Project Drawings.pdf

BUILDING LOCATION

SITE LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g /M

E P

P a rk in g

G a ra g e rv t

/8

/2

:1

:1

A

M

G001

COVER SHEET & SHEET INDEX UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 JB HT

VICINITY MAP SITE LOCATION MAP

OWNER

DEPARTMENT OF VETERAN AFFAIRS

HEALTHCARE SYSTEM

LEXINGTON, KY

ARCHITECT/ENGINEER OF RECORD

FFE, INC.

4445 LAKE FOREST DR # 600

BLUE ASH, OH 45242

CONTACT: CLINT WEEKLEY

PHONE: (513) 520-4001

UPGRADE PARKING GARAGE LIGHTING AND

REPLACE PARKING GARAGE GATES

LEXINGTON VA HEALTH CARE SYSTEM

1101 VETERANS DRVE

LEXINGTON, KY 40502

TROY BOWLING CAMPUS

VA PROJECT NUMBER: 596A4-19-106

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G001 COVER SHEET & SHEET INDEX

GI002 PHASE AND LAYDOWN AREA PLAN PHASE I

GI003 PHASE AND LAYDOWN AREA PLAN PHASE II

GI004 PHASE AND LAYDOWN AREA PLAN PHASE III

GI005 ICRA CLASS III REQUIREMENTS

ARCHITECTURAL

AD100 DEMOLITION PLANS

AE101 FLOOR PLANS

AE102 ENLARGED PLANS

AE103 ENLARGED PLANS

AE201 EXTERIOR ELEVATION AND SECTIONS

AE401 GUARD BOOTH DETAILS

AE501 DETAILS

PLUMBING

PL101 PLUMBING AND FIRE PROTECTION PLANS

PL501 PLUMBING DETAILS, SCHEDULES, AND ISOMETRICS

ELECTRICAL

E001 LEGEND AND ABBREVIATIONS

E002 ELECTRICAL DETAILS

ED101 ELECTRICAL DEMOLITION PLAN - LEVEL A

EL101a ELECTRICAL LIGHTING PLAN - NEW WORK - WEST END - LEVEL A

EL101b ELECTRICAL LIGHTING PLAN - NEW WORK - EAST END - LEVEL A

EP101a ELECTRICAL POWER PLAN - NEW WORK - WEST END - LEVEL A

EP101b ELECTRICAL POWER PLAN - NEW WORK - EAST END - LEVEL A

EY101 ELECTRICAL TECHNOLOGY PLAN - NEW WORK - LEVEL A

EP200 PANEL SCHEDULES

EP201 PHASE 2 - TEMPORARY GUARD SHACK POWER PLAN - LEVEL A

NTS

NTSGENERAL NOTES

A. THE CONTRACT DRAWINGS AND PROJECT MANUAL (INDICATED BY THE SAME PROJECT NUMBER) ARE COMPLEMENTARY. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE (COR) OF ANY

DISCREPANCIES FOUND DURING BIDDING AND THROUGH CONSTRUCTION.

B. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

C. THE GENERAL 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 CONTRACTING OFFICER

REPRESENTATIVE (COR).

D. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING

DEMOLITION AND CONSTRUCTION.

E. THE CONTRACTOR SHALL MAINTAIN ACCESSIBLE EGRESS FOR THE DURATION OF THE PROJECT. 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.

F. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR THE SCHEDULED TIME OF CONSTRUCTION ACTIVITIES. THE CONTRACTING OFFICER REPRESENTATIVE 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.

G. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

H. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES AND

REGULATIONS.

I. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR

CONSTRUCTION AND EXPECTED QUALITY.

J. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED. MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

K. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES EXACT SIZE AND LOCATION OF ROOF, WALL AND FLOOR OPENINGS SHALL BE VERIFIED WITH CORRESPONDING CONTRACTING TRADES PRIOR TO CONSTRUCTION.

L. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

M. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFY ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND CONTRACTING

OFFICER REPRESENTATIVE (COR) PRIOR TO CONSTRUCTION.

N. WHERE EXISTING SURFACES ARE TO BE RE-FINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OF NEW CONSTRUCTION, PREPARE EXISTING SURFACES AS NECESSARY TO RECEIVE THE NEW MATERIALS FOR A LEVEL

AND SMOOTH FINISH.

O. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW CONSTRUCTION.

DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

P. GENERAL CONTRACTOR SHALL HOST ONLINE CONSTRUCTION MANAGEMENT SOFTWARE FOR THE DURATION OF THE PROJECT. GENERAL CONTRACTOR TO PROVIDE THE VA A DIGITAL COPY OF SUBMITTAL EXCHANGE DOCUMENTS AT

PROJECT CLOSE OUT.

Q. BEFORE SUBMITTING A BID, THE BIDDER SHALL EXAMINE ALL CONTRACT DOCUMENTS, NOTING, IN PARTICULAR, ALL

REQUIREMENTS THAT MAY AFFECT THE WORK IN ANY WAY.

R. IF THE CONTRACTOR FINDS ANY PERCEIVED AMBIGUITY, CONFLICT, ERROR, OMISSION, OR DISCREPANCY ON OR BETWEEN ANY OF THE CONTRACT DOCUMENTS, OR BETWEEN ANY OF THE CONTRACT DOCUMENTS AND ANY APPLICABLE LAW, THE CONTRACTOR, BEFORE PROCEEDING WITH THE WORK, SHALL PROMPTLY SUBMIT A REQUEST FOR INTERPRETATION (“RFI”) TO THE ARCHITECT FOR AN INTERPRETATION OR CLARIFICATION.

S. IF HAZARDOUS MATERIAL IS ENCOUNTERED INSIDE EXISTING WALLS AND/OR AREAS NOT VISIBLE PRIOR TO

DEMOLITION,

T. CONTRACTOR SHALL CONTACT OWNER FOR ABATEMENT.

U. VERIFY EXISTING CONDITIONS BEFORE BID AND CONSTRUCTION.

V. AFTER HOURS WORK TO TAKE PLACE BETWEEN 6:00 PM - 5:30 AM, MONDAY - FRIDAY, ALL DAY SATURDAY & SUNDAY.

W. IN THE EVENT OF INCONSISTENCY OR CONFLICT WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK, AND COMPLY WITH THE STRICTER REQUIREMENTS.

X. COORDINATE WITH ALL NEW WORK DRAWINGS FROM EACH DISCIPLINE.

Y. CONTRACTOR PARKING SHALL BE DISCUSSED WITH COR DURING KICK OFF MEETING.

No: Revisions: Date:

1 95% CONSTRUCTION DOCUMENTS 02/26/2024

05/08/2024

DN

GUARD HOUSE

C-1

EXIT

DOWN

A B C D E F

GATE 1

GATE 2

GATE 3

TYP.

02.30

01.08

01.10

01.10

01.11

MAINTAIN 24' DRIVE AISLE

PHASE I

01.13

PATIENT ENTRY / EXIT

DURING PHASE I

STAFF ENTRY / EXIT

NO ENTRY / EXIT DURING

PHASE I

AREA OF CONSTRUCTION

01.10

01.18

01.19

GI002

GI002

TYP.

GI002

TYP.

GI002

TYP.

AREA OF WORK

A

LEVEL A

100' - 0"

EXISTING OVERHEAD COILING

DOOR TO REMAIN

EXISTING STRUCTURE TO

REMAIN

EXISTING TRENCH DRAIN TO

REMAIN

EXISTING LINEAR METAL

CEILING TO REMAIN

EXISTING SLOPING CONCRETE

DRIVE

NOTE:

ALL CONSTRUCTION MATERIALS AND

EQUIPMENT MUST FIT THROUGH

EXISTING GARAGE OPENING.

H E

IG

H

T L

IM

IT

A T

IO

N

C L

E A

R A

N C

E

VERIFY IN FIELD

6" REINFORCED CONCRETE

SLAB ON 4" GRANULAR FILL

OVER COMPACTED SOIL WITH

6X6 W2.9XW2.9 WWF

TEMPORARY GUARD BOOTH

WALL PANEL SYSTEM BY

GUARD BOOTH

MANUFACTURER

TEMPORARY GUARD BOOTH

SUPPORT BY GUARD BOOTH

MANUFACTURER

4" X 2" X 3/6" BENT PLATE

ANCHORING BRACKET

TEMPORARY GUARD BOOTH

FLOOR PANEL SYSTEM BY

GUARD BOOTH

MANUFACTURER

GRADE

6"

"1

6"

#4 CONTINUOUS REBAR, TYP

3/4" CHAMFER

4" GRANULAR FILL

COMPACTED SOIL

6"

3/4" DIAMETER X 4" CONCRETE

SCREW ANCHOR

GI002

D

IM

E N

S

IO

N S

B Y

M A

N U

F A

C T

U R

E R

6"

DIMENSIONS BY MANUFACTURER

4' - 4" +/- 6"

TEMPORARY GUARD BOOTH

FLOOR PANEL SYSTEM BY

GUARD BOOTH

MANUFACTURER

TEMPORARY GUARD BOOTH

WALL PANEL SYSTEM BY

GUARD BOOTH

MANUFACTURER

TEMPORARY GUARD BOOTH

DOOR BY GUARD BOOTH

MANUFACTURER

TEMPORARY GUARD BOOTH

BASIS OF DESIGN:

GUARDIAN BOOTH

527 NY-RTE 303,

ORANGEBURG, NY 10962

TEL. (844) 992 6684

WWW.GUARDIANBOOTH.COM

4'-0" x 6'-0" ALUMINUM PANEL

GUARD BOOTH WITH INTERIOR

LIGHTING, EXTERIOR

LIGHTING, DATA PORT, PHONE

LINE, OUTLETS, AIR

CONDITIONING, HEATING, FIRE

EXTINGUISHER, SMOKE

DETECTOR, FIRST AID KIT, AND

WALL MOUNTED FLASHLIGHT.

EXISTING CONCRETE CURB

EXISTING CONCRETE

DRIVEWAY

EXISTING GRASS. SEED AND

STRAW ALL DISTURBED LAWN

AT THE CONCLUSION OF THE

CONSTRUCTION PROJECT

5' - 4" +/-

6" REINFORCED CONCRETE

SLAB ON 4" GRANULAR FILL

OVER COMPACTED SOIL WITH

6X6 W2.9XW2.9 WWF

TEMPORARY GUARD BOOTH

DESK WITH DRAWER BY

GUARD BOOTH

MANUFACTURER

TEMPORARY GUARD BOOTH

SLIDING WINDOW BY GUARD

BOOTH MANUFACTURER

INDICATES CONTAINED AREA

OF WORK DURING EACH

PHASE OF CONSTRUCTION

INDICATES CONTAINED AREA OF

WORK DURING ENTIRE DURATION

OF CONSTRUCTION

P H A S I N G P L A N L E G E N D :

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

A. PHASE I MUST BE COMPLETED BEFORE THE START OF PHASE II.

B. PHASE III CAN BE CONSTRUCTED CONCURRENT WITH OTHER PHASE WORK. SEE SHEET GI004 FOR PHASING AND

LAYDOWN FOR PHASE III.

C. PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH ENTIRE SET OF CONSTRUCTION DRAWINGS. DO NOT REMOVE ANY ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE

TO THE OVERALL PROJECT.

D. REFER TO DEMOLITION SHEETS FOR ADDITIONAL INFORMATION ON DEMOLITION SCOPE.

E. THE INTENT OF THE PHASING SYSTEM FOR THIS PROJECT IS TO MINIMIZE DISRUPTIONS TO THE TRAFFIC FLOW DURING CONSTRUCTION WHILE MAINTAINING CONTINUOUS PHYSICAL SECURITY AGAINST POTENTIAL THREATS, ILLEGAL OR UNAPPROVED PARKING VIOLATORS, ETC.

F. ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS INDICATED IN SPECIFICATIONS SHALL BE COMPLETED ON WEEKENDS AND PROHIBITED AFTER 9:00PM. COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

G. COORDINATE AND INSTALL TEMPORARY EXITING SIGNAGE. COORDINATE WITH CONTRACTING OFFICER'S

REPRESENTATIVE (COR) PRIOR TO ANY AND ALL EXITING ROUTE MODIFICATIONS.

H. SUBMIT A DETAILED PROPOSED PHASING PLAN FOR THE ENTIRE PROJECT FOR VA REVIEW AND ACCEPTANCE. PLAN SHALL INCLUDE A SCHEDULE WITH TIMELINES FOR ALL PHASED OPERATIONS AND SHALL BE SUBMITTED WITHIN 15

CALENDAR DAYS FROM NOTICE TO PROCEED (NTP).

I. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

J. ALL INSTALLED ICRA BARRIERS MUST MAINTAIN AN EGRESS PATH AT ALL TIMES.

K. TEMPORARY WALL REMOVAL SHALL TAKE PLACE AFTER STANDARD OPERATING HOURS.

L. SANDING, DRILLING, CUTTING, PAINTING AND PATCHING WORK MUST BE COMPLETED WITHIN AN ICRA BARRIER.

M. MAINTAIN A 24' DRIVE AISLE AT ALL TIMES DURING ALL PHASES.

N. ALL DUMPSTER/WASTE CONTAINERS MUST BE WITHIN THE AREA OF CONSTRUCTION. SEE PROPOSED DUMPSTER

LOCATION.

O. NOTIFY COR TWO WEEKS PRIOR TO START OF EACH PHASE. COR MUST GIVE WRITTEN APPROVAL BEFORE THE

START OF EACH PHASE.

P. PHASES INCLUDE ALL DEMOLITION AND NEW WORK WITHIN THE EXTENTS OF EACH LOCATION.

Q. PROTECT LANDSCAPING THROUGHOUT ENTIRE DURATION OF CONSTRUCTION. RESTORE ANY LANDSCAPING

DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:4

A

M

GI002

PHASE AND LAYDOWN AREA PLAN

PHASE I

UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

3/32" = 1'-0"

LEVEL A - PHASE I

K E Y P L A N :

NORTH NORTH

1/2" = 1'-0"

TYPICAL EXISTING CONDITION SECTION

AT GARAGE OPENING

LEVEL A

1 1/2" = 1'-0"

SECTION DETAIL AT TEMPORARY

BOOTH FOUNDATION

1/2" = 1'-0"

ENLARGED PLAN AT TEMPORARY

GUARD BOOTH

P H A S E I N O T E S :

a. INSTALL TEMPORARY GUARD BOOTH BEFORE THE END OF PHASE I.

b. INSTALL REMOVEABLE BOLLARDS AT ENTRANCE OF GATE 2. TEMPORARILY REMOVE REMOVABLE BOLLARDS

FROM SLEAVE AT THE END OF PHASE I FOR TRAFFIC ACCESS DURING PHASE II.

c. TEMPORARY CONSTRUCTION FENCE TO BE REMOVED ONCE GATE 2 IS FULLY OPERATIONAL.

D R A W I N G N O T E S :

01.08 HATCHED AREA INDICATES PROPOSED CONTRACTOR'S CONSTRUCTION FENCE EXTENTS WITH GATE AND DUMPSTER STAGING AREA TO REMAIN THROUGH ALL PHASES. PHASING PLAN AND PROJECT EXTENTS ARE PROPOSED BY THE CONTRACTOR. COORDINATE EXTENT OF PHASING AND PROJECT AREA WITH VA COR. CONSTRUCTION ENTRANCE

LOCATION SHALL BE COORDINATED WITH COR BEFORE EACH PHASE.

01.10 MAINTAIN EXISTING PEDESTRIAN SITE ACCESS THROUGHOUT DURATION OF CONSTRUCTION

01.11 SUGGESTED LOCATION OF CONTRACTOR CONSTRUCTION DUMPSTER - COORDINATE LOCATION WITH VA COR

01.13 EXISTING GUARD BOOTH - BOOTH SHALL REMAIN OPEN DURING PHASE I

01.18 TEMPORARY GUARD BOOTH - FOUNDATIONS AND INSTALLATION OF TEMPORARY GUARD BOOTH SHALL BE COMPLETED

DURING PHASE I

01.19 EXISTING LANDSCAPING - PROTECT DURING CONSTRUCTION - MAINTAIN ALL EROSION CONTROL

02.17 EXISTING TRENCH DRAIN TO REMAIN

02.30 EXISTING PLASTIC WATER-FILLED JERSEY BARRIERS TO REMAIN

No: Revisions: Date:

100% BID DOCUMENTS 05/08/2024

C-1

EXIT

DOWN

A B C D E F

MAINTAIN 24' DRIVE AISLE

GATE 1

GATE 2

GATE 3

PATIENT ENTRY / EXIT

DURING PHASE II

STAFF ENTRY / EXIT

NO ENTRY / EXIT

DURING PHASE II

01.11

01.10

01.08

PHASE II

01.14

TYP.

02.30

01.15

AREA OF CONSTRUCTION

01.10

01.10

32.06

02.29

01.19

02.46

02.47

02.46

02.46

01.08

01.08

AREA OF WORK

INDICATES CONTAINED AREA

OF WORK DURING EACH

PHASE OF CONSTRUCTION

INDICATES CONTAINED AREA OF

WORK DURING ENTIRE DURATION

OF CONSTRUCTION

P H A S I N G P L A N L E G E N D :

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

A. PHASE I MUST BE COMPLETED BEFORE THE START OF PHASE II.

B. PHASE III CAN BE CONSTRUCTED CONCURRENT WITH OTHER PHASE WORK. SEE SHEET GI004 FOR PHASING AND

LAYDOWN FOR PHASE III.

C. PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH ENTIRE SET OF CONSTRUCTION DRAWINGS. DO NOT REMOVE ANY ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE

TO THE OVERALL PROJECT.

D. REFER TO DEMOLITION SHEETS FOR ADDITIONAL INFORMATION ON DEMOLITION SCOPE.

E. THE INTENT OF THE PHASING SYSTEM FOR THIS PROJECT IS TO MINIMIZE DISRUPTIONS TO THE TRAFFIC FLOW DURING CONSTRUCTION WHILE MAINTAINING CONTINUOUS PHYSICAL SECURITY AGAINST POTENTIAL THREATS, ILLEGAL OR UNAPPROVED PARKING VIOLATORS, ETC.

F. ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS INDICATED IN SPECIFICATIONS SHALL BE COMPLETED ON WEEKENDS AND PROHIBITED AFTER 9:00PM. COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

G. COORDINATE AND INSTALL TEMPORARY EXITING SIGNAGE. COORDINATE WITH CONTRACTING OFFICER'S

REPRESENTATIVE (COR) PRIOR TO ANY AND ALL EXITING ROUTE MODIFICATIONS.

H. SUBMIT A DETAILED PROPOSED PHASING PLAN FOR THE ENTIRE PROJECT FOR VA REVIEW AND ACCEPTANCE. PLAN SHALL INCLUDE A SCHEDULE WITH TIMELINES FOR ALL PHASED OPERATIONS AND SHALL BE SUBMITTED WITHIN 15

CALENDAR DAYS FROM NOTICE TO PROCEED (NTP).

I. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

J. ALL INSTALLED ICRA BARRIERS MUST MAINTAIN AN EGRESS PATH AT ALL TIMES.

K. TEMPORARY WALL REMOVAL SHALL TAKE PLACE AFTER STANDARD OPERATING HOURS.

L. SANDING, DRILLING, CUTTING, PAINTING AND PATCHING WORK MUST BE COMPLETED WITHIN AN ICRA BARRIER.

M. MAINTAIN A 24' DRIVE AISLE AT ALL TIMES DURING ALL PHASES.

N. ALL DUMPSTER/WASTE CONTAINERS MUST BE WITHIN THE AREA OF CONSTRUCTION. SEE PROPOSED DUMPSTER

LOCATION.

O. NOTIFY COR TWO WEEKS PRIOR TO START OF EACH PHASE. COR MUST GIVE WRITTEN APPROVAL BEFORE THE

START OF EACH PHASE.

P. PHASES INCLUDE ALL DEMOLITION AND NEW WORK WITHIN THE EXTENTS OF EACH LOCATION.

Q. PROTECT LANDSCAPING THROUGHOUT ENTIRE DURATION OF CONSTRUCTION. RESTORE ANY LANDSCAPING

DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITION.

2 3 4 5 6 7 8 9

AE201

LEVEL B

112' - 6"

7 - 0 CLEARANCE

PARKING

ENTRANCE

LEVEL A

100' - 0"

01.01 01.02

02.1802.18

TYP. TYP.

01.04

VA

PARKING

ENTRANCEVA

02.3202.3202.32

DO NOT ENTER7 - 0 CLEARANCEDO NOT ENTER DO NOT ENTER

10.0202.38

13.01

02.3902.39

02.4001.16

TYP.

32.0132.0132.0332.0332.02

TYP.

32.01

E X

IS

T

IN

G

O P

E N

IN

G

1/8" = 1'-0"

PHASING EXTERIOR ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:5

A

M

GI003

PHASE AND LAYDOWN AREA PLAN

PHASE II

UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

3/32" = 1'-0"

LEVEL A - PHASE II

K E Y P L A N :

D R A W I N G N O T E S :

01.01 TEMPORARY SIGNAGE DURING PHASE II

01.02 EXISTING ENTRANCE SIGN - COVER DURING PHASE II

01.04 PROVIDE TEMPORARY HEIGHT CLEARANCE SIGNAGE DURING PHASES WHEN THIS GATE IS USED AS AN ENTRANCE AND

HIDE EXISTING "DO NOT ENTER" SIGN.

01.08 HATCHED AREA INDICATES PROPOSED CONTRACTOR'S CONSTRUCTION FENCE EXTENTS WITH GATE AND DUMPSTER STAGING AREA TO REMAIN THROUGH ALL PHASES. PHASING PLAN AND PROJECT EXTENTS ARE PROPOSED BY THE CONTRACTOR. COORDINATE EXTENT OF PHASING AND PROJECT AREA WITH VA COR. CONSTRUCTION ENTRANCE

LOCATION SHALL BE COORDINATED WITH COR BEFORE EACH PHASE.

01.10 MAINTAIN EXISTING PEDESTRIAN SITE ACCESS THROUGHOUT DURATION OF CONSTRUCTION

01.11 SUGGESTED LOCATION OF CONTRACTOR CONSTRUCTION DUMPSTER - COORDINATE LOCATION WITH VA COR

01.14 TEMPORARY/RENTED GUARD BOOTH WITH POWER, DATA, AC, AND HEAT, LIGHTING FOR DURATION OF GATE 1 WORK (PHASE II). NEW GUARD BOOTH AT GATE 1 MUST BE REOPENED BEFORE TEMPORARY BOOTH IS REMOVED. CONCRETE FOUNDATIONS MUST BE REMOVED AND HOLES FILLED BEFORE END OF CONSTRUCTION. MAXIMUM SIZE OF

TEMPORARY/RENTED GUARD SHACK TO BE 5' WIDE, 7' IN LENGTH AND 8' IN HEIGHT

01.15 REMOVE REMOVABLE BOLLARDS THIS PHASE

01.16 REMOVABLE BOLLARDS TO BE IN PLACE AFTER THE END OF PHASE II

01.19 EXISTING LANDSCAPING - PROTECT DURING CONSTRUCTION - MAINTAIN ALL EROSION CONTROL

02.18 EXISTING BRICK TO REMAIN

02.29 EXISTING STRIPED PEDESTRIAN WALKWAY

02.30 EXISTING PLASTIC WATER-FILLED JERSEY BARRIERS TO REMAIN

02.32 EXISTING OVERHEAD COILING DOOR TO REMAIN

02.38 EXISTING HEIGHT BAR TO REMAIN

02.39 EXISTING DO NOT ENTER SIGN BAR TO REMAIN

02.40 REMOVE EXISTING DO NOT ENTER BAR SIGN

02.46 EXISTING GRASS AREA

02.47 EXISTING GRAVEL AREA

10.02 MOVE EXISTING HEIGHT BAR TO NEW LOCATION

13.01 NEW PRE-FABRICATED GUARD BOOTH - SEE DETAIL ON AE401

32.01 PERMANENT BOLLARD - SEE DETAIL ON SHEET AE501

32.02 AUTOMATIC FOLDING ARM TRAFFIC BARRIER - SEE ELECTRIC DRAWINGS

32.03 NEW VEHICLE GATE ARM - LOOP TO EXIT - SEE ELECTRICAL DRAWINGS

32.06 NEW YELLOW PEDESTRIAN WALKWAY STRIPING TO BE PERFORMED AFTER HOURS OR ON WEEKENDS DURING PHASE II -

MATCH EXISTING MARKING THICKNESS, COLOR AND STRIPING WIDTH

NORTH

NORTH

LEVEL A

P H A S E 2 N O T E S :

a. REMOVE TEMPORARY GUARD BOOTH AND ASSOCIATED FOUNDATIONS AT THE END OF PHASE II. NEW GUARD BOOTH AT GATE 1 MUST BE FULLY OPERATIONAL BEFORE TEMPORARY GUARD BOOTH AND FOUNDATIONS ARE REMOVED.

b. REMOVABLE BOLLARDS AT ENTRANCE OF GATE 2 TO BE INSTALLED AT THE END OF PHASE II. GATE 1 MUST BE FULLY

OPERATIONAL BEFORE REMOVABLE BOLLARDS ARE REINSTALLED.

c. LANDSCAPING MUST BE RESTORED TO ORIGINAL CONDITION AT LOCATION OF TEMPORARY GUARD BOOTH AT THE END OF

PHASE II, INCLUDING BUT NOT LIMITED TO HOLES AT REMOVED FOUNDATIONS.

d. TEMPORARY CONSTRUCTION FENCE TO BE REMOVED ONCE GATE 1 IS FULLY OPERATIONAL.

e. WORK ON LEVEL 1 MUST BE COMPLETED AFTER HOURS DURING PHASE II.

f. TEMPORARILY COVER THE "DO NOT ENTER" SIGN AT GATE 2 DURING PHASE II. UNCOVER SIGN ONCE PHASE II IS

COMPLETE.

g. PROVIDE TEMPORARY "ENTRANCE" SIGN AT GATE 2 DURING PHASE II. REMOVE TEMPORARY SIGN ONCE PHASE II IS

COMPLETE.

EXIT

DOWN

A B C D E F

EXIT ONLY

GATE 1

GATE 2

GATE 3

PHASE III

PATIENT ENTRY ONLY

NO STAFF ENTRY / EXIT

DURING PHASE III

PATIENT EXIT ONLY

AREA OF CONSTRUCTION

01.16

01.10

01.10

01.10

01.11

01.08

TYP.

02.30

02.29

13.01

02.46

02.47

AREA OF WORK

INDICATES CONTAINED AREA

OF WORK DURING EACH

PHASE OF CONSTRUCTION

INDICATES CONTAINED AREA OF

WORK DURING ENTIRE DURATION

OF CONSTRUCTION

P H A S I N G P L A N L E G E N D :

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

A. PHASE I MUST BE COMPLETED BEFORE THE START OF PHASE II.

B. PHASE III CAN BE CONSTRUCTED CONCURRENT WITH OTHER PHASE WORK. SEE SHEET GI004 FOR PHASING AND

LAYDOWN FOR PHASE III.

C. PHASING DRAWINGS SHALL BE USED IN CONJUNCTION WITH ENTIRE SET OF CONSTRUCTION DRAWINGS. DO NOT REMOVE ANY ITEMS WITHOUT VERIFYING AND COORDINATING WITH ALL GENERAL TRADES AS TO HOW THEY RELATE

TO THE OVERALL PROJECT.

D. REFER TO DEMOLITION SHEETS FOR ADDITIONAL INFORMATION ON DEMOLITION SCOPE.

E. THE INTENT OF THE PHASING SYSTEM FOR THIS PROJECT IS TO MINIMIZE DISRUPTIONS TO THE TRAFFIC FLOW DURING CONSTRUCTION WHILE MAINTAINING CONTINUOUS PHYSICAL SECURITY AGAINST POTENTIAL THREATS, ILLEGAL OR UNAPPROVED PARKING VIOLATORS, ETC.

F. ANY WORK TO BE COMPLETED ABOVE NOISE LEVELS INDICATED IN SPECIFICATIONS SHALL BE COMPLETED ON WEEKENDS AND PROHIBITED AFTER 9:00PM. COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

G. COORDINATE AND INSTALL TEMPORARY EXITING SIGNAGE. COORDINATE WITH CONTRACTING OFFICER'S

REPRESENTATIVE (COR) PRIOR TO ANY AND ALL EXITING ROUTE MODIFICATIONS.

H. SUBMIT A DETAILED PROPOSED PHASING PLAN FOR THE ENTIRE PROJECT FOR VA REVIEW AND ACCEPTANCE. PLAN SHALL INCLUDE A SCHEDULE WITH TIMELINES FOR ALL PHASED OPERATIONS AND SHALL BE SUBMITTED WITHIN 15

CALENDAR DAYS FROM NOTICE TO PROCEED (NTP).

I. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

J. ALL INSTALLED ICRA BARRIERS MUST MAINTAIN AN EGRESS PATH AT ALL TIMES.

K. TEMPORARY WALL REMOVAL SHALL TAKE PLACE AFTER STANDARD OPERATING HOURS.

L. SANDING, DRILLING, CUTTING, PAINTING AND PATCHING WORK MUST BE COMPLETED WITHIN AN ICRA BARRIER.

M. MAINTAIN A 24' DRIVE AISLE AT ALL TIMES DURING ALL PHASES.

N. ALL DUMPSTER/WASTE CONTAINERS MUST BE WITHIN THE AREA OF CONSTRUCTION. SEE PROPOSED DUMPSTER

LOCATION.

O. NOTIFY COR TWO WEEKS PRIOR TO START OF EACH PHASE. COR MUST GIVE WRITTEN APPROVAL BEFORE THE

START OF EACH PHASE.

P. PHASES INCLUDE ALL DEMOLITION AND NEW WORK WITHIN THE EXTENTS OF EACH LOCATION.

Q. PROTECT LANDSCAPING THROUGHOUT ENTIRE DURATION OF CONSTRUCTION. RESTORE ANY LANDSCAPING

DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:5

A

M

GI004

PHASE AND LAYDOWN AREA PLAN

PHASE III

UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

3/32" = 1'-0"

LEVEL A - PHASE 3

K E Y P L A N :

D R A W I N G N O T E S :

01.08 HATCHED AREA INDICATES PROPOSED CONTRACTOR'S CONSTRUCTION FENCE EXTENTS WITH GATE AND DUMPSTER STAGING AREA TO REMAIN THROUGH ALL PHASES. PHASING PLAN AND PROJECT EXTENTS ARE PROPOSED BY THE CONTRACTOR. COORDINATE EXTENT OF PHASING AND PROJECT AREA WITH VA COR. CONSTRUCTION ENTRANCE

LOCATION SHALL BE COORDINATED WITH COR BEFORE EACH PHASE.

01.10 MAINTAIN EXISTING PEDESTRIAN SITE ACCESS THROUGHOUT DURATION OF CONSTRUCTION

01.11 SUGGESTED LOCATION OF CONTRACTOR CONSTRUCTION DUMPSTER - COORDINATE LOCATION WITH VA COR

01.16 REMOVABLE BOLLARDS TO BE IN PLACE AFTER THE END OF PHASE II

02.29 EXISTING STRIPED PEDESTRIAN WALKWAY

02.30 EXISTING PLASTIC WATER-FILLED JERSEY BARRIERS TO REMAIN

02.46 EXISTING GRASS AREA

02.47 EXISTING GRAVEL AREA

13.01 NEW PRE-FABRICATED GUARD BOOTH - SEE DETAIL ON AE401

NORTH NORTH

LEVEL A

P H A S E III N O T E S :

a. TEMPORARY CONSTRUCTION FENCE TO BE REMOVED ONCE GATE 3 IS FULLY OPERATIONAL.

POST ICRA, ILSM, FIRE

INSPECTION SHEETS VISIBLE

TO PUBLIC

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

A P

P R

O X

. 4 8"

A .F

.F

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY

DAILY), IF NOT VERIFY ALL OPENINGS, SUCH AS DOORS,

ARE CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-

FILTER.

INDICATOR (REFER TO PLAN

& ELEVATION)

C.O.R. CONTACT INFO

CONST. SUPERVISOR

NAME AND CELL

PHONE

CHILLER PLANT AFTER HOURS

CONTACT PHONE NUMBER FIRE

EMERGENCY DIAL 911

PERSONNEL ENTERING MUST HAVE: HARD HAT, SAFETY GLASSES

AND PROPER I.D.

THIS IS A RESTRICTED AREA

AREA UNDER CONSTRUCTION

PAPER CADDY

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

FRAMED COPY OF C.O.R.

CERTIFICATION

C L A

S S

I

II

1. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING EXISTING EXHAUST.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

6. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL

DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES

DEPARTMENT.

1. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

2. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

4. WET MOP AREA WITH DISINFECTANT.

PRIOR TO ANY CONSTRUCTION

POST CONSTRUCTION

7. PLACE A WALK-OFF MAT AND A STICKY MAT AT ENTRANCE AND EXIT WORK AREAS.

3. REMOVE AND DISCARD WALK-OFF MAT AND STICKY MAT AT ENTRY AND WORK AREAS.

8. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.

CLASS III WORK ITEMS NOTES:

ALL APPLICABLE FORMS SHALL BE COMPLETED AND APPROVED PRIOR TO STARTING WORK.

PERMITS TO INCLUDE:

ICRA, ILSM, ABOVE CEILING, FIRE SPRINKLER SYSTEM, UTILITY SHUT-DOWN, FIRE / SMOKE WALL, FIRE ALARM

SYSTEM.

CONSTRUCTION CLASS WILL BE DETERMINED BY THE CONSTRUCTION SAFETY COMMITTEE.

DURING CONSTRUCTION BE CERTAIN THAT:

BARRIERS ARE INTACT AND MAINTAINED.

PARTICLE COUNT METER IS AVAILABLE.

NEGATIVE INDICATOR IS AVAILABLE.

INSPECTED / DATED FIRE EXTINGUISHER(S) ARE AVAILABLE AND MOUNTED PROPERLY.

ICRA REQUIREMENTS ARE INTACT AND VERIFY THAT THEY ARE BEING MAINTAINED.

WALK-OFF MATS AND STICKY MATS ARE MAINTAINED PROPERLY.

CONTRACTOR SHALL MAINTAIN BARRIERS, CONFIRM NEGATIVE CONSTRUCTION SPACES, AND DOCUMENT ICRA

REQUIREMENTS DAILY.

SEE SPECIFICATIONS FOR MORE INFECTION CONTROL INFORMATION.

A

B

C

D

E

F

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

LOW RISK

OFFICE AREAS

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

CARDIOLOGY CCU ANY AREA CARING FOR

ECHOCARDIOGRAPHY

ENDOSCOPY

NUCLEAR MEDICINE

PHYSICAL THERAPY

RADIOLOGY/MRI

RESPIRATORY THERAPY

EMERGENCY ROOM

LABOR & DELIVERY

LABORATORY (SPECIMEN)

NEWBORN NURSERY

OUTPATIENT SURGERY

PEDIATRICS

IMMUNOCOMPROMISED PATIENTS

BURN UNIT

CARDIAC CATH LAB

CENTRAL STERILE SUPPLY

INTENSIVE CARE UNITS

MEDICAL UNIT

PHARMACY

POST ANESTHESIA CARE UNIT

SURGICAL UNITS

NEGATIVE PRESSURE ISOLATION ROOMS

ONCOLOGY

OPERATING ROOMS INCLUDING

C-SECTION ROOMS

LOW RISK GROUP

CONSTRUCTION PROJECT TYPE

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

I II II III

II

II IV

IV

III

III

IV

IV

IV

I

I

II

INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK

NOTE:

LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:5

A

M

GI005

ICRA CLASS III REQUIREMENTS UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

NTS

ICRA III - ROOM ELEVATION

C-1

EXIT

DOWN

A B C D

AD100

GATE 1

GATE 2

GATE 3

02.09

02.09

02.09

02.09

02.09

02.09

02.11

02.11

02.13

02.10

02.11

AD100

02.21

02.10

02.10

02.31

02.31

02.31

02.31

02.17

EXISTING

SLOPE DOWN

TO DRAIN

EXISTING

SLOPE DOWN

TO DRAIN

02.17

02.16

02.16

02.31

02.31

TYP.

02.33

02.45

A B C

02.22 02.24

02.25

TYP.

02.26

02.27GATE 1

02.32

REMOVE EXISTING CONCRETE ISLAND

SLAB AND ASSOCIATED REINFORCING

EXISTING STRUCTURAL SLAB TO REMAIN

LEVEL 1

DEMO ABOVE

THIS AREA

AREA OF WORK

A B C

PATIENT RM

D102A

TOILET

D102B

EC

C107

EMS

C106

WOMENS

TOILET

C110A

TOILET

C110

MENS TOILET

C109

02.19

02.20

02.43

02.44

01.07

02.48

L E G E N D:

REMOVE EXISTING WALL

EXISTING WALL TO REMAIN

AREA OUT OF ARCHITECTURE SCOPE

REMOVE ACOUSTICAL CEILING TILE

EXISTING ACOUSTICAL CEILING TILE TO

REMAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:2

A

M

AD100

DEMOLITION PLANS UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

1/8" = 1'-0"

LEVEL A - PARTIAL DEMOLITION PLAN

1/8" = 1'-0"

LEVEL A - PARTIAL CEILING

DEMOLITION PLAN

1/2" = 1'-0"

ISLAND SLAB DEMOLITION SECTION

D R A W I N G N O T E S :

01.07 PLASTIC ZIP-UP ICRA BARRIER - DO NOT BLOCK HALLWAY ACCESS. SEE SHEET GI005 AND DIVISION 1 SPECIFICATIONS

FOR ICRA AND SAFETY REQUIREMENTS

02.09 REMOVE EXISTING GATES AND CONTROL DEVICES

02.10 EXISTING CONCRETE ISLAND TO REMAIN

02.11 REMOVE EXISTING CONCRETE ISLAND - PATCH EXISTING CONCRETE SLAB FLUSH WITH EXISTING - PREPARE TO

RECEIVE NEW FINISH

02.13 REMOVE EXISTING GUARD SHACK

02.16 REMOVE BOLLARDS, SIGNS, CONDUIT CHASES AND INTERCOM SYSTEMS.

02.17 EXISTING TRENCH DRAIN TO REMAIN

02.19 REMOVE WALL TILE AND SUBSTRATE TO METAL STUD FRAMING - FULL EXTENT OF ALL WALLS WITHIN TOILET ROOM #C110 - SHOWN AS DASHED. REMOVE ALL OTHER WALL MOUNTED ITEMS - SALVAGE FOR REINSTALLATION IN EXISTING

LOCATION

02.20 TEMPORARILY REMOVE EXISTING LAVATORY. SALVAGE FOR REINSTALLATION. ASSOCIATED PIPING TO REMAIN

02.21 SEE ENLARGED DEMOLITION PLAN 4/AD100 FOR WORK ON LEVEL 1 ABOVE

02.22 EXISTING LINEAR METAL CEILING TO REMAIN - REMOVE AND REPLACE AS NEEDED TO INSTALL GUARD BOOTH. RETURN

TO EXISTING CONDITION OR BETTER

02.24 REMOVE PORTION OF EXISTING ACOUSTICAL TILE CEILING SHOWN AS DASHED. ALIGN REMOVAL WITH SUSPENDED

EDGE OF SUSPENDED GRID. SALVAGE TILES IN GOOD SHAPE FOR REINSTALLATION

02.25 REMOVE EXISTING GUARD BOOTH INCLUDING ASSOCIATED CEILING, LIGHTING FIXTURES, ELECTRICAL FIXTURES, MECHANICAL FIXTURES, AND CONTROLS. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS

02.26 REMOVE EXISTING LIGHT FIXTURES - SEE ELECTRICAL DRAWINGS

02.27 EXISTING ACOUSTICAL CEILING TILE AND GRID TO REMAIN

02.31 EXISTING EMBEDDED TRAFFIC DETECTOR LOOP TO REMAIN INACTIVE - SEE ELECTRICAL DRAWINGS

02.32 EXISTING OVERHEAD COILING DOOR TO REMAIN

02.33 LINE OF EXISTING BRICK OPENING AND OVERHEAD DOOR ABOVE

02.43 REMOVE EXISTING WATER CLOSET. SALVAGE FOR REINSTALLATION. ASSOCIATED PIPING TO REMAIN

02.44 REMOVE FLOOR TILE DOWN TO CONCRETE SLAB. PREPARE SLAB FOR NEW FINISH

02.45 REMOVE EXISTING SIGNAGE, SUPPORT POLE AND PEDESTAL

02.48 REMOVE EXISTING CEILING. EXISTING CEILING LIGHTS AND HVAC FIXTURES TO REMAIN.

A. REMOVE ALL FIXTURES AND PROJECTS ASSOCIATED WITH DEMOLISHED CONCRETE ISLANDS.

B. NOISE CONTROL: LOUD-NOISE ACTIVITIES SHALL BE PRE-PLANNED AND SHALL BE SCHEDULED ONLY ON

WEEKENDS OR BETWEEN 5:00 PM AND 9:00 PM MONDAY THRU FRIDAY.

C. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

D. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL FIXTURES TO BE REMOVED.

E. DEMOLITION AT EACH GATE MUST BE PERFORMED IN THE CORRESPONDING PHASE. SEE PHASING PLANS FOR

LOCATION SPECIFIC PHASING INFORMATION.

F. MODIFY AND PROTECT SPRINKLER HEADS TO PROVIDE COVERAGE DURING CONSTRUCTION AS REQUIRED

DURING CEILING DEMOLITION

1/4" = 1'-0"

LEVEL 1 - ENLARGED DEMOLITION PLAN

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

K E Y P L A N :

NORTH NORTH

LEVEL A

C-1

EXIT

DOWN

A B C D E

GI003 2

AE102

AE103

AE103

GATE 1

GATE 2

GATE 3

01.06

32.06

02.29

AE103

TYP.

03.08

TYP.

03.08

TYP.

03.08

02.29

ALIGN

ALIGN

ALIGN

A B C

PATIENT RM

D102A

TOILET

D102B

EC

C107

EMS

C106

WOMENS

TOILET

C110A

TOILET

C110

MENS TOILET

C109

09.02

22.09

AE101 3

22.08

22.12

01.07

11.014

TYP.

09.07

09.08

VARIES

WALL TILE

PAINT

METAL TRIM:

ALUMINUM METAL COVE-

SHAPED TILE EDGING

TRIM4

AE101

NOTE:

ALL WALLS EXCEPT EAST WALL WITHIN

ROOM TO RECEIVE THE WALL FINISH

SCHEME SHOWN HERE.

PROVIDE BULLNOSE FINISH

TILE AT TOP COURSE

REINSTALL ALL EXISTING

WALL MOUNTED

ELEMENTS IN EXISTING

LOCATION

LEVEL 1 NEW

WORK ABOVE

THIS AREA

AREA OF WORK

EXISTING METAL STUD

WALL TO REMAIN

EXISTING WALL FINISH

TO REMAIN

12"x24" CERAMIC WALL TILE

UP TO 4'-0" AFF

5/8" CEMENTITIOUS TILE

BACKERBOARD

12"x24" CERAMIC WALL TILE

CLEAR ANODIZED ALUMINUM

COVE-SHAPED TILE EDGING TRIM

12"x24" CERAMIC FLOOR TILE

5/8" GYPSUM WALL BOARD

NEW ACOUSTICAL CEILING TO

MATCH EXISTING IN EXISTING

LOCATION

CLEAR ANODIZED ALUMINUM

BULLNOSE TILE EDGE TRIM

EXISTING

WALL TILE

METAL TRIM:

ALUMINUM METAL COVE-

SHAPED TILE EDGING

TRIM

AE101

NOTE:

ONLY EAST WALL WITHIN ROOM TO RECEIVE

THE WALL FINISH SCHEME SHOWN HERE.

REINSTALL ALL EXISTING

WALL MOUNTED

ELEMENTS IN EXISTING

LOCATION

EXISTING METAL STUD

WALL TO REMAIN

EXISTING WALL FINISH

TO REMAIN

12"x24" FULL HEIGHT CERAMIC

WALL TILE

5/8" CEMENTITIOUS TILE

BACKERBOARD

12"x24" CERAMIC WALL TILE

METAL COVE-SHAPED TILE

EDGING TRIM

12"x24" CERAMIC FLOOR TILE

NEW ACOUSTICAL CEILING

TO MATCH EXISTING IN

EXISTING LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:2

A

M

AE101

FLOOR PLANS UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

D R A W I N G N O T E S :

A. PROTECT ALL EXISTING CURBS SHOWN TO REMAIN FROM ANY DAMAGE DURING NEW WORK.

B. PATCH AND REPAIR ANY CONCRETE THAT WAS REMOVED DURING THE DEMOLITION PHASE.

C. ALL NEW CONCRETE TO HAVE fc = 4000 PSI YIELD STRENGTH.

D. ARROWS SHOWN ARE NEW PAINTED ARROWS PER SPECIFICATION 32 17 23.

E. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

F. WORK PERFORMED IN TOILET C110 AND PEDESTRIAN STRIPING WITHIN GARAGE MUST BE COMPLETED

AFTER HOURS. SEE COVER SHEET FOR DESCRIPTION OF AFTER HOURS WORK.

G. PROTECT LANDSCAPING THROUGHOUT ENTIRE DURATION OF CONSTRUCTION. RESTORE ANY

LANDSCAPING DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITION.

1/8" = 1'-0"

LEVEL A PARTIAL NEW WORK PLAN

D R A W I N G N O T E S :

01.06 SEE ENLARGED PLAN 2/AE101 FOR WORK ON LEVEL 1 ABOVE

01.07 PLASTIC ZIP-UP ICRA BARRIER - DO NOT BLOCK HALLWAY ACCESS. SEE SHEET GI005 AND

DIVISION 1 SPECIFICATIONS FOR ICRA AND SAFETY REQUIREMENTS

02.29 EXISTING STRIPED PEDESTRIAN WALKWAY

03.08 DASHED LINE DELINEATES EXTENT OF LATEX MASTIC DECK COVERING AT EACH GATE

09.02 NEW CERAMIC FLOOR TILE

09.07 NEW FULL HEIGHT WALL TILE THIS WALL ONLY. ALL OTHER WALLS TO RECEIVE WALL TILE UP

TO 4'-0" A.F.F. SEE INTERIOR ELEVATIONS FOR TILE TREATMENT

09.08 NEW ACOUSTICAL CEILING TILE TO MATCH EXISTING INSTALLED AT EXISTING HEIGHT.

EXISTING LIGHTING FIXTURES TO REMAIN.

11.01 REINSTALL ALL EXISTING WALL MOUNTED MIRROR, SOAP DISPENSER, TOILET PAPER

DISPENSER, TRASH CAN, SIGN, SANITARY PRODUCT DISPENSER, LAVATORY, WATER CLOSET

AND GRAB BARS IN EXISTING LOCATION.

22.08 REINSTALL EXISTING LAVATORY IN EXISTING LOCATION

22.09 PLUMBING LINES WITHIN WALL - SEE PLUMBING DRAWINGS FOR PLUMBING WORK

22.12 REINSTALL EXISTING WATER CLOSET IN EXISTING LOCATION

32.06 NEW YELLOW PEDESTRIAN WALKWAY STRIPING TO BE PERFORMED AFTER HOURS OR ON

WEEKENDS DURING PHASE II - MATCH EXISTING MARKING THICKNESS, COLOR AND STRIPING

WIDTH

1/4" = 1'-0"

LEVEL 1 NEW WORK

1/4" = 1'-0"

INTERIOR ELEVATION C110

K E Y P L A N :

NORTH NORTH

LEVEL A

1 1/2" = 1'-0"

SECTION DETAIL AT INTERIOR FINISH

F I N I S H E S : ( B A S I S O F D E S I G N )

PAINT

PPG PAINTS

PPG14-29 MOTH GRAY

WALL TILE

DALTILE

MODERN LINEAR TAUPE,

ML2, 5/16” THICKNESS, 12X24,

V2:MEDIUM, SCHLUTER SYSTEM TRIM.

GROUT: TEC/POWER GROUT/988 PEARL.

FLOOR TILE

DALTILE

REMINISCENT AGED BEIGE

RM 21, 5/16” THICKNESS, 12X24 SIZE.

GROUT: TEC/POWER GROUT/988 PEARL.

1/4" = 1'-0"

INTERIOR ELEVATION C110

1 1/2" = 1'-0"

SECTION DETAIL AT INTERIOR FINISH

DOWN

A B C

AE201

AE201

02.15

32.01 32.01

TYP.

32.01

32.01

03.01

03.01

32.02

26.01

R 1' - 0"

02.17

R 1' - 0"

EQ EQ

03.02

13.01

TYP.

32.01

32.05

AE401

M

IN

C

L E

A R

/4

GATE 1

/2

1' - 0" 1' - 0"

E Q

E Q

4' - 5"

1' - 0"

4' - 0"

1' - 3" 1' - 3" 9"

26.04

7' - 6" 16' - 0" 3' - 6"

/2

A B C

27' - 0"

5' - 6" 18' - 5" 3' - 1"

AE501

AE501

27' - 0"

165.00° 150.00°

R

R 1' - 0"

R 1' - 0"

R 1' - 0"

GATE 1

ALIGN CONCRETE

CURBS WITH FACE

OF EXISTING WALL

03.07

03.04

03.01

8' - 6" 10' - 0" 8' - 6"

CJ CJ

C J

CJ

03.06

C J

AREA OF WORK

A B C

09.03

02.32

09.05

GATE 1

09.04

13.01

TYP.

02.37

TYP.

02.37

26.03

1/8" = 1'-0"

LEVEL A PARTIAL CEILING NEW WORK

PLAN

1/4" = 1'-0"

LEVEL A ENLARGED PLAN GATE 1

1/4" = 1'-0"

LEVEL A ENLARGED PLAN GATE 1 -

SLAB DIMENSION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:3

A

M

AE102

ENLARGED PLANS UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

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

A. PROTECT METAL AND CONCRETE CURBS SHOWN TO REMAIN FROM ANY DAMAGE DURING NEW

WORK.

B. EXISTING ISLAND TO REMAIN. REPAIR CONCRETE AFTER DEMOLITION.

C. PATCH AND REPAIR ANY CONCRETE THAT WAS REMOVED DURING THE DEMOLITION PHASE.

D. ALL NEW CONCRETE TO HAVE fc = 4000 PSI YIELD STRENGTH.

E. ARROWS SHOWN ARE NEW PAINTED ARROWS PER SPECIFICATION 32 17 23.

F. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

K E Y P L A N :

NORTH NORTH

D R A W I N G N O T E S :

02.15 EXISTING CONCRETE CURB TO REMAIN

02.17 EXISTING TRENCH DRAIN TO REMAIN

02.32 EXISTING OVERHEAD COILING DOOR TO REMAIN

02.37 EXISTING BUILDING STRUCTURE TO REMAIN

03.01 NEW 6" REINFORCED CONCRETE SLAB FOR GUARD BOOTH

03.02 DASHED LINE INDICATES PATCH AREA AT REMOVED CONCRETE CURB TO MATCH EXISTING DRIVE WAY SURFACE WITH

NO EXPOSED REINFORCING

03.04 NEW 6" REINFORCED CONCRETE ISLAND - SEE DETAILS ON SHEET AE501

03.06 1/2" EXPANSION JOINT

03.07 CONTROL JOINT AT CENTER OF CONCRETE PAD. SEE DETAIL 7 ON AE501

09.03 EXISTING LINEAR METAL CEILING TO REMAIN. REMOVE AS REQUIRED FOR INSTALLATION OF GUARD BOOTH. RETURN TO

EXISTING CONDITION OR BETTER

09.04 PATCH AND REPLACE ACOUSTICAL CEILING TILE TO MATCH EXISTING. REPAIR ANY TILES DAMAGED DURING

CONSTRUCTION

09.05 PROVIDE TRANSITION FROM EXISTING CEILING TO NEW GUARD BOOTH. TYPICAL AT PERIMETER OF GUARD BOOTH

13.01 NEW PRE-FABRICATED GUARD BOOTH - SEE DETAIL ON AE401

26.01 PARKING GARAGE CARD READER/INTERCOM

26.03 SEE ELECTRICAL DRAWINGS FOR PROPOSED LIGHT FIXTURES

26.04 VEHICLE LOOP DETECTORS EMBEDDED IN CONCRETE - SEE ELECTRICAL DRAWINGS

32.01 PERMANENT BOLLARD - SEE DETAIL ON SHEET AE501

32.02 AUTOMATIC FOLDING ARM TRAFFIC BARRIER - SEE ELECTRIC DRAWINGS

32.05 REPAINT/REPLACE DIRECTIONAL ARROWS TO MATCH EXISTING. COLOR: WHITE

LEVEL A

C-1

EXIT

DOWN

AREA OF WORK

A B C

26.05

32.08

32.08

02.14

TYP.

32.01

TYP.

32.01

TYP.

32.01

TYP.

32.01

32.05

32.05

E Q

E Q 1' - 0"

GATE 3

03.03

03.03

02.33

TYP.

02.37

1' - 6" 1' - 6"

1' - 6" 1' - 6"

8' - 0"

CLCL CL

CL

CL

CL

CL

CL

CL

1' - 7"

CL

CL

1' - 6"

CL

CL

A B C

32.02

02.17

32.04

03.04

/8

3' - 0" 14' - 0"

8' - 6" 4' - 0" 6' - 0"

32.01

32.01

26.01

4' - 0" 4' - 6"

6' - 0"

32.02

32.05

32.05

GATE 2

32.07

32.07

4' - 0"

2' - 3"

03.03

03.03

5' - 6"

4' - 6" 9' - 0" 8' - 0"

02.33

TYP.

32.01

02.15

02.15

TYP.

02.37

03.02

CL CLCL

CL

CL

CL CL CL CL

CL

1' - 0"

CL

CL

A B C

/8

03.04

/8

GATE 2

27' - 0"

ALIGN CONCRETE CURB WITH

FACE OF EXISTING WALL

5' - 0"

5' - 0"

165.00°

165.00°

R 1' - 0"

R 1' - 0"

165.00°

165.00°

5' - 0" 17' - 0"

R 1' - 0"

R 1

5' - 0" 17' - 0"

TYP.

02.15

TYP.

02.15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:3

A

M

AE103

ENLARGED PLANS UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

1/4" = 1'-0"

LEVEL A ENLARGED PLAN GATE 3

1/4" = 1'-0"

LEVEL A ENLARGED PLAN GATE 2

D R A W I N G N O T E S :

A. REFER TO SHEETS GI002-GI004 FOR PHASING PLANS.

B. REPLACE ANY CEILING PANELS THAT WERE DAMAGED DURING INSTALLATION OF GUARD BOOTH.

C. ALL NEW CONCRETE TO HAVE fc = 4000 PSI YIELD STRENGTH.

D. AREA SHADED IN GREY IS OUT OF ARCHITECTURAL SCOPE.

D R A W I N G N O T E S :

02.14 EXISTING CONCRETE CURB TO REMAIN - PATCH AND REPAIR ALL HOLES AND ROUGH AREAS FROM REMOVED

ELEMENTS.

02.15 EXISTING CONCRETE CURB TO REMAIN

02.17 EXISTING TRENCH DRAIN TO REMAIN

02.33 LINE OF EXISTING BRICK OPENING AND OVERHEAD DOOR ABOVE

02.37 EXISTING BUILDING STRUCTURE TO REMAIN

03.02 DASHED LINE INDICATES PATCH AREA AT REMOVED CONCRETE CURB TO MATCH EXISTING DRIVE WAY SURFACE WITH

NO EXPOSED REINFORCING

03.03 SAW CUT EXISTING STRUCTURALLY SUPPORTED CONCRETE SLAB IN PREPARATION FOR VEHICLE DETECTION LOOP -

SEE ELECTRICAL DRAWINGS AND MANUFACTURER FOR COORDINATION

03.04 NEW 6" REINFORCED CONCRETE ISLAND - SEE DETAILS ON SHEET AE501

26.01 PARKING GARAGE CARD READER/INTERCOM

26.05 PARKING GARAGE CARD READER/INTERCOM IN EXISTING LOCATION

32.01 PERMANENT BOLLARD - SEE DETAIL ON SHEET AE501

32.02 AUTOMATIC FOLDING ARM TRAFFIC BARRIER - SEE ELECTRIC DRAWINGS

32.04 REMOVABLE BOLLARD WITH SIGN FOR VA PARKING SPACE - SEE DETAIL ON SHEET AE501

32.05 REPAINT/REPLACE DIRECTIONAL ARROWS TO MATCH EXISTING. COLOR: WHITE

32.07 REMOVABLE BOLLARD - SEE DETAIL ON SHEET AE501

32.08 NEW VEHICLE GATE ARM - LOOP TO EXIT IN EXISTING LOCATION- SEE ELECTRICAL DRAWINGS

K E Y P L A N :

NORTH NORTH

LEVEL A

1/4" = 1'-0"

LEVEL A ENLARGED PLAN GATE 2 -

SLAB DIMENSION PLAN

ABC

26.01 32.02

32.01

32.01

03.01

3' - 6" 16' - 0" 7' - 6"

LEVEL A

100' - 0"

13.01

32.01

02.17

32.01

02.3202.35

09.05

09.04

02.42

02.34

7 8

11' - 0" 5' - 0"2' - 0"

32.01

32.02

26.01

03.01

2' - 5 1/2" +/- 8' - 0 1/2" 8"

LEVEL A

100' - 0"

13.01

03.04

32.01

02.15

02.42

02.41

1/2" = 1'-0"

GATE ISLAND SECTION ELEVATION

1/2" = 1'-0"

GATE ISLAND SECTION ELEVATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:3

A

M

AE201

EXTERIOR ELEVATION AND

SECTIONS

UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

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

A. REFER TO SHEETS GI002-GI004 FOR PHASING PLANS.

B. ALL NEW CONCRETE TO HAVE fc = 4000 PSI YIELD STRENGTH.

D R A W I N G N O T E S :

02.15 EXISTING CONCRETE CURB TO REMAIN

02.17 EXISTING TRENCH DRAIN TO REMAIN

02.32 EXISTING OVERHEAD COILING DOOR TO REMAIN

02.34 EXISTING BUILDING WALL TO REMAIN

02.35 EXISTING LINEAR METAL CEILING TO REMAIN

02.41 EXISTING CEILING TO REMAIN

02.42 EXISTING STRUCTURAL CONCRETE SLAB

03.01 NEW 6" REINFORCED CONCRETE SLAB FOR GUARD BOOTH

03.04 NEW 6" REINFORCED CONCRETE ISLAND - SEE DETAILS ON SHEET AE501

09.04 PATCH AND REPLACE ACOUSTICAL CEILING TILE TO MATCH EXISTING. REPAIR ANY TILES DAMAGED DURING

CONSTRUCTION

09.05 PROVIDE TRANSITION FROM EXISTING CEILING TO NEW GUARD BOOTH. TYPICAL AT PERIMETER OF GUARD BOOTH

13.01 NEW PRE-FABRICATED GUARD BOOTH - SEE DETAIL ON AE401

26.01 PARKING GARAGE CARD READER/INTERCOM

32.01 PERMANENT BOLLARD - SEE DETAIL ON SHEET AE501

32.02 AUTOMATIC FOLDING ARM TRAFFIC BARRIER - SEE ELECTRIC DRAWINGS

NORTH

DOWN

4' - 1" 11' - 11"

7' - 7 1/4"

16' - 0"

08.02

09.01

AE401

AE401

AE401 5

AE401

08.01

08.03

23.01

23.01

13.02

13.02

26.02

23.02

DOOR NUMBER: 001

1' - 3"

E Q

E Q

1/2" WEDGE ANCHOR (3-1/2" MIN.

EMBED). NUMBER OF ANCHORS

PROVIDED BY MANUFACTURER.

PROVIDE GASKETS BETWEEN

DISSIMILAR METALS.

3" X 3" X 1/4" ALUMINUM ANGLE

ANCHOR CLIP MECHANICALLY

FASTENED TO FRAME WITH (4) #12 X

1" TEK SCREWS

ALUM. TREADPLATE

INTERIOR

TEMPORARY GUARD

BOOTH WALL PANEL

SYSTEM BY GUARD

BOOTH MANUFACTURER

EXTERIOR

ALUM. TUBE FRAME

CONCRETE SLAB

DESIGN IS BASED ON A MINIMUM 6" DEEP, 4000 PSI MINIMUM (28 DAY ACI 318) REINFORCED.

THE FOUNDATION/ SLAB SHOULD BE A MINIMUM 12" WIDER THAN THE BUILDING FOOTPRINT

DIMENSIONS. THIS IS THE TO PROVIDE A 6" CONCRETE BORDER ON EACH SIDE OF BUILDING.

THIS DETAIL IS FOR REFERENCE PURPOSE ONLY - MAY VARY BASED ON

UNIT SELECTED BY THE CONTRACTOR. THE BUILDING(S) MUST BE SECURELY

ANCHORED IN PLACE AND MUST BE PROPERLY GROUNDED .

ADEQUATE SIZE ANCHOR BOLTS SHALL BE USED. THE SIZE AND DEPTH OF THOSE ANCHORS

SHOULD BE OF SUFFICIENT DESIGN TO WITHSTAND THE APPLICABLE WIND SPEED AND

SEISMIC LOADS FOR THE LOCATION OF INSTALLATION AND SOIL CONDITIONS.

ANCHORING OF SELECTED MANUFACTURER'S UNIT WILL BE REVIEWED BY VA'S ENGINEERING

CONSULTANT DURING SUBMITTAL REVIEW PHASE.

ANCHORS LOCATED PER PROJECT DRAWINGS

16' - 0"

08.03

23.01

13.03 13.04

3 1/8" 7' - 8"

F L

O O

R T

O O

C E

IL

IN

G

8' - 0"

TINTED FRONT WINDOW

23.01

/4

08.04

08.04

08.02

23.02

26.02

23.01

/2

/2

23.02 26.02

/4

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% BID DOCUMENTS

FULLY SPRINKLERED

LEXINGTON

VAMC TROY

BOWLING

CAMPUS

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/L e x in g to n V

A

P a rk in g G a ra g e

L ig h ti n g

/A rc h it e c tu ra l

P a rk in g G a ra g e rv t

/8 /2

:0

:4

A

M

AE401

GUARD BOOTH DETAILS UPGRADE PARKING GARAGE

LIGHTING AND REPLACE PARKING

GARAGE GATES

1101 Veterans Dr, Lexington, KY 40502

596A4-19-106

1A

05/08/2024 PQ KT

1/2" = 1'-0"

GUARD BOOTH FLOOR PLAN

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

A. FACTORY SUPPLIED ITEMS, SHIPPED LOOSE FOR INSTALLATION ON SITE BY OTHER IN COMPLIANCE WITH ANY AND ALL APPLICABLE CODES: WATER CLOSET, LAVATORY WITH FAUCET, PAPER TOWEL DISPENSER, COAT HOOK, TOILET PAPER DISPENSER AND MIRROR.

B. FACTORY INSTALLED ITEMS INCLUDE: GRAB BARS.

C. WATER HEATER AND WASTE WATER, VENTING AND FRESH WATER SUPPLY ARE PROVIDED AND

INSTALLED BY CONTRACTOR.

D. PROVIDE SLIDING WINDOW AS SHOWN ON DRAWINGS.

E. DETAILS SHOWN ARE FOR BASIS OF DESIGN GUARD BOOTH. MODIFY AS REQUIRED FOR BOOTH

SELECTED BY CONTRACTOR.

F. ALL NEW CONCRETE TO HAVE fc = 4000 PSI YIELD STRENGTH.

G. THE GUARD BOOTH WILL BE REQUIRED TO BE ASSEMBLED ON SITE DUE TO LOW CEILING CLEARANCES.

H. GUARD BOOTH MUST BE ANCHORED TO CONCRETE SLAB.

I. ANCHORING WILL BE REVIEWED BY VA COR AND A/E DURING SUBMITTAL PHASE WITH SELECTED BOOTH /

MANUFACTURER.

J. SEAL AROUND ALL EXPOSED PIPE PENETRATIONS AND PLUMBING FIXTURES.

1 1/2" = 1'-0"

GUARD SHACK BOOTH DETAIL

1/2" = 1'-0"

GUARD BOOTH EAST ELEVATION

1/2" = 1'-0"

GUARD BOOTH NORTH ELEVATION

1/2" = 1'-0"

GUARD BOOTH WEST ELEVATION

1/2" = 1'-0"

GUARD BOOTH SOUTH ELEVATION

PERMANENT PARKING BOOTH Contact:

Luis Fajardo Sales Account Manager

(800) 636-3873x269 lfajardo@panelbuilt.com

8'-0"X16'-0" MODULAR SITE BUILT BALLISTIC LEVEL 3 BOOTH

ITEM

Counter

Exterior Door

Exterior Door Core lockset

Interior Door

Interior Door lockset

SUPPLIER BASIS OF DESIGNINSTALLER

Booth Supplier Booth Installer Booth Standard

Water Closet

Lavatory with Faucet

Paper Towel Dispenser

Mirror

Coat Hook

Water Heater

Waste/Plumbing/Water supply

Heat Pump

Light Fixtures

Misc. Items

Vehicle Counter

Vehicle Intercom

Parking Gate

Electric Panels, transformers

Access Control - PACS

Booth Supplier Booth Installer Booth Standard

General Contractor Booth Installer See Door Hardware Specification.

Booth Supplier Booth Installer Booth Standard Privacy Lockset

Booth Supplier Booth Installer See fixture P-101 see PL501

Booth Supplier Booth Installer See fixture P-414 see PL501

VA Booth Installer

Booth Supplier Booth Installer Booth Standard

Booth Supplier Booth Installer Booth Standard

Plumbing Contractor Plumbing Contractor Electric Tankless Waterheater see PL501

Plumbing Contractor Plumbing Contractor See PL 101/ PL 501

Booth Supplier Booth Installer

Electrical Contractor Electrical Contractor

Type A series: Fail Safe - wet location, vandal resistant 2x2 LED troffer. 4000k, #12 0.125

Engineered Parking Systems: capacity counter. Counters up to 16 lanes, 32,500 spaces. Display indicates number of remaining spaces.

Aiphone - Multi - station video intercom with gate release button and two-way audio communication.

Magnetic Gate Openers - automatic parking gate with articulated arm.

Square D, Schneider Electric

Sole Source - Istar, Tyco Software House

Electrical Contractor Electrical Contractor

Electrical Contractor Electrical Contractor

General Contractor General & electrical Contractor

Electrical Contractor Electrical Contractor

Electrical Contractor Electrical Contractor

Barrier Gate

Card Reader Pedestal General Contractor

General Contractor

General Contractor

General Contractor Basis of Design Engineered Parking Stems 301-16

Basis of Design 306-6T

Booth Supplier Booth Installer Booth Standard

Toilet Paper VA Booth Installer

Soap Dispenser VA Booth Installer

D R A W I N G N O T E S :

08.01 SLIDING ENTRY DOOR TO PROVIDE 32" CLEAR DOOR OPENING AND INCLUDES: HOOK BOLT LOCKSET, TOP SUSPENDED CARRIES ON I-BEAM TRACK, FIXED GLASS IN UPPER PORTION OF DOOR AND WEATHER STRIPPING

08.02 8 PIN SWING PRIVACY DOOR WITH LEVER HANDLE PRIVACY LOCKSET, GEARED ALUMINUM CONTINUOUS HINGE. PROVIDE

32" CLEAR SWING

08.03 INSIDE…