S02-21_06_30_VA Pharmacy Overall Plans_Part1.pdf

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com U.S. Department of Veterans Affairs

BUILDING 15 RENOVATION -

PHARMACY

4800 MEMORIAL DRIVE

WACO, TEXAS, 76711

PROJECT No. 674A4-18-105

COVER

A0.1

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

U.S. Department of Veterans Affairs

LOCATION MAP

SCALE: NTS

SITE

6/30/2021

GENERAL CONSTRUCTION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

ALL WORK OF THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL CODE COUNCIL BUILDING CODE, FIRE CODE, ENERGY CONSERVATION CODE, PLUMBING CODE, TAS, AND ALL OTHER APPLICABLE

STATE AND FEDERAL CODES AND REGULATIONS.

THE CONTRACTOR SHALL PERFORM THE WORK IN SUCH A MANNER THAT THE SAFETY OF THE WORKERS IS REASONABLY ASSURED. THIS SHALL INCLUDE PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACTUAL REQUIREMENTS; BE RESPONSIBLE FOR CONTROL OF

CONSTRUCTION LOCATIONS, ELEVATIONS, DIMENSIONS, AND QUANTITIES.

PRIOR TO COMPLETION OF ALL WORK, CLEAN PREMISES FOR OCCUPANCY. WORK AREA SHALL BE MAINTAINED IN ORGANIZED

AND BROOM CLEAN CONDITION AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK;

CONTRACTOR SHALL BE RESPONSIBLE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

WHEN DEMOLITION IS REQUIRED: ANY AND ALL SUSPECTED ASBESTOS AND/OR LEAD PAINT DISCOVERED DURING DEMOLITION OR CONSTRUCTION MUST BE REPORTED TO THE OWNER IMMEDIATELY. DO NOT DISTURB OR AFFECT SUSPECTED MATERIALS UNTIL DIRECTED IN WRITING BY THE OWNER. ALL SALVAGEABLE ITEMS SHALL BE DELIVERED TO THE FACILITIES AREA, EXCEPT AS OTHERWISE DIRECTED BY OWNER. ITEMS NOT NOTED ON THE DRAWINGS FOR REUSE, SHALL BE PROTECTED, HANDLED, STORED, AND REINSTALLED IN LOCATIONS INDICATED, AND OPERATE CONSISTENT WITH THAT, PRIOR TO WORK.

REPRODUCTION OF ANY PORTION OF THESE DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SUCH SHOP

DRAWINGS WILL BE REJECTED.

COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL DRAWINGS. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE WHERE DRAWINGS CONFLICT. FAILURE TO INCORPORATE OR BUILD TO ARCHITECTURAL DETAILS EVEN IF NOT

INDICATED ON STRUCTURAL DRAWINGS DOES NOT OBVIATE CONTRACTORS RESPONSIBILITY.

EXISTING STRUCTURES, EQUIPMENT, AND PIPING ADJACENT TO PROPOSED CONSTRUCTION OR IMPROVEMENTS SHALL BE ADEQUATELY SUPPORTED AND PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY NEW OR EXISTING STRUCTURES, PIPING, EQUIPMENT, ETC. THAT IS DAMAGED DURING

CONSTRUCTION.

THE GENERAL CONTRACTOR WILL BE NOT BE REQUIRED TO PROVIDE HEAT, VENTILATION, POWER, AND LIGHTING THROUGHOUT THE

COURSE OF THE JOB.

THE CONTRACTOR SHALL NOT DISTURB ANY AREAS BEYOND THOSE SHOWN ON THE DRAWINGS AND SHALL LIMIT THE EXTENT OF DISTURBANCE FOR EACH AREA OF CONSTRUCTION AS MUCH AS POSSIBLE. THE CONTRACTOR SHALL UTILIZE EVERY

EFFORT TO MINIMIZE DISTURBANCE TO THE SURROUNDING AREA.

SPRINKLER & FIRE DETECTION MODIFICATIONS SHALL BE PERFORMED STRICTLY ACCORDING TO CODE. CONTRACTOR SHALL PROVIDE ANY/ALL NECESSARY DESIGN INFORMATION, CALCULATIONS & DRAWINGS AS NECESSARY FOR VA REQUIREMENTS THESE CONTRACTOR PROVIDED DRAWINGS SHALL BY STAMPED BY LICENSED ENGINEER AS REQUIRED BY MUNICIPALITY.

ALL REFERENCES TO "THE CONTRACTOR" IN THESE CONTRACT DOCUMENTS REFER TO THE GENERAL CONTRACTOR (GC)

UNLESS NOTED OTHERWISE.

MATERIALS, DETAILS, AND WORK PRACTICES INDICATED ON ONE PORTION OF CONTRACT DOCUMENTS SHALL BE OF THE SAME NATURE AT SAME OR SIMILAR SITUATIONS SHOWN ON THE DRAWINGS, EXCEPT AS OTHERWISE NOTED.

WHEN EXISTING CONSTRUCTION IS REMOVED, DISTURBED, DAMAGED, REPLACED OR RENOVATED IN ANY WAY, CONTRACTOR SHALL PROVIDE PATCHING, PAINTING AND MATERIALS OF SAME TYPE AND QUALITY AS TO MATCH EXISTING ADJACENT

SURFACES. REFINISH SURFACES AS NECESSARY TO PROVIDE AN EVEN CONTIGUOUS FINISH.

DURING CUTTING, PATCHING AND REMOVAL OF WORK, CLEAN AND PROTECT WORK IN PROGRESS, ADJOINING WORK, AND

EXISTING CONSTRUCTION ON A BASIS OF CONTINUOUS MAINTENANCE.

REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER WASTE MATERIALS RESULTING FROM WORK OF THIS PROJECT.

ALL NEW WORK SHALL BE PLUMB, LEVEL, AND SQUARE. SCRIBE AND MAKE FIT ALL NEW WORK TO EXISTING.

ALL BUILDING SIGNAGE SHALL BE ADA/TAS COMPLIANT.

A.C.T ACOUSTICAL CEILING TILE

ADJ. ADJACENT

A.F.F. ABOVE FINISH FLOOR

ALUM. ALUMINUM

ALT. ALTERNATE

ANOD. ANODIZED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT

AUTO. AUTOMATIC

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BLT. BOLT

BM. BEAM

BOT. BOTTOM

BRK. BRICK

BSMNT. BASEMENT

CAB. CABINET

COR. CORRIDOR

C.J. CONTROL JOINT

CLG. CEILING

CLKG. CAULKING

CLOS. CLOSET

CLR. CLEAR

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUED, CONTINUOUS

COORD. COORDINATE

CORR. CORRIDOR

CTR. CENTER

C.L. CENTERLINE

DBL. DOUBLE

DEMO. DEMOLISH

DEPT. DEPARTMENT

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DIV. DIVISION

DN. DOWN

DR. DOOR

D.S. DOWN SPOUT

DWG. DRAWING

DWR. DRAWER

EA. EACH

E.J. EXPANSION JOINT

EL.,ELEV. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

ENCL. ENCLOSURE

ENT. ENTRANCE

EQ. EQUAL

EQUIP. EQUIPMENT

E.W. EACH WAY

EXIST. EXISTING

EXP. EXPANSION

EXPO. EXPOSED

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FIXT. FIXTURE

FLASH. FLASHING

FLOUR. FLUORESCENT

F.O. FACE OF

F.O.C. FACE OF CONCRETE

F.O.E.W. FACE OF EXISTING WALL

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUDS

F.S. FULL SIZE

FT. FOOT, FEET

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

GA. GAUGE

GALV. GALVANIZED

G.B. GRAB BAR

GEN. GENERAL

GFCMU GROUND FACE C.M.U.

GL. GLASS

GLZ. GLAZING

GND. GROUND

GR. GRADE

G.W.B. GYPSUM WALL BOARD

H.C. HOLLOW CORE

HD. HEAD

HDWD. HARDWOOD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

HT. HEIGHT

I.D. INSIDE DIAMETER

IN. INCH, INCHES

INCL. INCLUDE(D)

INSUL. INSULATION

INT. INTERIOR

J.C. JANITOR'S CLOSET

JT. JOINT

KIT. KITCHEN

LAM. LAMINATE

LAV. LAVATORY

LWT. LIGHT WEIGHT

MAS. MASONRY

MAT. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEMB. MEMBRANE

MET. METAL

MEZZ. MEZZANINE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTD. MOUNTED

MTG. MOUNTING

MTL. METAL

MUL. MULLION

MW. MICROWAVE

N NORTH

N.I.C NOT IN CONTRACT

NO., # NUMBER

NOM. NOMINAL

N.T.S NOT TO SCALE

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OFF. OFFICE

OH. OVERHEAD

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

OZ OUNCE

PAV. PAVING

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

PLYWD. PLYWOOD

PR. PAIR

PRCST. PRECAST

PT. PRESSURE TREATED

PTD. PAINTED

PART. PARTITION

RAD. RADIUS

R.B. RESILIENT BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

REC. RECESSED

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCED

REQ. REQUIRED

RESIL. RESILIENT

REV. REVISION

RGTR. REGISTER

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S SOUTH

S.C. SOLID CORE

SCHED. SCHEDULE

SECT. SECTION

SHR. SHOWER

SHT. SHEET

SIM. SIMILAR

S.P. STANDPIPE

SPEC. SPECIFICATION

SQ. SQUARE

SS. STAINLESS STEEL

SK. SERVICE SINK

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETRICAL

TEMP. TEMPERED

T.G. TEMPERED GLASS

T.&G. TONGUE AND GROOVE

TH. THICK

TLT. TOILET

T.O. TOP OF

T.O.W. TOP OF WALL

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VB. VAPOR BARRIER

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.I.F. VERIFY IN FIELD

VNR. VENEER

VOL. VOLUME

W. WEST

W/ WITH

W.C. WATER CLOSET

WD. WOOD

WIN. WINDOW

WK. WORK

W/O WITHOUT

WP. WATERPROOFING

WT. WEIGHT

ABBREVIATIONS:

DRAWINGS AND DIMENSIONS

GENERAL BIDDING NOTES

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB-

CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY

REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE

TO THESE REQUIREMENTS.

2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR

THE CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS

USED HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND

REFERENCE, AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF

ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A

WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS

THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND

UNIFIED WHOLE.

3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND

COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE

REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY

DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF

DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF

DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF

CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY

SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL,

ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN

THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT

FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE

DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR

SHALL SEEK CLARIFICATION OR INTERPRETATION PRIOR TO BIDDING.

WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND

WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF

WORK.

5. MECHANICAL AND ELECTRICAL DRAWINGS MAY SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS

TO COORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE

ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, ETC...

6. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND

BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE

WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT,

AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION

BEFORE PROCEEDING WITH THE WORK.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING

ALL UTILITY LINES. ANY UTILITY LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL

DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO

THE OWNER.

8. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL

BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY

AND HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

1. DO NOT SCALE THE DRAWINGS.

2. ALL DIMENSIONS ON PLANS ARE FACE OF PARTITION TO FACE OF PARTION UNLESS

NOTED OTHERWISE.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE

ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS

AND SPECIFICATIONS.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS

AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST

BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE

ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND

APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY

INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE

CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY.

6. SEE NOTES ON INDIVIDUAL DRAWINGS FOR INFORMATION RELATED TO PLANS AND

DETAILS ON THOSE SHEETS.

7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

8. CONTRACTORS AND ALL SUB-CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS

PRIOR TO FABRICATION AND/OR ORDERING OF MATERIALS.

9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED

PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING

MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY.

A-3

PLAN SYMBOLS:

W1

0'-0"

A-1

1B

FE

COLUMN GRID

EXISTING WALL

NEW WALL

WALL TO BE REMOVED

PARTITION TYPE

WINDOW TYPE

ELEVATION INDICATOR, EXTERIOR

SECTION MARKER

DETAIL MARKER

SPOT ELEVATION

DOOR NUMBER

REVISION

BREAK LINE

CENTER LINE INDICATOR

CENTER LINE

ITEMS SHOWN ABOVE OR BELOW

FIRE EXTINGUISHER CABINET

KEYNOTE

ELEVATION #

SHEET #

DETAIL #

SHEET #

SECTION #

SHEET #

CL

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB group 303 W Calhoun Ave., Temple, Texas 76501 Phone: 254-771-2054

Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com

/2 9/

AutoCAD SHX Text

AutoCAD SHX Text A3.1

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

GENERAL NOTES & ABBREVIATIONS

AutoCAD SHX Text A-0.2

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

AutoCAD SHX Text

BUILDING 15 RENOVATION - PHARMACY

AutoCAD SHX Text 674A-18-105

AutoCAD SHX Text rs

AutoCAD SHX Text rs

AutoCAD SHX Text June 29, 2021

AutoCAD SHX Text

ED

106 110

116107

112 114

ED

ED

ED

ED

ED

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

FE

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB group

LIFE SAFETY PLAN 1/8" = 1'-0" 1

LIFE SAFETY PLAN KEY 2

303 W Calhoun Ave., Temple, Texas 76501 Phone: 254-771-2054 Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com

/2 9/

AutoCAD SHX Text

ALLOWABLE TRAVEL DISTANCE

AutoCAD SHX Text

COMMON PATH OF TRAVEL (CPT)

AutoCAD SHX Text

GRAPHIC KEY FOR CODE RELATED SYMBOLS:

AutoCAD SHX Text

FIRE EXTINGUISHER

AutoCAD SHX Text

EXIT SIGN

AutoCAD SHX Text

EXIT DISCHARGE

AutoCAD SHX Text

FE

AutoCAD SHX Text

DOCK

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

RISER

AutoCAD SHX Text

CORR

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

MENS

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

EMS

AutoCAD SHX Text

SUPPLY/

AutoCAD SHX Text

PROCUREMENT

AutoCAD SHX Text

CUBICLES

AutoCAD SHX Text

OI&T

AutoCAD SHX Text

CORR

AutoCAD SHX Text

CONFERENCE

AutoCAD SHX Text

BREAK RM

AutoCAD SHX Text

PHARMACIST

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

EMS STORAGE

AutoCAD SHX Text

A/O OFFICE

AutoCAD SHX Text

PHARMACIST

AutoCAD SHX Text

INP

AutoCAD SHX Text

SUPVSR

AutoCAD SHX Text

CACHE

AutoCAD SHX Text

CBOC

AutoCAD SHX Text

REPRODUCTION

AutoCAD SHX Text

ASST. CHIEF

AutoCAD SHX Text

CHIEF

AutoCAD SHX Text

PHARMACIST

AutoCAD SHX Text

CORR

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

BREAK

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

COPIER

AutoCAD SHX Text

VEST

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CORR

AutoCAD SHX Text

TRAVEL DISTANCE = 125'

AutoCAD SHX Text

TRAVEL DISTANCE = 85'

AutoCAD SHX Text

TRAVEL DISTANCE = 105'

AutoCAD SHX Text

COMMON PATH OF TRAVEL = 55'

AutoCAD SHX Text

COMMON PATH OF TRAVEL = 91'

AutoCAD SHX Text

FIXT_CODE

AutoCAD SHX Text

FU_TOTAL

AutoCAD SHX Text

FU_WASTE

AutoCAD SHX Text

FU_HOT

AutoCAD SHX Text

FU_COLD

AutoCAD SHX Text

SORTING BINS

AutoCAD SHX Text

REPRO MACHINE

AutoCAD SHX Text

POSTAGE

AutoCAD SHX Text

REF

AutoCAD SHX Text

FRZ

AutoCAD SHX Text

COPIER

AutoCAD SHX Text

SCREENING

AutoCAD SHX Text

ROOM

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

LIFE SAFETY PLAN

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text A-0.3

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

AutoCAD SHX Text

BUILDING 15 RENOVATION - PHARMACY

AutoCAD SHX Text 674A-18-105

AutoCAD SHX Text rs

AutoCAD SHX Text rs

AutoCAD SHX Text June 29, 2021

AutoCAD SHX Text

AutoCAD SHX Text REFER TO ELECTRICAL LIGHTING PLAN FOR PLACEMENT AND TYPE OF EXIT SIGNAGE - THIS SHEET'S INTENT IS TO SHOW THE COMPLIANCE WITH LIFE SAFETY EXITING REQUIREMENTS

BUILDING

DEMOLISH 1161.70SF

OF CONCRETE

SIDEWALK, CURB, AND

GUTTER

BUILDING 15 (NORTH)

BU

IL

D

IN

G

(S

O U

TH

BUILDING 12

DEMOLISH ±254.61SF OF

EXISTING STRUCTURE.

FOUNDATION TO REMAIN

REMOVE AND

REPLACE ±8LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±38LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±11LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±21LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±73LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±16LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±8LF OF

METAL RAILINGS

REMOVE AND

REPLACE ±18SF OF

METAL STAIRS

DEMOLISH 474.90SF

OF EXISTING

ASPHALT

DEMOLISH 276.64SF

OF EXISTING

ASPHALT

DEMOLISH

91.05SF OF

EXISTING

ASPHALT

DEMOLISH 36.35SF OF

ASPHALT PAVEMENT

EXISTING MANHOLE

TO BE REPLACED

WITH LOCKABLE

MANHOLE

EXISTING MANHOLE

TO BE REPLACED

WITH LOCKABLE

MANHOLE

EXIST. PARKING AREA

INDUSTRIAL BO

ULEVARD

DEMOLISH 9.50F OF

ASPHALT PAVEMENT

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com U.S. Department of Veterans Affairs

DEMOLITION AND STORM WATER

POLLUTION PREVENTION PLAN

C1.0

CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING

UNDER AND / OR AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR

SHALL COORDINATE WITH LOCAL ELECTRIC/UTILITY COMPANY TO

ESTABLISH THE MAXIMUM WORKING HEIGHT FROM GROUND

ELEVATION. COORDINATE ALL WORK WITH LOCAL ELECTRIC/UTILITY

COMPANY.

CAUTION ! ! !

THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS AND DRAINAGE STRUCTURES SHOWN ON THE

PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY

THE EXACT LOCATION AND DEPTHS OF UNDERGROUND UTILITIES AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON

PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

NOTE:

1. IT IS UNLAWFUL FOR ANY GENERAL CONTRACTOR, SUBCONTRACTOR OR OWNER TO

PERMIT, OR CAUSE TO BE PERMITTED, EROSION OF MATERIAL FROM A

CONSTRUCTION SITE.

2. ALL CONSTRUCTION-RELATED VEHICLE PARKING AND ACTIVITY (INCLUDING

EMPLOYEE PERSONAL VEHICLES AND DELIVERY VEHICLES) MUST BE LOCATED

WITHIN THE LIMITS OF CONSTRUCTION, WITH APPROPRIATE CONTROLS, OR

DESIGNATED PARKING/ACCESS ON APPROVED SURFACES OUTSIDE THE LIMITS OF

CONSTRUCTION.

3. CERTAIN EROSION CONTROL MEASURES IDENTIFIED ARE TO BE EMPLOYED TO

PREVENT EROSION; HOWEVER, THESE ARE ONLY MINIMUM STANDARDS.

4. IN THE EVENT OF UNUSUAL SITE CONDITIONS ALONG ANY WATER FEATURES OR

WEATHER RELATED EVENTS,MORE STRINGENT REQUIREMENTS MAY BE NECESSARY

(ON-SITE OR OFF) TO MAINTAIN EROSION CONTROL.

5. THE CONTRACTOR OR THEIR DESIGNEE IS RESPONSIBLE FOR ALL CHANGES,

UPGRADES AND CONTINUED MAINTENANCE OF ALL EROSION CONTROL AND

STORMWATER MANAGEMENT FEATURES AT ALL TIMES.

6. EROSION CONTROL MEASURES AND STORMWATER MANAGEMENT PRACTICES WILL

BE INSPECTED BY COR/PROJECT MANAGER PRIOR TO AND DURING THE

CONSTRUCTION PROCESS.

7. ALL DESIGNS TO PREVENT THE EROSION OF SOIL AND DEBRIS FROM THE

CONSTRUCTION SITE OR SURROUNDING AREAS DAMAGED BY CONSTRUCTION SHALL

BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.

8. SITE WORK PERMITTED BY THE SITE PREPARATION PERMIT AND WORK PERMITTED

BY A DEMOLITION PERMIT CANNOT BEGIN UNTIL EROSION CONTROL AND TREE

PROTECTION MEASURES ARE IN PLACE.

9. DOWNSTREAM STORM DRAIN INLETS WITHIN 200 FOOT OF ANY PERMITTED

CONSTRUCTION AREA MUST BE PROTECTED PER DETAIL.

10. DEWATERING PRACTICES MUST COMPLY WITH EPA 2012 CONSTRUCTION GENERAL

PERMIT, SECTION 2.1.3.4., AS APPLICABLE.

11. THE CONTRACTOR MUST HAVE A DESIGNATED PERSON RESPONSIBLE FOR

CONTINUOUS (24 HOURS) MONITORING EROSION CONTROL MEASURES TO ENSURE

THAT ALL FEDERAL, STATE, & LOCAL LAWS AND REGULATIONS ARE BEING COMPLIED

WITH. THIS PERSON SHALL BE RESPONSIBLE FOR ALL REQUIRED FORMS AND

DOCUMENTATION TO MEET REGULATIONS OF THE EPA AND NPDES GENERAL PERMIT.

12. DO NOT WASH, SWEEP OR OTHERWISE CAUSE CONSTRUCTION SOIL OR DEBRIS TO

BE DEPOSITED INTO ANY OFF-SITE STORMWATER DRAINAGE OR CONVEYANCE

SYSTEM.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY

THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION

OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING

DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF ALL UTILITIES, AT LEAST

2 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. ANY DAMAGE

TO EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR AND THE REPAIR SHALL BE AT THE CONTRACTOR'S

SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR

NOT.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY /

EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS,

AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO

IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY

PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE

CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH

EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH, AS A

MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT

SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES

OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

KEYNOTES

STAGING AND STORAGE AREA

INSTALL SILT FENCE

(REF. DETAILS)

CONCRETE WASHOUT PIT

INLET PROTECTION - ROCK FILTER BAGS

LEGEND

SCALE:1" = 10'

0 10 20

FEET

VA

CART

ONLY

VA

CART

ONLY

VA

CART

ONLY

BUILDING 15 (NORTH)

BU

IL

D

IN

G

(S

O U

TH

BUILDING 12

EXIST. PARKING AREA

EXISTING

INLET

EXISTING

INLET

INDUSTRIAL BO

ULEVARD

TBM #500

CP #100

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com U.S. Department of Veterans Affairs

SITE PLAN

LEGEND

SITE PLAN

C2.0

KEY NOTES

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING

DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF ALL UTILITIES, AT LEAST 2

WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

NOTES:

1. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR

PRIVATE UTILITIES INCLUDING BUT NOT LIMITING TO: WATER, SEWER,

TELEPHONE AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC,

SECONDARY ELECTRIC, PRIMARY ELECTRICAL DUCTBANKS,

LANDSCAPE IRRIGATION FACILITIES, AND GAS LINES. ANY UTILITY

CONFLICTS THAT ARISE SHOULD BE COMMUNICATED TO THE

ENGINEER IMMEDIATELY AND PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL CONTACT 1-800-DIG-TESS A MINIMUM OF 48

HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE TO

EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR AND THE REPAIR SHALL BE AT THE CONTRACTOR'S SOLE

EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT.

2. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING

UNDER AND/OR AROUND OVERHEAD ELECTRIC LINES. CONTRACTOR

SHALL COORDINATE WITH LOCAL ELECTRIC/UTILITY COMPANY TO

ESTABLISH THE MAXIMUM WORKING HEIGHT FROM GROUND

ELEVATION.

3. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS AND DRAINAGE STRUCTURES SHOWN ON PLANS

ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT

LOCATION AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48

HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR

NOT, AND PROTECT THE SAME DURING CONSTRUCTION.

4. REFERENCE SHEET C2.0 FOR DETAILS AND SPECIFICATIONS OF THE

TEMPORARY BMP MEASURES FOR THE SITE.

5. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR.

REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL

INFORMATION.

6. LIMITS OF CONSTRUCTION ARE SHOWN ON C1.0 - DEMOLITION AND

STORM WATER POLLUTION PREVENTION PLAN.

7. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO

POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS

SLOPES ARE NO GREATER THAN 2% ALONG THE ACCESSIBLE ROUTE

AND RUNNING SLOPE IS NO GREATER THAN 5%, UNLESS THE RUNNING

SLOPE MATCHES THE EXISTING STREET SLOPE. IF ANY DISCREPANCY

ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION.

8. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION &

SEDIMENTATION CONTROL PLAN(S).

9. CONTRACTOR TO CONTRACT A LOW VOLTAGE DESIGNER TO FINALIZE

THE INSTALLATION OF THE GATE OPERATOR, AND THE REQUIRED

EQUIPMENT. THE SHOWN GATE OPERATOR IS ONE SOLUTION.

REFERENCE THE PHYSICAL SECURITY RISK ASSESSMENT WRITTEN BY

FORCE PROTECTION SECURITY CONSULTANTS ON OCTOBER 17, 2019.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT

CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS, AVAILABLE

GEOTECHNICAL INFORMATION, AND THE ANTICIPATED INSTALLATION

SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,

PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S

IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR PROCEDURES

SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS

FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR

CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN

ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH

EXCAVATION.

SCALE:1" = 10'

FEET

20100

TECHNOLOGY SITE PLAN KEYED NOTES

PROVIDE AN AIPHONE AND MASTER STATION. MASTER STATION TO RESIDE

IN SECURITY DISPATCH AND ALLOW FOR MULTIPLE DOOR STATIONS.

PEDESTAL TO HOUSE THE VIDEO DOOR STATION.

PROVIDE AND INSTALL ONE 6'X3' ROUND ROLE FOR THE MOUNTING OF A

LICENSE PLATE RECOGNITION (LPR) CAMERA.

PROVIDE AND INSTALL ONE LICENSE PLATE RECOGNITION (ALPR)

STANDARD RANGE CAMERA. CAMERA SHALL BE MOUNTED ON LPR POLE.

COORDINATE EXACT MOUNTING HEIGHT AT THE TIME OF INSTALLATION.

THIS CAMERA SHALL BE PROGRAMMED AS THE THIRD AUTHENTICATION IN

THE TRIPLE AUTHENTICATION PROCESS.

PROVIDE AND INSTALL NEW VEHICLE DETECTION LOOP.

INDICATES THE LOCATION OF A GATE ARM OPERATOR. PROVIDE AND

INSTALL ACCESS CONTROL TO THIS LOCATIONS AND INTEGRATE WITH THE

OPERATOR'S CONTROLS. INTEGRATIONS SHALL ALLOW THE ACCESS

CONTROL SYSTEM TO CONDUCT THE FOLLOW:

A. POSITION MONITORING

B. REMOTE OPEN

C. OPEN SCHEDULE

D. MAINTAIN OPEN STATE FOR SCHEDULED PERIOD OF TIME

E. OPEN ON AUTHORIZED TRIPLE AUTHENTICATION

INSTALL NEW WHEEL STOP, REF. DETAIL 11 ON SHEET C5.0.

INSTALL NEW METAL RAMP AND STAIRS, REF. DETAILS ON SHEET C5.2.

PROPOSED BOLLARDS, REF. DETAIL 6 ON SHEET C5.0.

INSTALL NEW CURB, REF. DETAIL 14 ON SHEET C5.0.

INSTALL NEW CURB & GUTTER, REF. DETAIL 10 ON SHEET C5.0.

INSTALL DOORKING 1601/1602 BARRIER GATE OPERATOR OR APPROVED EQUIVALENT.

REFERENCE NOTES ON THIS SHEET FOR REQUIRED ITEMS AND NOTE 9 FOR MORE

SPECIFICATIONS ON INSTALLATION.

INSTALL 2-NEW PARKING SPOTS, REF. DETAIL 7 ON SHEET C5.0.

INSTALL NEW SIDEWALK, REF. DETAIL 4 & 5 ON SHEET C5.0.

INSTALL NEW EXTERIOR METAL STAIRS, REF. DETAIL 3 ON SHEET C5.2.

5' RAMP LANDING, REF. DETAIL 8 ON SHEET C5.2.

HANDICAP PARKING, REF. DETAIL 7 ON SHEET C5.0.

"VA CART ONLY" PARKING SPOTS.

NEW METAL RAILS, REF. DETAIL 5 ON SHEET C5.2.

NEW LOCKABLE MANHOLES; REF. DETAIL 9 ON SHEET C5.2.

NEW METAL STAIRS TO REPLACE EXISTING STAIRS, REF. DETAIL 4 ON SHEET C5.2.

ADA PARKING SIGNS, REF. DETAIL 12 ON SHEET C5.0.

NEW CONCRETE ISLAND FOR PARKING ENTRANCE GATE OPERATOR.

SITE NOTES:

1. EXISTING IMPROVEMENTS AND ELEVATIONS ARE EXISTING ON THE DATE

OF SURVEY AS PROVIDED BY ALL COUNTY SURVEYING, INC., 4330 SOUTH

5TH STREET, TEMPLE, TEXAS 76502

2. BASIS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE SYSTEM,

NAD 83, SOUTH CENTRAL ZONE (4204), AS ESTABLISHED BY GPS

OBSERVATIONS.

3. VERTICAL CONTROL IS REFERENCED TO NAVD88, GEOID 12B, AS PER

GPS OBSERVATIONS

4. ALL COORDINATE VALUES HEREIN ARE SURFACE VALUES DERIVED BY

MULTIPLYING NAD83 GRID COORDINATES BY THE SURFACE ADJUSTMENT

FACTOR OF 1.0001010813..

BENCHMARKS

POINT NO. NORTHING EASTING ELEVATION DESCRIPTION

1. CP #100 10527552.78' 3283171.14' 556.48' CUT "T" ON TOP OF CURB

2. TBM #500 10527390.56' 3283254.24' 558.11' BOX WITH PUNCH CUT

BUILDING 15 (NORTH)

BU

IL

D

IN

G

(S

O U

TH

BUILDING 12

EXIST. PARKING AREA

FFE: 560.60

VA

CART

ONLY

VA

CART

ONLY

VA

CART

ONLY

EXIST. PARKING AREA

INDUSTRIAL BO

ULEVARD REF. SHEET C2.0

FOR MORE

SPECIFIC NOTES

±34LF - 3"W

REF. PLUMBING

PLANS FOR

CONTINUATION

4" SS 2-WAY CLEANOUT

TOP=554.00 (EX)

INV=549.95

(REF. PLUMBING PLANS

FOR CONTINUATION)

49.70LF - 4"SS @ 2.00%3" SS 2-WAY CLEANOUT

TOP=558.00 (EX)

INV=553.00

(REF. PLUMBING PLANS

FOR CONTINUATION)

3.33LF - 3"SS @ 3.00%

EXISTING SS MH

TOP=557.50

INV IN (3")=552.95 (E)

INV OUT (10")=552.50 (NE)(EX)

LOCATION OF NEW

ELECTRICAL

GENERATOR

(REF. ELECTRICAL

PLANS FOR DETAILS)

EXISTING SS MH

TOP=553.79 (EX)

INV IN (10")=548.99 (SW)(EX)

INV IN (6")=548.94 (SE)(EX)

INV IN (6")=548.94 (S)(EX)

INV IN (6")=548.94 (NW)(EX)

INV IN (4")=548.95 (NE)

INV OUT (10")=548.88 (NE)(EX)

EXISTING SS MH

TOP=555.74 (EX)

INV IN (10")=549.60 (SW)(EX)

INV IN (4")=549.50 (S)

INV OUT(10")=549.56 (NE)(EX)

TAP IN TEE

1-3" GATE VALVE

EXISTING SS MANHOLE

TOP AND RIM TO BE

REPLACED WITH A

NEW SS MANHOLE

WITH SCREWS

4" SS 2-WAY CLEANOUT

TOP=556.25 (EX)

INV=551.25

(REF. PLUMBING PLANS

FOR CONTINUATION)

67.06LF-4" SS @ 2.60%

EXISTING ELEC

MANHOLE TOP AND RIM

TO BE REPLACED WITH

A NEW ELEC MANHOLE

WITH SCREWS

EXISTING WATER

MANHOLE TOP AND

RIM TO BE REPLACED

WITH A NEW WATER

MANHOLE WITH

SCREWS

6" HOUSE KEEPING

REINFORCED

CONCRETE PAD

(REF. MECHANICAL

PLANS FOR DETAILS)

±80LF-1" ELECTRIC CONDUIT

TO PROVIDE SERVICE FOR

GATE OPERATOR. LOW

VOLTAGE DESIGNER

CONTRACTED BY

CONTRACTOR SHALL FINALIZE

THE CONNECTION FROM GATE

OPERATOR TO CONDUIT.

±13LF - 3"W

3" W-1/8 BEND EXISTING SD GRATE

TOP=555.90 (EX)

INV=548.10 (EX)

EXISTING SD GRATE

TOP=555.75 (EX)

INV=546.80 (EX)

EXISTING ROOF

DRAIN TO

REMAIN

EXISTING ROOF

DRAIN TO

REMAIN

EXISTING ROOF

DRAIN TO

REMAIN

EXISTING ROOF

DRAIN TO

REMAIN

EXISTING UNDERGROUND

ELECTRICAL LINE TO BE PART

OF A FUTURE PHYSICAL

SECURITY MASTER PLAN.

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com U.S. Department of Veterans Affairs

UTILITY PLAN

C3.0

LEGEND

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY /

EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS,

AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO

IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY

PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE

CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH

EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH, AS A

MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT

SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES

OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY

THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY

CALLING DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF ALL UTILITIES,

AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

SCALE:1" = 10'

VA

CART

ONLY

VA

CART

ONLY

VA

CART

ONLY

BUILDING 15 (NORTH)

BU

IL

D

IN

G

(S

O U

TH

BUILDING 12

EXIST. PARKING AREA

FFE: 560.60

x x x x x x x x xx xx

5% MAX.

x x

EXIST. PARKING AREA

INDUSTRIAL BO

ULEVARD

x x x x x x x x x xx

2% M

AX

5%

M

AX

2%

MAX.

x x x x x x x x x x x x

REF. SHEET C2.0

560.50

560.50 554.50

554.50

560.40 560.40

560.30 560.30

557.97

557.85

557.00 557.10

556.65

556.75

557.50 (EX)

558.00 (EX)

555.74 (EX)

556.25 (EX)

553.79 (EX)

554.00 (EX)

557.00 556.90 (EX) 556.75 (EX) 556.50 (EX) 556.25 (EX)

555.95 (EX)

555.75 (EX) 555.50 (EX) 555.75 (EX) 555.85 (EX)

555.80 (EX)

x x x x x x

557.70TC

557.20BC

557.85TC

557.35BC

557.75TC

557.25BC

557.75TC

557.25BC557.80TC

557.30BC

557.80TC

557.30BC

x

558.50 (EX)

x

557.85 (EX)

x x

557.25 (EX)

x

555.90 (EX)

x

555.75 (EX)

555.80 (EX)

x

554.55TC

554.05BC

x

556.40TC

555.90BC

x

556.40TC

555.90BC

x555.85 x

556.00TC

555.50BC

x 555.50 x

556.50TC

556.00BC

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com U.S. Department of Veterans Affairs

GRADING PLAN

C4.0

LEGEND

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN / GEOTECHNICAL / SAFETY /

EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS,

AVAILABLE GEOTECHNICAL INFORMATION, AND THE ANTICIPATED

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO

IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY

PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE

CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH

EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH, AS A

MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S

INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY CONSULTANT

SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE

WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES

OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY

THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY

CALLING DIGTESS 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 2

WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

NOTES:

1. ALL ITEMS TO BE FURNISHED & INSTALLED BY CONTRACTOR.

REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL

INFORMATION.

2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES

PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE

THAT CROSS SLOPES ARE NOT GREATER THAN 2% ALONG THE

ACCESSIBLE ROUTE AND RUNNING SLOPE IS NO GREATER THAN

5%, UNLESS THE RUNNING SLOPE MATCHES THE EXISTING STREET

SLOPE. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL

CONTACT ENGINEER FOR SOLUTION.

3. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION &

SEDIMENTATION CONTROL PLAN(S).

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

BENCHMARK ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION.

2. ALL WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND IT IS SHALL BE HIS SOLE RESPONSIBILITY TO

DISPOSE OF THE MATERIAL OFF THE LIMITS OF THE SITE TO A

STATE LICENSED LANDFILL. CONTRACTOR WILL BE REQUIRED TO

PROVIDE DOCUMENTATION WHERE DISPOSED MATERIAL IS TAKEN

TO. THE OWNER WILL NO BE HELD LIABLE FOR WASTE MATERIAL.

3. CONTRACTOR IS REQUIRED TO SET AND VERIFY ALL PROJECT

ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. "MATCH

EXISTING" SHALL BE UNDERSTOOD TO SIGNIFY THE SAME

MATERIALS AS WELL AS VERTICAL AS HORIZONTAL ALIGNMENT.

4. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL

DIMENSIONS AND GRADE CONDITIONS (BOTH NEW AND EXISTING).

HE SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER AND

PROJECT ARCHITECT BEFORE PROCEEDING WITH ANY PHASE OF

THE WORK AS HE WILL BE RESPONSIBLE FOR ALL WORK AS

INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE

CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY.

6. BARRICADES AND WARNING SIGNS SHALL CONFORMED TO THE

TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND

GENERALLY BE LOCATED TO AFFORD MAXIMUM PROTECTION TO

THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND

EQUIPMENT. TRAFFIC FLOW AND ACCESS TO SURROUNDING

PROPERTIES SHALL BE PERSEVERED AT ALL TIMES DURING

CONSTRUCTION.

7. ANY EXISTING OFFSITE IMPROVEMENTS OR UTILITIES REMOVED,

DAMAGED, OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL

BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND

APPROVED BY THE PROJECT ARCHITECT AT THE CONTRACTOR'S

EXPENSE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS

ORIGINAL OR BETTER CONDITION ANY DAMAGE DONE TO EXISTING

FENCES, CURBS, AND CONCRETE DRIVEWAYS, SIDEWALK

STRUCTURES, PAVEMENT, ETC., THAT ARE NOT INDICATED TO BE

REMOVED. AN INVENTORY OF EXISTING CONDITIONS SHALL BE

CONDUCTED WITH CONTRACTOR AND PROJECT ARCHITECT PRIOR

TO CONSTRUCTION.

9. THE CONTRACTOR SHALL MAINTAIN CONTINUAL UTILITY SERVICES

(GAS, TELEPHONE, CABLE TELEVISION, ELECTRIC, WATER,

SANITARY SEWER, STORM WATER ETC.) TO ANY ADJACENT

DEVELOPMENT. WHERE CONSTRUCTION IS IN THE PROXIMITY OF A

UTILITY, THE CONTRACTOR WILL TAKE PRECAUTION TO PROTECT

AND/OR SUPPORT THE UTILITY.

10. CONTRACTOR SHALL VERIFY ALL UNDERGROUND PRIOR TO

CONSTRUCTION.

11. NOTIFY OWNER, HOMEOWNERS ASSOCIATION AND UTILITY

PURVEYOR (IF APPLICABLE) A MINIMUM OF 72 HOURS IN ADVANCE

OF ANY UTILITY SHUTDOWN.

12. CONTRACTOR SHALL REFERENCE PAVEMENT MARKING / SIGNAGE

/ PARKING PLAN SHEETS, IF ANY, FOR ADDITIONAL INFORMATION.

13. MATCH GRADE AT PROPERTY LINE UNLESS OTHERWISE NOTED.

14. ACHIEVE GRADE CHANGES WITH SMOOTH TRANSITIONS.

15. FINAL PAVING SURFACES TO BE FLOOD TESTED OR OBSERVED

DURING RAINFALL. ANY PONDING AREAS TO BE CORRECTED /

ELIMINATED.

16. SURFACE DRAINAGE AND UTILITY FEATURES SHOWN ARE FOR

REFERENCE ONLY. THE LOCATIONS AND DEPTHS OF EXISTING

UTILITIES, INCLUDING SERVICE LATERALS AND DRAINAGE

STRUCTURES SHOWN ON PLANS ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND DEPTHS

OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO

CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND

PROJECT THE SAME DURING CONSTRUCTION.

17. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING

UNDER / AND / OR AROUND OVERHEAD ELECTRIC LINES.

CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRIC /

UTILITY COMPANY TO ESTABLISH THE MAXIMUM WORKING HEIGHT

FROM GROUND ELEVATION.

18. GUTTER (G) ELEVATIONS SHOWN TO BE FOLLOWED AS SHOWN ON

PLAN.

19. TYPICAL 6" CURB TO BE CONSTRUCTED BASED ON GUTTER

ELEVATION SHOWN, UNLESS OTHERWISE NOTED ON THIS PLAN OR

ON THE SITE DIMENSIONAL CONTROL PLAN.

SCALE:1" = 10'