2) 504-225 BID SET PAGES 1-30.pdf

AMARILLO, TEXAS

DEPARTMENT OF VETERANS AFFAIRS

RENOVATE COMMUNITY

LIVING CENTER BLDG. 29

VICINITY MAP NO SCALE

N N

INDEX OF DRAWINGS

LOCATION PLAN NO SCALE

SCOPE OF WORK

PROJECT SITE

ARCHITECTURAL

AD100 DEMOLITION SITE PLAN

AD101 OVERALL DEMOLITION FLOOR PLAN

AD102 CLC HOSPICE UNIT DEMOLITION FLOOR PLAN

AD103 DEMOLITION FLOOR PLAN AT CHAPEL

AD104 CLC HOSPICE UNIT DEMOLITION CEILING PLAN

AD105 DEMOLITION CEILING PLAN AT CHAPEL

AS100 SITE PLAN

AE101 OVERALL FLOOR PLAN AND SIGNAGE PLAN

AE102 CLC HOSPICE UNIT FLOOR PLAN

AE103 CHAPEL FLOOR PLAN

AE104 CLC HOSPICE UNIT REFLECTED CEILING PLAN

AE105 CHAPEL REFLECTED CEILING PLAN

AE106 SECOND FLOOR DEMOLITION / CHAPEL ROOF PLAN

AE201 EXTERIOR ELEVATIONS

AE300 BUILDING SECTION AND DETAILS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 WALL SECTIONS

AE401 ENLARGED FLOOR PLANS

AE402 INTERIOR ELEVATIONS

AE403 INTERIOR ELEVATIONS

AE501 DETAILS

AE502 DETAILS

AE503 DETAILS

AE504 DETAILS

AE505 DETAILS

AE601 DOOR SCHEDULE AND WINDOW SCHEDULE

AE602 EQUIPMENT SCHEDULE

AF101 CLC HOSPICE UNIT FINISH FLOOR PLAN

AF102 CHAPEL FINISH FLOOR PLAN

AF601 INTERIOR FINISH SCHEDULE AND LEGEND

SYMBOLS / LEGEND

KEYNOTE

ELEVATION

IDENTIFIER

N

XXX DOOR NUMBER

ROOM NUMBER

XX

XX

XX-XX

ROOM NAME

GRID LINES

INTERIOR FINISH

EQUIPMENT TAG

X

XX XX

NORTH IDENTIFIER

REFERENCE NO.

OF SHT. ON WHICH

ELEV. IS TAKEN

SHT. NO. ON WHICH

ELEV. IS DRAWN

WINDOW NUMBER

PHOTO IDENTIFIER

X

CODE REFERENCES

WALL TYPEX

XX

XX

XX

X

SHEET NUMBER ON

WHICH SECT. IS DRAWN

SECTION

IDENTIFIER

DETAIL PLAN OR

SECTION INDICATORDETAIL NUMBER

XX

X

SHEET NUMBER

ON WHICH DETAIL

IS DRAWN

DWG. # SHEET TITLE

GI000 COVER SHEET

GI001 GENERAL NOTES AND ABBREVIATIONS

GI002 FIRE LIFE SAFETY PLAN

GI003 ACCESSIBILITY STANDARDS

AUTHORIZED SIGNATURE

APPROVAL

PROJECT DIRECTORY

STRUCTURAL

S-001 GENERAL NOTES

S-101 TYPICAL DETAILS

S-102 TYPICAL DETAILS

S-201 FOUNDATION PLAN AND CEILING FRAMING PLAN

S-202 ROOF FRAMING PLAN AND SECOND FLOOR FRAMING PLAN

S-301 SECTION & DETAILS

S-302 SECTION & DETAILS

S-303 SECTION & DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: 12/27/2018

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

BID DOCUMENTS

MECHANICAL

M001 GENERAL NOTES SHEET INDEX AND SCOPE OF WORK

M002 MECHANICAL LEGEND

M003 MECHANICAL ABBREVIATIONS

M004 MECHANICAL SCHEDULES

MD101 MECHANICAL BASEMENT LEVEL DEMOLITION PLAN

MD102 MECHANICAL GROUND FLOOR PLAN

MD103 MECHANICAL PIPING DEMOLITION PLAN

MH101 MECHANICAL NEW FLOOR PLAN

MH102 MECHANICAL NEW CHAPEL FLOOR PLAN

MP101 MECHANICAL NEW PIPING FLOOR PLAN

M301 MECHANICAL DETAILS

MI301 MECHANICAL CONTROLS

ELECTRICAL

E-001 78-OF-94 ELECTRICAL FRONT SHEET

E-002 79-OF-94 ELECTRICAL LEGEND AND SYMBOLS

E-003 80-OF-94 ELECTRICAL SINGLE LINE DIAGRAM

E-004 81-OF-94 ELECTRICAL PANEL SCHEDULES

E-100 82-OF-94 ELECTRICAL OVERALL PARTIAL FLOOR PLAN

E-101 83-OF-94 ELECTRICAL DEMO

E-102 84-OF-94 ELECTRICAL NEW LIGHTING FLOOR PLAN

E-103 85-OF-94 ELECTRICAL NEW POWER FLOOR PLAN

E-104 86-OF-94 ELECTRICAL NEW SIGNAL FLOOR PLAN

E-105 87-OF-94 ELECTRICAL NEW CHAPEL LIGHTING FLOOR PLAN

E-106 88-OF-94 ELECTRICAL NEW CHAPEL POWER FLOOR PLAN

E-107 89-OF-94 ELECTRICAL NEW CHAPEL LOW VOLTAGE AND DATA FLOOR PLAN

E-108 90-OF-94 ELECTRICAL NEW CHAPEL ROOF PLAN

PLUMBING

P001 62-OF-94 PLUMBING FRONT SHEET

P002 63-OF-94 PLUMBING SCHEDULES

P100 64-OF-94 PLUMBING BASEMENT FLOOR WASTE DEMOLITION PLAN

P101 65-OF-94 GROUND FLOOR HOT AND COLD WATER DEMOLITION PLAN

P102 66-OF-94 GROUND FLOOR WASTE AND VENT DEMOLITION PLAN

P103 67-OF-94 GROUND FLOOR OXYGEN DEMOLITION PLAN

P200 68-OF-94 BASEMENT FLOOR NEW WASTE PLAN

P201 69-OF-94 GROUND FLOOR HOT AND COLD WATER NEW PLAN

P202 70-OF-94 GROUND FLOOR WASTE AND VENT NEW PLAN

P203 71-OF-94 PLUMBING GROUND FLOOR OXYGEN NEW PLAN

P204 72-OF-94 PLUMBING NEW CHAPEL FLOOR PLAN

P300 73-OF-94 PLUMBING WASTE AND VENT DEMOLITION RISER DIAGRAM

P301 74-OF-94 PLUMBING WASTE AND VENT DEMOLITION RISER DIAGRAM

P302 75-OF-94 PLUMBING WASTE AND VENT NEW RISER DIAGRAM

P303 76-OF-94 PLUMBING WASTE AND VENT NEW RISER DIAGRAM

P400 77-OF-94 PLUMBING DETAILS

FIRE PROTECTION

FP001 91-OF-94 FIRE SPRINKLER NOTES AND DETAILS

FP101 92-OF-94 FIRE SPRINKLER GROUND FLOOR DEMOLITION PLAN

FP102 93-OF-94 NEW FLOOR FIRE SPRINKLER PLAN

FP103 94-OF-94 NEW CHAPEL FIRE SPRINKLER PLAN

CIVIL

C-001 SURVEY

CS-100 DEMOLITION

CS-101 SITE LAYOUT

CS-102 SITE GRADING PLAN & DRAINAGE AREA MAP

CS-200 DETAILS

CS-201 DETAILS

Cover Sheet

GI000

78-OF-94

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

.p df

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

9/

/2

:1 0:

P

M 9/

/2

:1

0:

P M

GI001

SD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

DEMOLITION NOTES

1. SEE DEMOLITION PLANS FOR ADDITIONAL NOTES AND INFORMATION.

2. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE

DEMOLITION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND AREAS TO

BE DEMOLISHED PRIOR TO THE COMMENCEMENT OF WORK. BRING TO THE

ATTENTION OF THE GOVERNMENT AND ARCHITECT, IN WRITING, ANY

DISCREPANCIES PRIOR TO AND DURING CONSTRUCTION.

3. MATERIALS, EQUIPMENT, OR CONSTRUCTION NOT NOTED IN THE CONSTRUCTION

DOCUMENTS ARE NOT PART OF THE NEW WORK. IF SUCH IS DISCOVERED DURING

THE COURSE OF THE WORK, CONTRACTOR SHALL REPORT IT TO THE

GOVERNMENT FOR FURTHER INSTRUCTION.

4. COORDINATE ALL DEMOLITION WORK WITH RENOVATION WORK. COORDINATE ALL

DISCIPLINES' WORK WITH EACH OTHER FOR LOCATIONS, SIZES, AND EXTENT OF

WORK.

5. PROTECT ADJACENT SPACES FROM DAMAGE DURING THE PROGRESS OF THE

WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE TO ENSURE

PUBLIC SAFETY TO ALLOW BUILDING OCCUPANCY AND USE.

6. PROVIDE TEMPORARY DUST PROOF PARTITIONS WHERE NECESSARY TO PREVENT

INFILTRATION OF DUST INTO OCCUPIED AREAS. PROVIDE TEMPORARY WEATHER

PROTECTION AS NECESSARY TO PREVENT DAMAGE TO EXISTING FACILITIES AND

TO PREVENT DISCOMFORT OF PERSONS IN OCCUPIED AREAS.

7. NOTIFY CONTRACTING OFFICER ONE WEEK PRIOR TO CORE DRILLING, JACK

HAMMERING, CONCRETE SAWING OR OTHER NOISY WORK ACTIVITY.

8. VERIFY DISPOSAL AND SALVAGE WITH CONTRACTING OFFICER. GOVERNMENT

RESERVES THE RIGHT TO SALVAGE ANY DEMOLITION ITEM. REMOVE, PROTECT

AND TURN OVER SUCH ITEMS TO THE GOVERNMENT.

9. ALL SALVAGEABLE ITEMS SHALL BE PROPERTY OF THE GOVERNMENT AND SHALL

BE REUSED OR STORED WHERE DESIGNATED BY THE GOVERNMENT.

10. RECEIVE CONTRACTING OFFICER APPROVAL OF DEBRIS HAULING ROUTE AND

DUMPSTER LOCATION PRIOR TO START OF WORK.

11. ALL DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE.

12. REMOVAL OF ALL DEBRIS SHALL BE DONE CAREFULLY SO AS NOT TO DAMAGE THE

EXISTING STRUCTURE, WORK AND/OR FINISHES. IN THE EVENT ANY DAMAGES

OCCUR, THEY SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

13. IN ADDITION TO DEMOLITION WORK INDICATED: CUT, MOVE OR REMOVE ITEMS AS

NECESSARY TO PROVIDE ACCESS AND ALLOW REPAIR OR NEW WORK TO

PROCEED. INCLUDE SUCH ITEMS AS:

A. REPAIR OR REMOVAL OF HAZARDOUS OR UNSANITARY CONDITIONS

B. REMOVAL OF ABANDONED ITEMS AND ITEMS SERVING NO USEFUL PURPOSE

SUCH AS: ALL PIPING, DEAD-LEGS, CONDUIT, WIRING, DUCTWORK, DIFFUSERS

AND ANY ASSOCIATED HARDWARE/ FIXTURES ETC.

C. REMOVAL OF UNSUITABLE OR EXTRANEOUS MATERIALS NOT MARKED FOR

SALVAGE. SUCH ITEMS MAY INCLUDE ABANDONED FURNISHINGS, EQUIPMENT

AND DEBRIS SUCH AS ROTTED WOOD, RUSTED METALS AND DETERIORATED

CONCRETE

D. CLEANING OF SURFACES OR REMOVAL OF SURFACE FINISHES AS NEEDED TO

INSTALL NEW WORK AND FINISHES

14. REMOVE EXISTING CEILING, WALL AND FLOOR MATERIALS FOR THE INSTALLATION

OF NEW WORK, AS INDICATED ON THE DRAWINGS.

15. EXISTING STUD WALL: REMOVE EXISTING DRYWALL AND/OR PLASTER INCLUDING

ALL ELECTRICAL OUTLETS (SWITCHES, OUTLETS, ELECTRICAL CONDUIT AND

JUNCTION BOXES) AND OTHER LINES WHERE THEY OCCUR. REMOVE EXISTING

FINISH MATERIAL, STUDS, SHOT PINS, BOLTS OR ANY OTHER PROJECTING

ELEMENTS. REMOVE ALL DEBRIS, CAP AND TIGHTLY SECURE EXISTING

ELECTRICAL, WATER AND GAS LINES THAT ARE TO BE ABANDONED. RESURFACE,

PATCH AND MATCH EXISTING SURFACES FOR NEW CONSTRUCTION.

16. ALL INTERIOR AND/OR EXTERIOR WINDOWS INDICATED TO BE REMOVED SHALL BE

CAREFULLY DISMANTLED AND PRESERVED (GLASS AND FRAMES), BUT SHALL NOT

BE REUSED.

1. PROVIDE FIRE PROTECTION FOR BUILDING UNDER CONSTRUCTION PER

REQUIREMENTS OF LOCAL GOVERNING AGENCIES.

2. PROVIDE AND INSTALL MATERIALS FOR FIRE PROTECTION OF THE

STRUCTURAL ASSEMBLIES OF THIS BUILDING TYPE, AS REQUIRED BY THE

BUILDING CODE.

3. PROVIDE AND INSTALL FIRE DAMPERS WHERE AIR DUCTS PENETRATE

FIRE-RATED WALLS OR CEILING AND WHERE REQUIRED BY CODE OR BY LOCAL

GOVERNING AGENCY.

4. WHERE NONCOMBUSTIBLE CONDUIT, PIPES, OR VENTS PENETRATE A

FIRE-RATED ASSEMBLY, PROVIDE AND INSTALL APPROVED FIRE-RATED

SEALANT OF MINERAL WOOL FIBER TO DRAFTSTOP AND MAINTAIN THE FIRE

SAFE INTEGRITY OF THE ASSEMBLY.

5. RETURN AIR PLENUMS BETWEEN FLOOR OR ROOF ASSEMBLIES AND

SUSPENDED CEILINGS BELOW SHALL MEET THE FOLLOWING REQUIREMENTS.

A. SHALL HAVE NO EXPOSED MATERIALS WITHIN THE PLENUM WITH A FLAME

SPREAD RATING MORE THAN 25 OR A SMOKE DEVELOPED RATING MORE

THAN 50.

B. ALL WIRING IN PLENUMS SHALL BE IN NON-COMBUSTIBLE CONDUIT.

C. ALL EXPOSED COMBUSTIBLE FRAMING MEMBERS AND FINISH SURFACES

WITHIN RETURN AIR PLENUMS SHALL BE COVERED WITH A MINIMUM OF

ONE LAYER 1/2" TYPE 'X' GYPSUM BOARD SECURELY NAILED OR

OTHERWISE FASTENED PER APPLICABLE CODE. PROVIDE AND INSTALL ALL

FURRING, BLOCKING AND TAPE JOINTS.

7. DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE CORRIDORS SHALL BE

PROTECTED WITH SMOKE AND DRAFTSTOP FIRE ASSEMBLIES HAVING A

MINIMUM 2-MINUTE RATING WITH SELF-CLOSERS.

8. INTERIOR WALL AND CEILING FINISHES SHALL BE OF THE FOLLOWING FLAME

SPREAD CLASSIFICATION:

0-25 CLASS I TUNNEL TEST

25-27 CLASS II TUNNEL TEST

76-200 CLASS III TUNNEL TEST

MAXIMUM FLAME SPREAD CLASSIFICATION:

UNSPRINKLERED SPRINKLERED

ENCLOSED STAIRWAY CLASS I CLASS I

EXITWAYS CLASS II CLASS II

ROOMS/OTHER AREAS CLASS III CLASS II

9. WHERE INDICATED OR SPECIFIED, MODIFY THE EXISTING AUTOMATIC FIRE

SPRINKLER SYSTEM AND ALARM. SPRINKLER SYSTEM PLANS SHALL BE

SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL OF SYSTEM LAYOUT

AND HEADS, PRIOR TO SUBMITTAL TO VA FOR REVIEW AND APPROVAL, PRIOR

TO INSTALLATION. ANY CHANGES TO ACCOMMODATE FIELD CONDITIONS SHALL

BE RESUBMITTED AT THE CONTRACTORS EXPENSE WITH NO ADDITIONAL

CHARGE TO GOVERNMENT. WHERE ANNUNCIATOR PANELS, ALARMS, ETC. ARE

REQUIRED IN AN EXPOSED LOCATION, CONTRACTOR SHALL SUBMIT PROPOSED

LOCATIONS & CABINET/COVER PLATE FINISHES TO ARCHITECT FOR APPROVAL

PRIOR TO INSTALLATION.

10. PROVIDE PORTABLE FIRE EXTINGUISHERS OF TYPE, QUANTITY, AND

LOCATIONS INDICATED IN THE DRAWINGS.

11. PROVIDE SMOKE DETECTORS, DUCT DETECTORS AND OTHER SUCH

DETECTION DEVICES AS MAY BE REQUIRED BY CODES AND GOVERNING

AUTHORITIES HAVING JURISDICTION.

12. PROVIDE ALL PAINTING OR MARKING, INCLUDING BUT NOT LIMITED TO, RED

CURBS OR ROOF ADDRESSES THAT ARE REQUIRED BY FIELD INSPECTOR.

13. ALL FIRE-RATED DOORS SHALL HAVE GASKETS AT HEAD & JAMBS TO PROVIDE

SMOKE SEAL.

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL

LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK

SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT

EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. THESE DRAWINGS ARE

ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL DETAILS

AND NECESSARY OFFSETS NEEDED IN THE ARCHITECTURAL WORK. THE

CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO

CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND

KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE

CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS.

2. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES,

AND REGULATIONS AS ADOPTED BY LOCAL VA.

3. DO NOT SCALE DRAWINGS.

4. CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION,

AND FIRE ALARM DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL

DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE

EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION, OR ERRORS,

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY GOVERNMENT AND OBTAIN

CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE

CONFLICTING CONDITIONS EXIST, WITHOUT APPROVAL BY GOVERNMENT, SHALL

BE CORRECTED AT CONTRACTOR'S EXPENSE.

A. IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT GOVERNS.

6. DIMENSIONS, DETAILS, NOTES, AND/OR SYMBOLS THAT APPLY TO ONE UNIT,

APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED OTHERWISE.

7. DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKE CONDITIONS UNLESS

SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS

SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO

THAT INDICATED FOR LIKE CASES OF CONSTRUCTION IN THIS PROJECT.

8. WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN,

INDICATED, OR REFERRED TO ON THE DRAWINGS OR IN THESE NOTES IN THE

SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS

ARE REQUIRED TO COMPLETE THE INSTALLATION.

9. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING

CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED

CONDITIONS TO THE CONTRACTING OFFICER FOR RESOLUTION BEFORE ANY

WORK IS BEGUN.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES

AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON, OR

ABOUT THE JOB SITE; THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL

WORK PERFORMED BY SUBCONTRACTORS.

11. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR

RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL

EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS

PROTECTED, AND SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND

HEALTH ACT" ("OSHA") OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND

ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETY REGULATIONS. THE

CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS

PROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL

DEFEND, INDEMNIFY AND HOLD HARMLESS THE GOVERNMENT AND ARCHITECT

FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH

PERFORMANCE OF WORK ON THIS PROJECT.

12. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL

MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE MODIFIED WITHOUT

PERMISSION OF THE GOVERNMENT. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES INCLUDE BUT ARE NOT LIMITED TO BRACING AND SHORING.

PROTECT REMAINING (E) STRUCTURE UNTIL ALL (N) WORK IS COMPLETED.

OBSERVATION VISITS BY THE GOVERNMENT, ARCHITECT, OR ENGINEER SHALL

NOT INCLUDE THE INSPECTION OF BRACING, SHORING, ETC.

13. WHETHER OR NOT DETAILED ON DRAWINGS, THE CONTRACTOR SHALL PROVIDE

AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING

BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL

WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS

EQUIPMENT, INCLUDING PLYWOOD BACKBOARDS FOR TELEPHONE AND

ELECTRICAL EQUIPMENT ROOMS.

14. NEITHER THE ARCHITECT'S/GOVERNMENT'S REVIEW NOR APPROVAL OF SHOP

DRAWINGS SHALL RELIEVE THE GENERAL CONTRACTOR (G.C.) FROM

RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS

G.C. HAS CALLED THE ARCHITECT'S/GOVERNMENT'S ATTENTION (IN WRITING) TO

SUCH DEVIATIONS AT THE TIME OF SUBMISSION, NOR SHALL IT RELIEVE G.C. OF

RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.

15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES

AND TO COORDINATE AND AVOID CONFLICT IN THE LOCATIONS OF NEW

UNDERGROUND AND SITE UTILITIES. THE CONTRACTOR SHALL INCLUDE ALL

NECESSARY FEES, METERS, AND CONNECTIONS IN HIS OR HER BID, AND SHALL

NOT START CONSTRUCTION ACTIVITIES UNTIL ALL UTILITIES HAVE BEEN

PRECISELY IDENTIFIED IN BOTH LOCATION AND DEPTH.

16. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT SHOULD

UNIDENTIFIED FIELD CONDITIONS BE DISCOVERED.

17. ON A SET OF DRAWINGS, THE CONTRACTOR SHALL KEEP AN UP-TO-DATE

RECORD OF "AS BUILT" CONDITIONS OF THE WORK. UPON COMPLETION OF THE

WORK, THAT SET SHALL BE RETURNED TO THE GOVERNMENT COMPLETELY AND

NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND

REVISIONS IN THE ACTUAL CONSTRUCTION OF THE PROJECT. RECORD

DRAWINGS SHALL BE SIGNED BY SUBCONTRACTORS REPRESENTING ALL MAJOR

TRADES FOR THE PROJECT AS WELL AS THE GENERAL CONTRACTOR.

DOORS

1. ALL STUDS AT NON-BEARING INTERIOR PARTITIONS SHALL BE STEEL 4" WIDE x 18

GAUGE (MIN.) UNLESS NOTED OTHERWISE.

2. PROVIDE AND INSTALL HEAVIER 16 GAUGE STUDS, STIFFENERS, BRACING,

BACK-UP PLATES, ETC., AT STUD WALLS FOR SUPPORT OF TOILET ROOM

FIXTURES AND OTHER WALL-MOUNTED EQUIPMENT.

3. SEE WALL LEGENDS OR CALLOUTS ON PLANS FOR GYPSUM BOARD THICKNESS

AND FIRE RATING, AND FOR INSULATION.

1. DOORS AND DOORWAYS: THE FLOOR ADJACENT TO A DOORWAY SHALL BE

LEVEL FOR A DISTANCE OF FIVE FEET FROM THE DOOR IN THE DIRECTION OF

DOOR SWING AND SHALL BE NOT LESS THAN FIVE FEET WIDE.

2. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED WHERE REQUIRED BY, AND IN

ACCORDANCE WITH, APPLICABLE LAWS.

3. ALL REQUIRED EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS

SHALL HAVE DIRECTIONAL EXIT SIGNS WITH A PRINCIPAL STROKE NOT LESS

THAN 3/4" WIDE AND 6" HIGH.

DISABLED ACCESSIBILITY FOR DOORS AND HARDWARE:

1. OPENING TO BE MINIMUM OF 36" WIDE X 80" HIGH WHEN DOOR IS AT RIGHT ANGLE

TO CLOSED POSITION, UNLESS NOTED OTHERWISE.

2. BOTTOM 12" OF DOOR TO HAVE SMOOTH UNINTERRUPTED SURFACE FOR

OPENING BY WHEELCHAIR FOOT REST. PROVIDE KICK PLATES AS INDICATED.

3. CENTER OF HARDWARE TO BE 34 TO 44 INCHES ABOVE FLOOR. LATCHING AND

LOCKING DOORS TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR

PUSH-PULL TYPE HARDWARE.

4. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 15 POUNDS FOR

EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH

EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER

PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR

AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE

STANDARDS. WHEN FIRE RATED DOORS ARE REQUIRED, THE MAXIMUM EFFORT

TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS WITH

CLOSER.

5. THRESHOLD SHALL BE 1/2" HIGH MAXIMUM WITH 1/4" HIGH MAX. VERTICAL EDGE

BELOW A BEVELED EDGE AT 1:2 SLOPE FOR A HEIGHT OF 1/4" MAXIMUM.

FIRE PROTECTION (FULLY SPRINKLERED BUILDING):

17. ALL ABANDONED PLUMBING LINES, ELECTRICAL CONDUIT OR BOXES, A/C DUCTS

OR DIFFUSERS AND TELEPHONE CABLES SHALL BE REMOVED BACK TO CLOSEST

FEEDER POINT, AND PROPERLY CAPPED, SEALED, ETC.

18. VERIFY LOCATION OF ELECTRICAL, PLUMBING AND MECHANICAL UTILITIES.

IDENTIFY, RELOCATE AND PROTECT UTILITIES TO REMAIN.

19. PROVIDE SHUT-OFF VALVES, ETC. TO MAINTAIN UTILITY SERVICE OUTSIDE THE

AREA OF WORK.

20. PERFORM & PROVIDE RE-ROUTING OF UTILITIES SERVING ADJACENT AREAS AS

REQUIRED FOR UNINTERRUPTED SERVICES.

21. WHERE PARTITIONS ARE BEING REMOVED, REMOVE ALL (E) POWER AND SIGNAL

TO POINT OF ORIGIN. RELOCATE/REROUTE UTILITIES, PIPING, CONDUITS, LIGHT

SWITCHES, AND THERMOSTATS THAT ARE TO REMAIN IN USE.

22. VERIFY WITH OTHER DISCIPLINES' DRAWINGS FOR ANY ADDITIONAL DEMOLITION

WORK THAT MAY BE REQUIRED FOR THE PROPER INSTALLATION OF NEW WORK.

23. COORDINATE NEW OPENINGS IN EXISTING WALLS AND FLOORS WITH OTHER

DISCIPLINES' DRAWINGS FOR LOCATIONS AND SIZES OF EXISTING PIPE, VENT,

DUCT, CONDUIT, OTHER SIMILAR OPENINGS, AND EMBEDDED OR ATTACHED ITEMS.

(RELOCATE UTILITIES IF REQUIRED.)

24. WHERE EXISTING CONSTRUCTION IS CUT OR OTHERWISE DISTURBED TO PERMIT

INSTALLATION OF NEW WORK, REPAIR AND PATCH TO MATCH EXISTING

CONSTRUCTION. USE METHODS AND MATERIALS WHICH ARE SIMILAR IN

APPEARANCE AND EQUAL IN QUALITY TO THOSE AREAS BEING REPAIRED.

25. PATCHING, EXTENSION AND REPAIR WORK SHALL MATCH ADJACENT EXISTING

WORK BY USING SKILLED WORKERS WHO ARE CAPABLE OF MATCHING THE

EXISTING QUALITY OF WORKMANSHIP. QUALITY OF PATCHED OR EXTENDED WORK

SHALL NOT BE LESS THAN THAT SPECIFIED FOR THE NEW WORK.

26. PRODUCTS USED FOR PATCHING, EXTENDING AND MATCHING SHALL BE OF THE

SAME OR EQUAL QUALITY TO THE PRODUCTS THAT ARE USED WITHIN THE NEW

STRUCTURE. GENERALLY CONTRACT DOCUMENTS WILL NOT DEFINE PRODUCTS.

THE CONTRACTOR SHALL VERIFY PRODUCTS TO BE USED BY REPORTING,

INSPECTING AND TESTING. THE WORKMANSHIP SHALL MATCH IN ALL RESPECTS

TO EXISTING CONSTRUCTION.

27. WHERE REMOVAL OF PARTITIONS RESULTS IN ADJACENT SPACES BECOMING ONE,

REWORK FLOORS AND CEILINGS TO PROVIDE SMOOTH PLANES WITHOUT BREAKS,

STEPS, OR BULKHEADS. WHERE CHANGES OF PLANE OCCUR, PROVIDE A SMOOTH

TRANSITION AFTER REPORTING AND RECEIVING INSTRUCTION FOR REPAIR.

28. IF (E) FLOOR IS NOT LEVEL, FLOAT (E) FLOOR LEVEL PRIOR TO INSTALLATION OF

(N) FLOORING. FOR AREAS DESIGNATED TO RECEIVE DRAINS, GRIND FLOOR TO

MAINTAIN POSITIVE SLOPE TO DRAIN. ALSO SEE STRUCTURAL DRAWINGS FOR

MORE INFORMATION.

29. PATCH OR REPLACE ANY PORTION OF AN EXISTING FINISHED SURFACE THAT IS

FOUND DAMAGED, LIFTED, DISCOLORED OR SHOWING ANY SIGNS OF

IMPERFECTION COMPARED TO MATCHING MATERIALS.

A. PROVIDE ADEQUATE SUPPORT OF SUBSTRATE PRIOR TO PATCHING THE

FINISH.

B. REFINISH PATCHED PORTIONS OF PAINTED OR COATED SURFACES IN SUCH A

MANNER AS TO PRODUCE UNIFORM COLOR AND TEXTURE OVER THE ENTIRE

SURFACE.

C. WHEN EXISTING SURFACE FINISH CANNOT BE MATCHED, REFINISH ENTIRE

SURFACE TO NEAREST INTERSECTIONS.

ASBESTOS AND LEAD PAINT

1. HAZARDOUS MATERIALS SURVEY AND/OR REMOVAL ARE NOT WITHIN THE

SCOPE OF THIS PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED DURING

THE PERFORMANCE OF WORK ON THIS PROJECT, THE CONTRACTOR SHALL

NOTIFY THE GOVERNMENT IMMEDIATELY.

PARTITIONS

ABBREVIATIONS

GENERAL NOTES AND

ABBREVIATIONS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 0:

P

M 9/

/2

:1

0:

FIRE LIFE SAFETY PLAN

GI002

SD

FIRE LIFE SAFETY PLAN1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

LEGEND

PROJECT DATA

N

XX'

UNIT A / SMOKE

COMPARTMENT 1:

6,858 SF

UNIT B / SMOKE

COMPARTMENT 2:

11,387 SF

UNIT C / SMOKE

COMPARTMENT 3:

4,453 SF

UNIT D / SMOKE

COMPARTMENT 4:

4,457 SF

NEW CHAPEL ADDITION:

986 SF

85'

25'

26'

24'

96'

15'

SMOKE COMPARTMENT PLAN2 N

17'

92'

20'

11'

25'

29'

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 0:

P

M 9/

/2

:1

0:

9"

IN

18"

M

AX

M

AX

ABA

LAVATORY

MIRROR PAPER

TOWEL

DISPENSER

SEAT

COVER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

INSULATION @ HOT & COLD

WATER SUPPLY & DRAIN PIPES

SOAP

DISPENSER

WASTE

RECEPTACLE

M

AX

M

IN

TOILET

TISSUE

DISPENSER

36"

MAX.

CLR.

40" TO BOTTOM OF REFLECTIVE

SURFACE, EXCLUDING FRAME

1-1/2"Ø S.S.

GRAB BARS

42"

12" MAX. 36"

2'-0"

12" MIN

SURFACE

MOUNTED

COAT HOOK

" M

IN

DRINKING

FOUNTAIN

" M

AX

M

AX

R

EA

C H

FINISHED

FLOOR

7' -0

A.

F.

F.

CLOCK

7' -0

A.

F.

F.

TV

MONITOR

9" M

IN

6" M

AX

A.

F.

F.

3' -8

A.

F.

F.

" M

AX

TO

S

PO

U T

M

AX

O .C

ELECTRICAL

OUTLET

GI003

SD

N

ACCESSIBLE CLEARANCES @ DOORS IN SERIES

TYP. LANDING CLEARANCES @ DOOR ACCESSIBLE CLEARANCES

GROUND AND FLOOR CLEARANCE

TOE CLEARANCE KNEE CLEARANCE

ACCESSIBLE REACH RANGE

24" MINIMUM EXTERIOR & 18"

MIN. INTERIOR BEYOND

STRIKE EDGE OF A GATE OR

DOOR ON THE SIDE TOWARD

WHICH IT SWINGS.

DOOR WIDTH PLUS 42" D

O

O R

W

ID

TH

P

LU

S

PROVIDE

BACKING AT

GYPSUM

BOARD WALL

1 1/2" MIN.

1/

2" M

IN

6" MAX. 17"-25" 11" MIN.

9" MIN.

8" MIN.

25" MAX.

60 MIN

36 MIN

12 MIN 12 MIN

66 MIN. - VA

48 MIN

60 MIN

36 MIN

30 MIN

" M

IN

" M

IN

" M

IN

M

IN

V A 36

M

IN

M

IN

M

IN

M

IN

X

24 X

" M

AX

" M

IN

" M

AX

" M

AX

" M

AX

" M

AX

" M

IN

" M

AX

" M

IN

" M

IN

" M

IN

V A

" M

IN

A

BA

AS

" M

IN

A

BA

AS

10 MAX

30" 10"

>20"-25" MAX.20" MAX.

48" MIN.

X < 48

42" MIN. - ABAAS

24" MAX.

48" MIN.

24" MAX.

48 MIN

48 MIN

48 MIN

(A)

ELEVATION

(B)

PLAN

(A)

ELEVATION

(B)

PLAN

9"

(A) (B)

AR

M

AR

M

BASE

24 MIN

(B)

PARALLEL

(A)

FORWARD

(A)

CLEAR WIDTH 180

DEGREE TURN

(A) (B)

(C)

ACCESSIBLE SWING DOOR CLEARANCE

(J)

LATCH APPROACH, PUSH

SIDE

(I)

LATCH APPROACH, PULL

SIDE, DOOR PROVIDED

WITH CLOSER

(H)

LATCH APPROACH, PULL

SIDE

(C)

FRONT APPROACH, PUSH

SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

(B)

FRONT APPROACH,

PUSH SIDE

(A)

FRONT APPROACH,

PULL SIDE

24" MIN.

24" MIN. 24" MIN.

18" MIN.12" MIN.

" M

IN

" M

IN

" M

IN

" M

IN

" M

IN

" M

IN

. WATER CLOSET

PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS

CIRCULAR

HANDRAIL,

1 1/4"Ø MIN. 2"Ø

MAX.

" M

IN

" M

IN

A

BA

AS

" M

IN

V A

CLEAR WIDTH AT

ACCESSIBLE ROUTE

" M

IN

V A

42" MIN. - ABAAS

60" MIN. - VA60" MIN. - VA

N

>10"-24"

" M

AX

HANDRAILS

ACCESSIBLE TURNING RADIUS

UP-SWING GRAB BAR

ACCESSIBLE SWING DOOR CLEARANCE

(C)

PUSH SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

(B)

PUSH SIDE

(A)

PULL SIDE

(K)

LATCH APPROACH, PULL

SIDE, DOOR PROVIDED

WITH CLOSER

(G)

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

(F)

HINGE APPROACH,

PUSH SIDE

(E)

HINGE APPROACH,

PULL SIDE

(D)

HINGE APPROACH,

PULL SIDE

12" MIN.

X > 8" X > 8"

18" MIN.

24" MIN.

36" MIN.42" MIN.22" MIN.

22" MIN.

X > 8"48 " M

IN

" M

IN

" M

IN

" M

IN

" M

IN

" M

IN

" M

IN

" M

IN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTSACCESSIBILITY STANDARDS

" M

IN

" M

AX

* HANDRAIL HEIGHT IS TO BE MEASURED FROM

THE TOP OF THE GRIPPING SURFACE TO THE

WALKING SURFACE OR STAIR NOSINGS.

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 0:

P

M 9/

/2

:1

0:

TOPOGRAPHIC SURVEY

C-001Texas Fir Registration No. 8856 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

H2B, INC.

JS

12170 RESEARCH BLVD., SUITE 355

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

ALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, Bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225

ARCHITECT/ENGINEER OF RECORD

12/27/2018

BID DOCUMENTS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 0:

P

M 9/

/2

:1

0:

CS-100

DEMOLITION CIVIL PLAN

Texas Fir Registration No. 8856 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

H2B, INC.

JS

12170 RESEARCH BLVD., SUITE 355

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

ALL

KEY PLAN

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, Bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225

ARCHITECT/ENGINEER OF RECORD

10'0

EXISTING FENCE

EXISTING COMMUNICATION LINE

EXISTING SANITARY SEWER

LEGEND:

CONCRETE SIDEWALK

TO BE REMOVED

REMOVE EXISTING FEATURER

P PROTECT EXISTING FEATURE

NOTES:

S SAWCUT

REMOVE EXIST GREENHOUSE

WITH FOUNDATION

REMOVE EXIST FEATURE

5'

SCALE: 1" = 5'

1. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN

SCHEMATIC REPRESENTATION ONLY. LIMITS OF

DEMOLITION TO BE VERIFIED IN FIELD BY

CONTRACTOR.

2. ALL DEMOLISHED MATERIAL TO BE DISPOSED OF

OFF-SITE BY CONTRACTOR.

3. UTILITIES PRESENTED ON THESE DRAWINGS

ARE SHOWN BASED ON THE BEST AVAILABLE

INFORMATION. CONTRACTOR SHALL VERIFY

THE EXACT LOCATIONS IN THE FIELD PRIOR

TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY

LOCATING SERVICES AT LEAST 48 HOURS BEFORE

PROCEEDING WITH ANY EXCAVATION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR

DAMAGES TO EXISTING WATER, WASTEWATER,

IRRIGATION LINES, STORMWATER LINES, AND

TRAFFIC CONTROL DEVICES EVEN IF SUCH LINES

ARE NOT SHOWN ON THE PLANS. DAMAGES

SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

5. ADEQUATE DRAINAGE SHALL BE MAINTAINED

AT ALL TIMES DURING CONSTRUCTION AND ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED

DURING CONSTRUCTION SHALL BE RESTORED

TO EXISTING CONDITIONS OR BETTER.

6. CONTRACTOR SHALL TAKE NECESSARY

PRECAUTIONS TO PROTECT ROOT SYSTEMS OF

SHRUBS, PLANTS, AND TREES ALONG THE AREA

OF EXCAVATION.

7. CONTRACTOR SHALL COMPLY WITH THE LATEST

EDITION OF OSHA REGULATIONS AND THE STATE

OF TEXAS LAWS CONCERNING EXCAVATION.

8. CONTRACTOR SHALL FIELD VERIFY THE

LOCATION OF ALL EXISTING IRRIGATION LINES

WITH IN WORK AREA. CONTRACTOR SHOULD

ENSURE ANY IMPACTED IRRIGATION SPRINKLERS

ARE ADJUSTED AND FULL COVERAGE IS

ACHIEVED.

REMOVE STORM SEWER OR FENCE

S

RREMOVE 901 SF

OF CONC S/W

REMOVE 245 SF

EXIST GREENHOUSER

R

R

R

REMOVE

EXIST

TREE

R

R

P

P

S

S

R

S

REMOVE 45 SF

PLANTER BOX

REMOVE BENCH

WITH CANOPY

P

RELOCATE EXIST

WATER VALVE

P

REMOVE 22 LF

EXIST STM SWR

EXIST INLET

REMOVE EXIST

OPENING AND GRATE

REMOVE 45 LF

EXIST STM SWR

PERGOLA

STRUCTUREP

R

S SAWCUT & REPLACE EXIST SIDEWALK

TO REMOVE EXIST STM SWR

BUILDING

BUILDING

BU

IL

D

IN

G

BU

IL

D

IN

G

PLANTER

BUILDING

FF=3696.87

BUILDINGFF=3696.85

EXIST STM GRATE

DEPTH = 6.3'

EXIST SAN MH

DEPTH = 5.2'

EXIST SAN MH

DEPTH = 5.3'

EXIST SAN MH

DEPTH = 5.2'

TBM-22

RAMP

WV

EXIST 0.8'

DIA TREE

EXIST STM GRATE

DEPTH = 3.4'

EXIST COMM MH

EXIST 1'

DIA TREE

EXIST 1'

DIA TREE

EXIST WALL

EXIST WALL

EXIST PERGOLA

EXIST FENCE

LIGHT

EXIST LIGHT

EXIST LIGHT

REMOVE 85 LF

EXIST FENCER

R R

R

COMM

EXISTING STORM SEWER

12/27/2018

BID DOCUMENTS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

CS-101

SITE LAYOUT PLAN & STORM WATER

POLLUTION PREVENTION PLAN

IPB

CONCRETE WASHOUT AREA

Texas Fir Registration No. 8856 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

H2B, INC.

JS

12170 RESEARCH BLVD., SUITE 355

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

ALL

KEY PLAN

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, Bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225

ARCHITECT/ENGINEER OF RECORD

10'0

LIMITS OF NEW BUILDING ADDITION

EXISTING FENCE

EXISTING SANITARY SEWER

LEGEND:

LIMITS OF NEW CONCRETE WALL

NEW TILE SIDEWALK

SCALE: 1" = 5'

5'

EXIST PERGOLA TO REMAIN

NEW 18" TALL STUCCO WALL

NEW UNDERGROUND STORM SEWER

NEW STORM SEWER

5 NEW CONCRETE SIDEWALK

LIMITS OF NEW CONCRETE SIDEWALK

NEW SILT FENCE INLET

PROTECTION BARRIER

SITE LAYOUT NOTES:

SWPPP NOTES:

1. TEXAS WATER CODE 11.086 "NO PERSON MAY

DIVERT OR IMPOUND THE NATURAL FLOW OF

SURFACE WATERS IN THIS STATE, OR PERMIT

A DIVERSION OR IMPOUNDING BY HIM TO

CONTINUE, IN A MANNER THAT DAMAGES THE

PROPERTY OF ANOTHER BY THE OVERFLOW OF

THE WATER DIVERTED OR IMPOUNDED".

2. ALL SUBCONTRACTORS WILL BE EDUCATED TO

FOLLOW STORM WATER POLLUTION PREVENTION

REQUIREMENTS.

3. ANY LAND CLEARING, CONSTRUCTION,

DEVELOPMENT, OR OTHER ACTIVITIES

INVOLVING THE MOVEMENT OF EARTH

SHALL BE IN ACCORDANCE WITH THE SWPPP.

4. A SITE OPERATOR SHALL BE ON SITE ON ALL

DAYS WHERE CONSTRUCTION OR GRADING

ACTIVITY TAKES PLACE.

5. STRUCTURAL BEST MANAGEMENT PRACTICES

WILL BE INSPECTED AND MAINTAINED AT LEAST

EVERY 14 DAYS AND AFTER ANY PRECIPITATION

OR RUNOFF EVENT THAT CAUSES SURFACE

EROSION, SEDIMENT TRANSPORT OR VEHICULAR

TRACKING.

6. SCRAPING AND SWEEPING OF STREETS,

SIDEWALKS AND FLOWLINES MUST BE

CONDUCTED AT THE END OF EACH WORK

DAY WHEN DIRT AND OTHER CONSTRUCTION

MATERIAL HAS BEEN TRACKED ONTO STREETS.

7. EARTH MATERIALS AND LANDSCAPE MATERIALS

SUCH AS SOD, ROCK AND MULCH SHALL NOT

BE STOCKPILED, PLACED OR STORED ON

DRIVEWAYS, STREETS, SIDEWALKS OR IN STORM

WATER FLOWLINES.

8. CONSTRUCTION SUPPLIES (e.g., TRUSSES AND

LUMBER), ROLL OFF CONTAINERS, DUMPSTERS,

PORTABLE TOILETS, TRAILERS, ETC., SHALL

NOT BE STORED ON STREETS OR SIDEWALKS

OR OTHER IMPERVIOUS SURFACES. THESE

ITEMS SHALL BE STORED ON THE CONSTRUCTION

SITE OR STAGING AREAS.

9. TEMPORARY SANITARY FACILITIES SHALL BE

LOCATED ON NATURAL GROUND AND AT LEAST

25 FEET FROM ANY STORM SEWER INLET OR

WATER BODY AND SHALL BE SERVICED

REGULARLY AS NEEDED.

NOTES:KEYED NOTES:

EXISTING COMMUNICATION LINE

EXISTING STORM SEWER

NEW LANDSCAPE IRRIGATION

LIMITS OF NEW TILE OR SCORED SIDEWALK

RE: ARCH

NEW UNDERGROUND SANITARY SEWER

1. REFER TO ARCHITECTURAL SITE PLAN FOR NEW

LANDSCAPING.

2. CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING STORM SEWER INLET OUTFALL AND

CONNECT NEW STORM SEWER LINE.

3. UTILITY SERVICE TO NEW ADDITION SHALL BE

PROVIDED FROM EXISTING BUILDING. REFERENCE

MEP DRAWINGS FOR ADDITIONAL INFORMATION.

NO NEW UTILITY SERVICE CONNECTIONS ARE

PROPOSED.

4. SOD ALL DISTURBED AREAS.

5. UTILITIES PRESENTED ON THESE DRAWINGS ARE

SHOWN BASED ON THE BEST AVAILABLE

INFORMATION. CONTRACTOR SHALL VERIFY THE

EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR

SHALL NOTIFY LOCAL UTILITY LOCATING SERVICES

AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR

DAMAGES TO EXISTING WATER, WASTEWATER,

IRRIGATION LINES, STORMWATER LINES, AND

TRAFFIC CONTROL DEVICES EVEN IF SUCH LINES

ARE NOT SHOWN ON THE PLANS. DAMAGES SHALL

BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

7. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT

ALL TIMES DURING CONSTRUCTION AND ANY

DRAINAGE DITCH OR STRUCTURE DISTURBED

DURING CONSTRUCTION SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER.

8. CONTRACTOR SHALL TAKE NECESSARY

PRECAUTIONS TO PROTECT ROOT SYSTEMS OF

SHRUBS, PLANTS, AND TREES ALONG THE AREA

OF EXCAVATION.

9. CONTRACTOR SHALL COMPLY WITH THE LATEST

EDITION OF OSHA REGULATIONS AND THE STATE

OF TEXAS LAWS CONCERNING EXCAVATION.

10. CONTRACTOR SHALL FIELD VERIFY THE

LOCATION OF ALL EXISTING IRRIGATION LINES

WITH IN WORK AREA. CONTRACTOR SHALL ENSURE

ANY IMPACTED IRRIGATION SPRINKLERS ARE

ADJUSTED AND FULL COVERAGE IS ACHIEVED.

11. CONTRACTOR SHALL PROVIDE DOWELS AND

SIDEWALK HEADER WHERE NEW SIDEWALK TIES

INTO EXISTING TO REMAIN SIDEWALK AS SHOWN

ON DETAIL 2/CS-200.

12. THE TOPOGRAPHIC BACKGROUND SHOWN IS A

COMBINATION OF FIELD SURVEY AND

CONSTRUCTION PLANS. CONTRACTOR SHALL

FIELD VERIFY ALL FEATURES PRIOR TO

COMMENCING WORK, AND SHALL NOTIFY THE

ENGINEER IF ANY DISCREPANCIES OR CONFLICTS

EXIST.

13. PROPOSED CONCRETE SHALL HAVE 48"

SCORE PATTERN.

NEW LANDSCAPE IRRIGATION

RE: MEP

NEW CHAPEL

BUILDING

ADDITION

FF=±3696.87

MATCH EXISTING

N

EW

D O

O R

.1

5.29

5.

7.

IPB

IPB

SEE NOTE 2 ON SITE LAYOUT NOTES

IPB

17.04

21.84

.7

7 13

5.

14.48

RELOCATE EXIST

HOSE BIB

RE: MEP

R5

6.43

WATER

VALVE

EXIST

BUILDING

EXIST

BUILDING

EX

IS

T

BU

IL

D

IN

G

EXIST

BUILDING

FF=3696.87

EXISTBUILDINGFF=3696.85

EXIST SAN MH

DEPTH = 5.2'

EXIST SAN MH

DEPTH = 5.3'

EXIST SAN MH

DEPTH = 5.2'

RAMP

EXIST STM GRATE

DEPTH = 3.4'

EXIST COMM MH

EXIST ASPHALT FIRE ACCESS ROAD

EXIST WALL

EXIST WALL

EXIST WALL

EXIST WALL

EXIST PERGOLA

4.24

2.

2.67

5.98 5

EXIST PERGOLA

.1

5.29

7.

17.04

21.84

.7

R5

6.43 4.24

2.

2.67

5.98 5

SITE PLAN WITH ADDITIVE BID ALTERNATE

8 NEW CONCRETE PAVEMENT W/ 48"

SQUARE SCORING PATTERN5

EX

IS

T

BU

IL

D

IN

G

COMM

12/27/2018

BID DOCUMENTS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

CS-102

SITE GRADING PLAN &

DRAINAGE AREA MAP

RELOCATE EXIST

HOSE BIB

RE: MEP

Texas Fir Registration No. 8856 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

H2B, INC.

JS

12170 RESEARCH BLVD., SUITE 355

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

ALL

KEY PLAN

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, Bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225

ARCHITECT/ENGINEER OF RECORD

10'0

SCALE: 1" = 5'

5'

EXISTING FENCE

EXISTING SANITARY SEWER

NEW STORM SEWER

TS TOP OF SIDEWALK

LEGEND:

NOTES:

X.XX

"X" DRAINAGE AREA DESIGNATION

DRAINAGE AREA (ACRES)

PROP INLET DESIGNATION

TOTAL ACCUMULATIVE ACRES

TOTAL ACCUMULATIVE FLOW (CFS)

PROPOSED DRAINAGE AREA BOUNDARY

GRADING LEGEND:

DRAINAGE LEGEND:

FF FINISHED FLOOR

TBM - 26 (Mag Nail) N-3719514.20 E-534543.71 Elev-3696.08

TBM - 22 (60 d Nail) N-3719446.88 E-534661.26 Elev-3696.26

EXISTING COMMUNICATION LINE

EXISTING STORM SEWER

TR TOP OF RAMP/STEPS

TW TOP OF WALL

1. SOD ALL DISTURBED AREAS.

2. PROVIDE 2% MAX SLOPE AT EACH ADA

ACCESSIBLE PARKING SPACE.

3. PROVIDE 2% MAX SLOPE IN ALL DIRECTIONS

AT EACH PEDESTRIAN DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED

5% GRADE AND SHALL HAVE 5' LEVEL

LANDINGS AT TOP AND BOTTOM OF RAMP.

5. RAMPS THAT HAVE CHANGE IN HEIGHT

GREATER THAN 6" SHALL HAVE HANDRAILS

IN ACCORDANCE WITH ADA ACCESSIBILITY

STANDARDS.

6. ALL LONGITUDINAL SIDWALK SLOPES SHALL

NOT EXCEED 3% AND CROSS-SLOPES SHALL NOT

EXCEED 2%.

7. CONCRETE SLOPE SHALL BE NO LESS THAN

0.50% EXCEPT CONCRETE GUTTERS AND VALLEYS

SHALL BE NO LESS THAN 0.35%.

8. PROVIDE POSITIVE DRAINAGE AWAY FROM

BUILDING.

9. ALL STORM SEWER PIPE LENGTHS REPRESENT

THE HYDRAULIC LENGTHS (MEASURED FROM

THE CENTER OF THE APPURTENANCE), NOT

THE PIPE LAYING LENGTH.

10. PROPOSED STORM SEWER DISCHARGES INTO

EXISTING DRAINAGE SYSTEM ON-SITE.

CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING STORM SEWER INLET OUTFALL AND

CONNECT NEW STORM SEWER LINE.

BENCHMARK

INFORMATION:

JB STORM SEWER JUNCTION BOX

NEW CHAPEL

BUILDING

ADDITION

FF=±3696.87

MATCH EXISTING

PROP GRT INL

RIM = 3696.23

FL 10" NE = 3692.80

G R

AD

E

TO

D

R

AI

N

GRADE TO

DRAIN

GRADE TO

DRAIN

G R

AD

E

TO

D

R

AI

N

EXIST GRT INL

(TO BE REMOVED)

GRATE = ±3696.27

FL X" N = ±3692.87 0.019

A

EXIST GRT INL

(TO BE REMOVED)

GRATE = ±3696.81

FL X" NE = ±3690.51

G R

AD

E

TO

D

R

AI

N

0.037

B

G R

AD

E

TO

D

R

AI

N

PROP GRT INL

RIM = 3696.10

FL 10" S = 3692.53

FL X" E = 3692.53

GRADE TO

DRAIN

GRADE TO

DRAIN

N

EW

D O

O R

GRADE TO

DRAIN

GRADE TO

DRAIN

2% MAX

0.008

EXIST

G R

AD

E

TO

D

R

AI

N

G R

AD

E

TO

D

R

AI

N

GRADE TO

DRAIN

MATCH EXIST

TS=±3696.31

TS=3696.52

TS=3696.52

MATCH EXIST

TS=±3696.33

MATCH EXIST

TS=±3696.39

MATCH EXIST

TS=±3696.47

HIGH POINT IN

LANDSCAPE

PROP 42 LF 10" HDPE

STM SWR @ 0.48%

FF=3696.87

TS=3696.62

FF=3696.87

TS=3696.62

FF=±3696.87

TS=3696.87

TS=3696.70

PROP 15 LF 10" HDPE

STM SWR @ 0.48%

MATCH EXIST

TS=±3696.88

TW=3698.38

TS=3696.48

PROP 15 LF 10" HDPE

STM SWR @ 0.48%

PR

O

P

L F

4" S

AN

S

W R

.0 8%

PROP 6 LF 10" HDPE

STM SWR @ 0.48%

1.0%

MATCH ADJ.

TS=±3696.49

1.7%

TS=3696.60

FG=3696.70

TS=3696.30

TS=3696.48

MATCH EXIST

TS=±3696.72

TS=3696.87

TW=3698.37

MATCH EXIST

TS=±3696.65

TW=3698.15

MATCH EXIST

TS=±3696.59

TW=3698.09

FF=3696.87

TS=3696.62

TW=3698.12

PROP 4 LF 4" SAN

SWR @ 2.08%

PROP SAN

SWR CLEANOUT

PROP J-BOX

RIM = 3696.39

FL 10" SW = 3692.73

FL 10" NW = 3692.73

FL 10" W = 3692.73

CONNECT PROP 10" STM

SWR TO PROP 3" STM SWR

FL 10" E = 3692.76

CONNECT PROP 4" SAN

SWR TO PROP 2" SAN SWR

FL 4" SE = 3690.87

CONNECT PROP 4" SAN SWR

TO EXIST SAN SWR

FL 4" SW = 3690.02

BUILDING

BUILDING

BU

IL

D

IN

G

BU

IL

D

IN

G

BUILDING

FF=3696.87

BUILDINGFF=3696.85

EXIST SAN MH

DEPTH = 5.2'

EXIST SAN MH

DEPTH = 5.3'

EXIST SAN MH

DEPTH = 5.2'

RAMP

EXIST STM GRATE

DEPTH = 3.4'

EXIST COMM MH

EXIST WALL

EXIST WALL

EXIST PERGOLA

MATCH EXIST

TS=±3696.85

TW=3698.35

MATCH EXIST

TS=±3696.85

COMM

12/27/2018

BID DOCUMENTS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

CS-200

DETAILS

Texas Fir Registration No. 8856 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

H2B, INC.

JS

12170 RESEARCH BLVD., SUITE 355

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

ALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, Bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225

ARCHITECT/ENGINEER OF RECORD

SEWER

UTILITY TRENCH PATCH DETAIL

SPECIFICATIONS

12/27/2018

BID DOCUMENTS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

CS-201

1SCALE: NTS

VA CONCRETE SIDEWALK DETAIL

2SCALE: NTS

VA TYPE 2 UTILITY TRENCH PATCH DETAIL3SCALE: NTS

VA TYPE 3 UTILITY TRENCH PATCH DETAIL

4SCALE: NTS

UTILITY TRENCH PAVEMENT PATCH NOTES

5SCALE: NTS

PAVER DETAIL

DETAILS

Texas Fir Registration No. 8856 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713.864.2900

H2B, INC.

JS

12170 RESEARCH BLVD., SUITE 355

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

ALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, Bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225

ARCHITECT/ENGINEER OF RECORD

CONCRETE PAVER

2 3

8 " MINIMUM THICKNESS, ON SAND

OVER COMPACTED AGGREGATE BASE

BEDDING SAND

APPROXIMATELY 1" TO 1 1

2"

GEOTEXTILE TURNED UP AT SIDES

PAVING UNIT HEADER ON MORTAR

BED OVER CONCRETE BAND

WEED CONTROL BARRIER

ADJACENT LANDSCAPE

REBAR CONTINUOUS

RE: DETAIL 1 / CS-200

COMPACTED AGGREGATE BASE

4" MINIMUM THICKNESS

COMPACTED SOIL SUBGRADE

GALVANIZED LANDSCAPE STAPLE

THE SPECIFICATIONS.

THE SPECIFICATIONS.

THE SPECIFICATIONS.

THE SPECIFICATIONS.

THE SPECIFICATIONS.

SPECIFICATIONS FOR THE TYPE SPECIFIED.

THE

THE SPECIFICATIONS FOR THE TYPE SPECIFIED.

36' MAX. 36' MAX.

5'

48"

12/27/2018

BID DOCUMENTS

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AD100

DEMOLITION SITE PLAN1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

LEGEND

KEY NOTES

GENERAL NOTES

JL

N

KEY PLAN

N

DEMOLITION SITE PLAN

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

OVERALL DEMOLITION

FLOOR PLAN1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

LEGEND

GENERAL NOTES

N

OVERALL DEMOLITION

FLOOR PLAN

AD101

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AD102

CLC HOSPICE UNIT

DEMOLITION FLOOR PLAN1

LEGEND

KEY NOTES

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

N

KEY PLAN

N

CLC HOSPICE UNIT

DEMOLITION FLOOR PLAN

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AD103

DEMOLITION FLOOR

PLAN AT CHAPEL1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

LEGEND

KEY NOTES

GENERAL NOTES

N

KEY PLAN

N

DEMOLITION FLOOR

PLAN AT CHAPEL

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AD104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

GENERAL NOTES

N

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

KEY PLAN

N

CLC HOSPICE UNIT

DEMOLITION CEILING PLAN

LEGEND

KEY NOTES

1. (E) CEILING TO REMAIN. PROTECT DURING

CONSTRUCTION. FIRE PROTECTION SYSTEM IS TO BE

REPLACED IN ROOMS 1528 AND 1529 PER FIRE

PROTECTION DRAWINGS.

2. (D) EXISTING CEILING FAN

1. UNLESS OTHERWISE NOTED, CEILINGS IN RESIDENT

ROOMS ARE 9'-6" ABOVE FINISHED FLOOR, AND OTHER

CEILINGS ARE 9'-0" ABOVE FINISHED FLOOR.

2. ENSURE THAT THE (E) FIRE SPRINKLER SYSTEM WILL

REMAIN EFFECTIVE DURING CONSTRUCTION. PROTECT (E)

FIRE SPRINKLER SYSTEM IN PLACE. DURING CEILING

DEMOLITION, PROTECT (E) SPRINKLER HEADS UNTIL

THEY CAN BE REPLACED WITH NEW. SEE FIRE

PROTECTION DRAWINGS.

CLC HOSPICE UNIT

DEMOLITION CEILING PLAN

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AD105

DEMOLITION CEILING

PLAN AT CHAPEL1

LEGEND

KEY NOTES

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

KEY PLAN

N

N

DEMOLITION CEILING

PLAN AT CHAPEL

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AS100

SITE PLAN1

LEGEND

KEY NOTES

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

N

KEY PLAN

N

LANDSCAPE NOTES

SITE PLAN

SITE PLAN WITH ADDITIVE

BID ALTERNATE2 N

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

OVERALL FIRST FLOOR PLAN1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

N

GENERAL LEGEND

GENERAL NOTES

OVERALL FLOOR PLAN AND

SIGNAGE PLAN

AE101

SD

SIGNAGE LEGEND & SCHEDULE

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AE102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Renovate Community Living Center, bldg. 29, Amarillo VAMC

Amarillo, Texas

Building 29

504-225ARCHITECT/ENGINEER OF RECORD

12170 RESEARCH BLVD., SUITE 355

t: 888.900.3823 www.schwabeng.com

AUSTIN, TX 78759

PROJECT NO.: 02164822.00

AT

T S

XETE FO

SA

R.

KALWANI

2 4 0 11

R

EG

IS

TE

RED ARCHITEC

T

ATAA

S

X

SAS2 4 0 11

12/27/2018

BID DOCUMENTS

CLC HOSPICE UNIT FIRST FLOOR PLAN1

LEGEND

KEY NOTES

GENERAL NOTES

N

LI

M

IT

O

F W

O R

K

LI

M

IT

O

F W

O R

K

KEY PLAN

N

CLC HOSPICE UNIT

FLOOR PLAN

4-

FI

N

A L

BI

D

S

ET

D W

G S

CO

M

BI

N

ED

4-

FI

N A

L

BI

D S

ET

D

W G

S

CO

M

BI

N

ED

/2

:1 1:

P

M 9/

/2

:1

1:

AE103

CHAPEL FLOOR PLAN1

LEGEND

KEY NOTES

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

P…