH MARK OR BEAM

BOT. BOTTOM

BRG. BEARING

BRK. BRICK

BRZ. BRONZE

BTWN. BETWEEN

B.U.R BUILT-UP ROOFING

CAB. CABINET

CARP. CARPET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS BACKER BOARD

CEM. CEMENT

CER. CERAMIC

CER.T. CERAMIC TILE

C.F.C.I. CONTRACTOR FURNISH/CONTRACTOR INSTALL

C.F.O.I. CONTRACTOR FURNISH/OWNER INSTALL

C.HK. COAT HOOK

C.I. CAST IRON

CIR. CIRCLE

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLG.J. CEILING JOINT

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CLS. CLOSURE

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEAN OUT

COL. COLUMN

COMB. COMBINATION

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONV.O. CONVECTION OVEN

C.O.R. CONTRACTING OFFICER'S REPRESENTATIVE

CTR. CENTER

C.W. COLD WATER

CW. CURTAINWALL

DET. DETAIL

DF. DOUGLAS FIR

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSAL

DIV. DIVISION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWN SPOUT

D.T. DRAIN TILE

D.W. DISHWASHER

DWG(S). DRAWING(S)

DWR. DRAWER

(E) EXISTING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.E. EACH END

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

E.N. EDGE NAIL

ENCL. ENCLOSURE

EQUIV. EQUIVALENT

E.S. EACH SIDE

E.W. EACH WAY

E.W.C. ELECTRICAL WATER CLOSET

EXP. EXPANSION

EXP.B. EXPANSION BOLT

EXPO. EXPOSURE

EXT. EXTERIOR

F. FACE

F.A. FIRE ALARM

F.B. FACE BRICK

F.BD. FIRE BOARD

F.BELL FIRE BELL

F.B.O. FURNISHED BY OTHERS

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

FGL. FIBERGLASS

F.H. FIRE HYDRANT

FH.M.S. FLAT HEAD MACHINE SCREW

FIN. FINISH

FIXT. FIXTURE

F.J. FLOOR JOIST

F.L. FLOOR LINE

FLASH FLASHING

FLOUR FLUORESCENT

FLR. FLOOR

F.N. FACE NAIL

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S.C. FIRE SUPPRESSION CONTRACTOR

F.S.E.C. FOOD SERVICE EQUIPMENT CONTRACTOR

FTG. FOOTING

FUT. FUTURE

F.V.C. FIRE VAULT CABINET

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.B. GRAB BAR

G.D. GARBAGE DISPOSAL

G.E. GRATE ELEVATION

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLUE LAMINATED BEAM

GND. GROUND

GR. GRADE

G.S.M. GALVANIZED SHEET METAL

GYP.BD. GYPSUM BOARD

H.B. HOSE BIB

HC. HANDICAPPED

HDR. HEADER

HDWD. HARDWOOD

HDWE. HARDWARE

HGT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

H.S.S. HOLLOW STRUCTURAL STEEL

HTG. HEATING

H.V.A.C. HEATING, VENTILATION & AIR CONDITIONING

H.W. HOT WATER

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JST. JOIST HANGER

JT. JOINT

KIT. KINTCHEN

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

L.H. LEFT HAND

L.L. LIVE LOAD

L.P. LOW POINT

LT. LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL, PLUMBING

MFG. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODULAR

MP.H. MOP HOLDER

MR. FRAMED MIRROR

M.R. MOISTURE RESISTANT

M.T. METAL THRESHOLD

MTD. MOUNTED

MTL. METAL

(N) NEW

N. NORTH

NAT. NATURAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

NOM. NOMINAL

NON/COM NON-COMBUSTIBLE

N.T.S. NOT TO SCALE

O/ OVER

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OVERFLOW

OFF. OFFICE

O.F.S. OUTSIDE FACE OF STUD

O.H.W.S. OVAL HEAD WOOD SCREW

OPP. OPPOSITE

P. PAINT

P.C. PLUMBING CONTRACTOR

P.C.F. POUNDS PER CUBIC FOOT

P.E.N. PANEL EDGE NAILING

PERF. PERFORATED

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

P.L.F. POUNDS PER LINEAR FOOT

PLYWD. PLYWOOD

P.M.F. PRESSED METAL FRAME

PR. PAIR

PROP. PROPERTY

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.STA. PULL STATION

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

PT. POINT

P.T.D.F. PRESSURE TREATED DOUGLAS

FIR

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RDWD. REDWOOD

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

R.H. ROOF HATCH

R.HK. ROBE HOOK

R.H.M.S. ROUND HEAD METAL SCREW

R.H.W.S. ROUND HEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A.B. SOUND ATTENUATION BATT

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.A.F.F. SELF ADHERED FLEXIBLE FLASHING

S.A.S.M. SELF ADHERED FLEXIBLE MEMBRANE

S.BLKG. SOLID BLOCKING

SCWD. SOLID CORE WOOD DOOR

S.C.D. SEE CIVIL DRAWINGS

S.D. STORM DRAIN

S.DISP. SOAP DISPENSER

SEAL. SEALANT

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLIDING

S.L.D. SEE LANDSCAPE DRAWINGS

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPOSAL

S.N.V. SANITARY NAPKIN DISPENSER

S.P. SOUNDPROOF

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

STA. STATION

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STO. STORAGE

STRUC. STRUCTRUAL

SUSP. SUSPENDED

T.B. TACKBOARD

T&B. TOP AND BOTTOM

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T&G. TOUNGE AND GROOVE

THK. THICK

T.J. TOOL JOINT

T.N. TOE NAIL

T.O.C. TOP OF CURB

T.O.P TOP OF PAVEMENT

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SEAT

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

T.V. TELEVISION

TYP. TYPICAL

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

U/S. UNDERSIDE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.G. VERTICAL GRAIN

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.T.R. VENT TO ROOF

V.W.C. VINYL WALL COVERING

(VC) V.A. FURNISHED / CONTRACTOR INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W. WEST

W/ WITH

W/IN WITHIN

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.F. WATER COOLER

W.H. WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

YD. YARD

P1

A101

SIM

A101

SIM

A101

SIM

A101

SIM

LEVEL NAME W/ ELEVATION

NEW GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA

& OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET

NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

150 SF

S Y M B O L S

N

WINDOW TAGA

0 EXISTING GRID HEAD

10'-0" CEILING HEIGHT TAG

ROOM NAME

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

FIRE

EXTINGUISHER

CANBINET

N O

M O

R E

T H

A T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/F F

E

C h ill ic o th e

E H

R M

C a m p u s rv t

/1

/2

:3

:3

P

M

GI001

SYMBOLS, ABBREVIATIONS

07/07/2023 PQ JF

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS - 100%

CAMPUS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

3/4" = 1'-0"

FIRE CABINET ELEVATION

P T

A7

H

IN

E

S B

L V

D

B O

T T

S R

D

GRIFFITH CIRCLE

TAFT CIRCLE

R O

W L A

N D

A V

E

DOBSON CIRCLE

HIN

ES B

LVD.

CREDIT

UNION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/F F

E

C h ill ic o th e

E H

R M

C a m p u s rv t

/1

/2

:0

:1

P

M

GI100

CAMPUS PLAN

07/07/2023 PQ JF

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS - 100%

CAMPUS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

N 1" = 100'-0"

B01 - BASEMENT FLOOR PLAN - OVERALL

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023

RAILROAD SPIKE, FOUND

Know what's below.

before you dig.Call

R

SURVEY BOUNDARY

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

STORM DOUBLE INLET

SPOT ELEVATION

MEASURED DIMENSION

L E G E N D

RECORDED DIMENSION

R.O.W. MARKER, FOUND

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SECTION LINE

EASEMENT LINE

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

GUARD RAIL

SANITARY/STORM CLEANOUT

TELEPHONE LINE

R.O.W. LINE

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

LIGHT JUNCTION BOX

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

VAPOR LIGHT

CONTROL POINT

UNKNOWN MANHOLE

WELL

GUY WIRE

FLAGPOLE

POST/BOLLARD

TREE LINE

HISTORICAL LINE - AS NOTED

PROPERTY LINE

DOWNSPOUT

BENCHMARK

ELECTRIC METER

WATER METER

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

SETBACK LINE

UTILITY LINE

GUY POLE

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

CONTOUR

CENTERLINE

SANITARY MANHOLE

FLOOD PLAIN

FLOODWAY

PROPOSED EXISTING

SILT FENCE

CONCRETE MONUMENT, FOUND

CONSTRUCTION LIMITS

PIPE, FOUND

STORM INLET

SPRINKLER BOX

WATER SERVICE

EDGE OF WATER LINE/DITCH FLOWLINE

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY

WITH THE CITY OF CHILLICOTHE DESIGN AND SPECIFICATIONS, LATEST EDITION,

AND THE STANDARDS OF THE OHIO DEPARTMENT OF NATURAL RESOURCES,

LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED

FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE

MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR

SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR

EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE

PROPERLY DISPOSED OF OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE

EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING

PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 14 DAYS, AIR

ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES

OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS.

REINFORCING STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH.

REINFORCING STEEL SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED.

HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER

PLAN AND MEET JURISDICTIONAL REQUIREMENTS.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR

ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING

MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS

AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HISTORICAL AND

ARCHEOLOGICAL SERVICES WITH THE VA.

GRADING NOTES

1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT.

2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF

PAVEMENT UNLESS OTHERWISE STATED.

3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS.

DO NOT ALLOW WATER TO POND ON PROPERTY.

4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO

A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY. ANY UNSUITABLE

SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF

REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN

LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE

MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL

PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION

WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING

THE OWNER.

6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM

CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM

THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY

THE PERMIT.

7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED

ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND

COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN

DOCUMENTS.

8. CONTRACTOR SHALL ADHERE TO THE CITY OF CHILLICOTHE EROSION AND

SEDIMENT CONTROL REGULATIONS AND THE STATE OF OHIO CONSTRUCTION

SITE EROSION CONTROL MANUAL.

9. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 9

INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING

OPERATIONS WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITE

TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT

DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR

STREET CLEANING BEFORE THE END OF EACH WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL

LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF

CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED

FOR LONGER THAN 14 DAYS (SUCH AS WINTER SHUTDOWN), THE

CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED

IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES

SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR

ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY

TO THE SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE OHIO CONSTRUCTION SITE EROSION

CONTROL MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE )

PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS.

THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS

SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN.

WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES,

DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE

UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND

VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER

EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN

SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF

FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS

REQUIRED BY THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT

SHOULD BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH

ADJACENT SEED MIXTURE OR IN-KIND.

13. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE

ALLOWED PER ORDINANCE (2 YEAR, PRE-DEVELOPED RATE OF RELEASE)

14. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHERE EROSION CONTROL

IS NEEDED AND THE INSTALLATION AND MAINTENANCE OF THE BEST

MANAGEMENT PRACTICES.

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL

EXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON

THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH

THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED

STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS

SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN

THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY

COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING LINES IN OR NEARBY

THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE

EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND

ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED

PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE

OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE

AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST

ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION,

IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY

UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS

ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

5. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE

PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS

INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL

BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE

REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE

AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE

CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES,

STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO

GRADE OR PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES.

6. NEW FIBER OPTIC CONDUIT DUCT BANK TO BE INSTALLED WITH MINIMUM 60"

COVER BELOW EXISTING GRADE/FINISH GRADE TO SATISFY VA PSRDM BLAST

PROTECTION REQUIREMENTS.

IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE

PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS

AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN

CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS AND

MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

UTILITY NOTE

THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO

BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF

UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR

SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES

THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND

UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY AND OWNER. SITE SAFETY,

INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND

UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

FIBER OPTIC CABLE

WATER LINE

CJ101

CIVIL NOTES AND LEGEND

CONCRETE

HMA

GRAVEL

LANDSCAPING

IMPROVEMENT LEGEND

CONCRETE

HMA

GRAVEL

LANDSCAPING

REMOVAL LEGEND

REMOVAL (LINEAR)

REMOVAL (EACH)X

AREA MAP

B ot ts R oa d

B ot ts R oa d

Hines Boulevard

Taft Circle

Hines Boulevard

Si m s St re et

Tr ip p St re et

Tr ip p St re et

T af t C ir cl e

Rowland Avenue

H in es B ou le va rd

Talbott Road

X

X XX

X

X

X X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X X

X

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD100

DEMOLITION PLAN OVERALL

CD101

CD102CD103

CD106

CD104

CD105

CD112

CD111 CD110

CD114

CD113

CD107

CD108

CD109

af t C ir cl e

X

X

XX

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD101

DEMOLITION PLAN

t C ir cl e

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD102

Taft Circle

X X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD103

ts R oa d

Rowland Avenue

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD104

ts R oa d

X

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD105

Hines Boulevard

X XX

X

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD106

XXX

XXX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD107

S im s S tr ee t

T ri pp S tr ee t X

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD108

im s S tr ee t

T ri pp S tr ee t

X X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD109

Talbott Road

X

X

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD110

H in es B ou le va rd

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD111

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD112

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD113

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CD114

ts R oa d

B ot ts R oa d

Hines Boulevard

Taft Circle

Hines Boulevard

Si m s St re et

Tr ip p St re et

Tr ip p St re et

T af t C ir cl e

Rowland Avenue

H in es B ou le va rd

Talbott Road

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS100

SITE PLAN OVERALL

CS101

CS102CS103

CS106

CS104

CS105

CS112

CS111 CS110

CS114

CS113

CS107

CS108

CS109

t C ir cl e Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS101

SITE PLAN

t C ir cl e Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS102

Taft Circle

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS103

ts R oa d

Rowland Avenue

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS104

ts R oa d

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS105

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS106

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS107

im s S tr ee t

T ri pp S tr ee t

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS108

im s S tr ee t

T ri pp S tr ee t

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS109

Talbott Road

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS110

H in es B ou le va rd

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS111

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS112

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS113

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RJJ LKSNo. Revisions: Date:

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

612-20-101

CHILLICOTHE, OH

BID DOCUMENTS

07/07/2023

CHILLICOTHE

VAMC

BID DOCUMENTS - 100% SUBMITTAL 07/07/2023 CS114