Attachment E 649-18-105 Combined Drawings.pdf

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

CERTIFICATE OF AUTHORITY NO. 20013-0

EXP. 09/30/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

SPUR #: 1395.29

/4

/2

:4

:4

P

M

COVER SHEET

ECOAJS

BID DOCUMENTS

REPLACE HOSPITAL (B107) ELECTRICAL

SERVICE

VA PROJECT NUMBER: 649-18-105

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

NORTHERN ARIZONA VA HEALTH CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

BID DOCUMENTS

G-000

LOCATION PLAN

SHEET

SEQUENCE

SHEET

NUMBER

SHEET NAME

1-5 Unnamed

[01] GENERAL

1 G-000 COVER SHEET

2 G-001 GENERAL INFORMATION

[02] ENVIROMENTAL

3 HA000 ENVIRONMENTAL HAZARDS - GENERAL NOTES

4 HA100 GROUND FLOOR - ENVIROMENTAL HAZARDS

[03] CIVIL

5 CS000 TOPOGRAPHIC SURVEY

6 CS100 CIVIL OVERALL SITE PLAN

7 CS101 CIVIL ENLARGED SITE & ENTRY PLAN

8 CS102 CIVIL ENLARGED SITE & ENTRY DIMENSION PLAN

9 CI001 MISCELLANEOUS DETAILS

10 CI002 MISCELLANEOUS DETAILS

11 CI003 MISCELLANEOUS DETAILS

[04] STRUCTURAL

12 SA001 STRUCTURAL GENERAL NOTES

13 SA030 TYPICAL DETAILS

14 SD100 STRUCTURAL DEMOLITION PLAN

15 SS101 TRANSFORMER PAD PLAN

16 SS501 EXISTING WALL OPENING DETAILS

[05] ARCHITECTURE

17 AS001 ARCHITECTURAL SITE PLAN

18 AE101 FLOOR PLAN AND RCP - ELECTRICAL ENCLOSURE

19 AE601 WALL PARTITION, DETAILS, DOOR & ROOM FINISH SCHEDULE

[06] MECHANICAL

20 M-000 LEGEND AND ABBREVIATIONS

21 M-101 MECHANICAL DEMOLITION AND NEW WORK PLAN

22 M-501 MECHANICAL DETAILS AND SCHEDULES

23 M-701 MECHANICAL CONTROLS

[07] FIRE PROTECTION

24 FA001 FIRE ALARM/MASS NOTIFICATION GENERAL NOTES

25 FA101 FIRE ALARM PLANS

26 FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN GROUND FLOOR PLAN

[08] ELECTRICAL

27 E-000 LEGEND AND ABBREVIATIONS

28 E-001 ELECTRICAL SITE PLAN

29 E-100 ELECTRICAL POWER PLAN – BASEMENT

30 E-101 ELECTRICAL POWER PLAN – FIRST FLOOR

31 E-104 ELECTRICAL POWER PLAN – FOURTH FLOOR

32 E-401 ELECTRICAL ENLARGED PLAN – GATE

33 E-402 ELECTRICAL ENLARGED PLAN – CHILLER YARD

34 E-403 ELECTRICAL ENLARGED PLAN - BASEMENT - DEMO

35 E-404 ELECTRICAL ENLARGED PLAN – BASEMENT

36 E-501 ELECTRICAL DETAILS

37 E-601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

38 E-602 ELECTRICAL ONE-LINE DIAGRAM - NEW WORK

TOTAL SHEETS: 39

No. REVISION DESCRIPTION DATE

01 38

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4'

M A

X

4'

M A

X

2'

0"

M A

X

2'

M

IN

1' - 6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4'

"M

A X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4'

M A

X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3'

"M

A X

17 MIN

2'

M

IN

3'

M A

X

1' - 6" MIN

WALL

2'

" 4'

M

IN

2' - 0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1'

M A

X

1' - 6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5' - 6"

CLEAR FLOOR

6' - 0"

3' - 0" MIN

2'

3'

-0

1' - 0" MIN

3' - 6" MIN 1' - 0"MAX

4' - 6" MIN

1'

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2'

'-0

WALL

WALL

4'

M A

X

WALL HOOK

7'

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4'

"M

A X

4'

M A

X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5' - 6"

2' - 6"

4'

2' - 6"

4'

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2020 VA PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL, REVISED MARCH 2022

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2021 INTERNATIONAL MECHANICAL CODE

• 2020 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: PRESCOTT, AZ

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 7B

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 7 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls EXISTING

ATTIC AND OTHER: R-49 EXISTING

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 EXISTING

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 EXISTING

OPERABLE: U-0.45 EXISTING

ENTRANCE DOOR: U-0.63 EXISTING

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN

ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE,

EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR

INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60

CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS

DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER

MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE

THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS

REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED,

IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME

SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF

THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY

OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE

INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN

ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY

AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

CLEAN UTILITY

000A

150 SF

/1 A101

X0000

6"

3'

M A

X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPXOY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'

- 0

5'

- 6

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6'

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3'

M A

X

5'

M A

X

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

CERTIFICATE OF AUTHORITY NO. 20013-0

EXP. 09/30/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

SPUR #: 1395.29

/4

/2

:4

:4

P

M

GENERAL INFORMATION

ECOAJS

BID DOCUMENTS

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

G-001

02 38

ENVIRONMENTAL HAZARDS - GENERAL

NOTES

CD

03 38

JR

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. 62918 EXP. 12/31/2022

MECH ENGR REG. NO. 69943 EXP. 12/31/2022

ELEC ENGR REG. NO. 70271 EXP. 12/31/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t t h r e e i n c h e s o n e f o o t

No. REVISION DESCRIPTION DATE

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

HA000

Drawing Number

Building Number

SPUR #: 1395.29

GENERAL NOTES

THE AREA OF WORK SHOWN IS ASSOCIATED WITH AN OPERATING FACILITY THAT MUST REMAIN IN

SERVICE 24 HOURS/7 DAYS A WEEK. ENVIRONMENTAL DRAWINGS ARE LIMITED TO WORK

PERFORMED IN ROOMS 014-016 AND ASSOCIATED OUTSIDE AREA. UP TO 4 NEGATIVE PRESSURE

CONTAINMENTS MAY BE REQUIRED TO FACILTATE PROJECT WORK SCHEDULE.

SEE SHEET G-001 FOR ADDITIONAL INFORMATION REGARDING SCHEDULE AND PHASING

REQUIREMENTS. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES.

ASBESTOS PIPE INSULATION AND/OR MUDDED FITTINGS (TSI) MAY BE PRESENT WITHIN CHASES AND

ABOVE PLASTER CEILINGS. MAINTAIN 3 FT OF WORK CLEARANCE FROM TSI AND STOP WORK AND

NOTIFY SUPERVISOR WHERE DAMAGE IS OBSERVED.

SUSPECT MOLD WAS NOT OBSERVED USING VISUAL INSPECTION METHOD.

ALTERATIONS TO OR INSTALLATION OF NEW SECTIONS OF CONDUIT OR GROUNDING ARE TO BE

ATTACHED TO THE UNPAINTED STRUCTURAL MEMBERS OR AS DIRECTED USING BEAM CLAMPS OR

SELF TAPING ANCHORS AND PERFORMED BY GENERAL CONTRACTOR. DO NOT INSTALL NEW

SUPPORTS ON LEAD BASED PAINTED WALL OR CEILING SUBSTRATES.

USE EXISTING WALL, FLOOR, AND CEILING PENETRATIONS AND ASSOCIATED CONDUIT SLEEVES AS

REQUIRED. AREAS WITHIN CHASES AND VOIDS OF EXTERIOR BUILDING WALLS ARE GENERALLY

SUSPECT FOR ASBESTOS CONTAINING MATERIALS.

DOORS, DOOR JAMBS, METAL VENTS, STRUCTURAL STEEL, PIPE, WINDOW COMPONENTS, STAIR

SYSTEMS, VARNISH ON WOOD, AND CHAIR RAILS W/ LEAD BASED PAINT ARE GENERALLY NOT

SHOWN ON DRAWINGS FOR CLARITY. PROTECT AS NECESSARY. STRUCTURAL STEEL MEMBERS

WERE NOT ACCESSIBLE, HOWEVER ASSUME LEAD BASED PAINT ON STRUCTURAL STEEL AND USE

BEAM CLAMPS FOR SUSPENSION PURPOSES AS NECESSARY.

EXISTING CONDUITS AND/OR SLEEVES, WHERE PRESENT THROUGH WALLS AND HEADWALLS W/

LEAD BASED PAINT, ARE ASSUMED OF SUFFICIENT SIZE TO ALLOW FOR NEW FEEDER UNLESS

OTHERWISE CALLED FOR NEW OR ADDITIONAL BY KEYNOTE.

ASBESTOS RELATED MATERIALS ARE PRESENT IN THE BUILDING AND NOT SHOWN ON DRAWINGS.

ASBESTOS CONTAINING NOT SHOWN INCLUDE: AREAS OF EXTERIOR WALL SURFACING STUCCO,

SEALANTS ON ROOF, FIRE DOORS, 9" AND 12" FLOOR TILE SYSTEMS, VIBRATION COLLARS, PIPE

INSULATION, MUDDED FITTINGS, AND ASSUMED CERAMIC TILE GROUT IN RESTROOMS. AVOID WORK

THAT WILL IMPACT THESE MATERIALS.

BASED ON REVIEW OF AVAILABLE AS BUILT DRAWINGS, SUBSURFACE UTILITY INSTALLATION

ACTIVITIES ARE NOT EXPECTED TO IMPACT UNKNOWN BURIED UTILITY SYSTEM MATERIALS.

HOWEVER, THE CONTRACTOR SHOULD BE AWARE OF THE POTENTIAL PRESENCE OF BURIED

UTILITY FEATURES THAT ARE KNOWN OR CONSIDERED LIKELY TO CONTAIN ENVIRONMENTAL

HAZARDS, INCLUDING VARIOUS ASBESTOS CONTAINING MATERIALS SUCH AS THERMAL SYSTEM

PIPE INSULATION, CAULKING, SEALANTS, AND CEMENTITIOUS CONDUITS. IN THE EVENT THAT

ENVIRONMENTALLY HAZARDOUS COMPONENTS ARE ENCOUNTERED, THE CONTRACTOR SHALL

NOTIFY THE COR IMMEDIATELY UPON DISCOVERY TO ALLOW FOR PROPER ASSESSMENT BY

TRAINED/CERTIFIED INSPECTORS. FURTHERMORE, THE HANDLING/REMOVAL OF SUCH REGULATED

ENVIRONMENTAL MATERIALS SHALL NOT BE CONSIDERED PART OF THE SCOPE DELINEATED WITHIN

THESE CONTRACT DOCUMENTS AND SHALL BE CONSIDERED A CHANGE IN SCOPE OF WORK.

ABATEMENT NOTES

CONTRACTOR IS TO BE LICENSED TO ENGAGE IN ASBESTOS RELATED

PROJECT WORK AND USE STATE LICENSED/TRAINED PERSONNEL. WHERE

DISTURBING PAINT, PERSONNEL ARE TO BE OSHA TRAINED AND PERFORM

WORK IN ACCORDANCE WITH NEA FOR RRP.

WITHIN AN NPE, HVAC AIR FLOW SHALL BE SHUTDOWN AND DUCT OPENINGS

COVERED WITH CRITICAL BARRIERS THROUGHOUT ABATEMENT. SCHEDULE

SHUTDOWNS WITH THE VACOR TO ACCOMMODATE FACILITY AND

CONSTRUCTION REQUIREMENTS.

ALL AUTHORIZED PERSONNEL WITHIN AN NPE SHALL DON, AT MINIMUM, HALF

FACE AIR PURIFYING RESPIRATORS WITH P100 FILTERS, DISPOSABLE DUST

SUITS (WITH BOOT AND HEAD COVERS) AND GLOVES. RESPIRATORY

PROTECTION MAY REQUIRE USE OF POWERED AIR PURIFYING RESPIRATORS.

REGULATED AREA NEGATIVE PRESSURE ENCLOSURES SHALL BE PREPARED IN

ACCORDANCE WITH THE FOLLOWING:A) ALL FLOORS, CEILINGS AND WALLS

SHALL BE ISOLATED USING SUFFICIENT POLY SHEETING; B) OSHA ASBESTOS

SIGNAGE AT ENTRANCE TO REGULATED AREAS; C)SINGLE-POINT OF ENTRY

WITH 3-STAGE WET DECONTAMINATION STATION TO ALLOW WORKERS TO

REMOVE PPE, WASH AND VACUUM THEMSELVES OFF PRIOR TO EXITING THE

REGULATED WORK AREA; D) MAINTAINED UNDER NEGATIVE PRESSURE (-0.02 IN

WG OR BETTER) USING HEPA FILTERED AIR MACHINES WITH EXHAUST ROUTED

TO OUTDOORS; E) MINIMUM OF 4 AIR CHANGES PER HOUR; F) CLEAN/CHANGE

ROOM SUFFICIENT FOR WORKERS TO CHANGE INTO STREET CLOTHES (OPAQUE

POLY REQUIRED AS NEEDED FOR PRIVACY); G) RENEWABLE ADHESIVE MATS

IMMEDIATELY OUTSIDE OF REGULATED WORK AREA TO ENSURE FOOT TRAFFIC

DOES NOT SPREAD DUST/DEBRIS TO OTHER AREAS OF FACILITY.

PERFORM ABATEMENT USING THE FOLLOWING CONTROLS: A) HEPA FILTERED

VACUUM FOR CONTINUOUS AND FINAL CLEANUP; B) ONLY MANUAL REMOVAL

MEANS/TOOLS ARE ALLOWED TO DISTURB ACM (MECHANICAL TOOLS

PROHIBITED FOR ACM REMOVAL).

CLEANING OF REGULATED WORK AREAS IS TO INCLUDE HEPA VACUUMING &

WET WIPING METHODS. REGULATED AREAS ARE TO PASS A SUCCESSFUL

VISUAL INSPECTION BY THE VPIH PRIOR TO COLLECTION OF CLEARANCE

SAMPLES.

VPIH WILL PERFORM PERIMETER AIR MONITORING, VISUAL INSPECTIONS AND

FINAL AIR CLEARANCE SAMPLING.

CONTRACTOR TO PERFORM OSHA EMPLOYEE EXPOSURE MONITORING.

WASTE PRODUCED DURING REMEDIATION SHALL BE COLLECTED,

CONTAINERIZED, LABELED, CHARACTERIZED AND DISPOSED IN ACCORDANCE

WITH SPECIFICATION 02.82.11

WASTE CONTAINERS, TOOLS, EQUIPMENT, ETC. SHALL BE WET WIPED PRIOR TO

LEAVING REGULATED WORK AREA.

WHERE THE COMBINED AREA OF THE NPE INCLUDING , DECONTAMINATION,

LOADOUT, AND WORK CHAMBERS DOES NOT FIT WITHIN A ROOM, THE

DECON/LOADOUT CONFIGURATION MAY EXTEND INTO 1/2 WIDTH OF THE

HALLWAY AS REQUIRED TO ALLOW PASSAGE IN CORRIDOR.

BID DOCUMENTS

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

GROUND FLOOR - ENVIRONMENTAL

HAZARDS

CD

04 38

A

M

JR

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. 62918 EXP. 12/31/2022

MECH ENGR REG. NO. 69943 EXP. 12/31/2022

ELEC ENGR REG. NO. 70271 EXP. 12/31/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t t h r e e i n c h e s o n e f o o t

No. REVISION DESCRIPTION DATE

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

STAMP:

HA100

Drawing Number

Building Number

SPUR #: 1395.29

ELEVATOR

#1

PIT

X-FMR

PM-5

X-FMR

PM-4

X-FMR

PM-14

BUILDING 107, GROUND FLOOR DRAWING

A7

A1

L1

A2

A6

A3

L3

L2

A6

KEY PLAN

A5

A5

A5

A5

A4

HAZARDOUS MATERIAL KEY NOTES

REMOVE WINDOW ASSEMBLY FRAMING WITH HIDDEN ASBESTOS CAULKS WITHIN

A NEGATIVE PRESSURE ENCLOSURE, 1 WINDOW ASSEMBLY AND 1 ENCLOSURE.

REMOVE EXTERIOR ASBESTOS STUCCO USING MANUAL MEANS SUFFICIENT FOR

NEW DOORWAY AND RELATED ACCESSORIES ALL PERFORMED WITHIN A

NEGATIVE PRESSURE ENCLOSURE. COORDINATE EXTENTS WITH THE GENERAL

CONTRACTOR, 50 SF.

REMOVE LOUVER AND HOLE COVER WITH HIDDEN ASBESTOS CAULKS AND

ASBESTOS STUCCO IN SUBSTRATE POCKET USING MANUAL MEANS WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 1 LOUVER ASSEMBLY.

REMOVE LOUVER AND HOLE COVER WITH HIDDEN ASBESTOS CAULKS AND

REMAINING ASBESTOS STUCCO IN SUBSTRATE POCKET USING MANUAL MEANS

WITHIN A NEGATIVE PRESSURE ENCLOSURE, 1 LOUVER ASSEMBLY.

PROVIDE ATTACHMENTS AND PENETRATIONS THROUGH ASBESTOS STUCCO

AND PLASTER PERIMETER WALL WITHIN A NEGATIVE PRESSURE ENCLOSURE, 8

LOCATIONS 1 SF EACH (8 SF) AND 1 ENCLOSURE. COORDINATE EXTENTS AND

LOCATIONS RELATED TO TOP-HAT, MINI-SPLIT, SECURITY DOOR LOCKS AND FIRE

SYSTEM ELEMENTS WITH THE GENERAL CONTRACTOR.

EXTERIOR ASBESTOS STUCCO (SURFACING) PRESENT ON BUILDING 107. USE

EXISTING WALL SLEEVES WHERE AVAILABLE, DO NOT DISTURB AND PROTECT AS

NECESSARY.

INTERIOR ASBESTOS STUCCO WALL SURFACING (CEMENTITIOUS), PROTECT AS

NECESSARY.

USING MANUAL MEANS, REMOVE WINDOW COMPONENTS WITH LEAD BASED

PAINT (LBP) WITHIN THE EXISTING NEGATIVE PRESSURE ENCLOSURE, 1 WINDOW

ASSEMBLY.

REMOVE GAS PIPE WITH YELLOW LBP BY (UNTHREADING) OR SIMILAR LOW

ENERGY MANUAL MEANS WITHIN A NEGATIVE PRESSURE ENCLOSURE.

COORDINATE WITH THE GENERAL CONTRACTOR, 40 LF AND 1 ENCLOSURE.

USING MANUAL MEANS, REMOVE METAL DOOR FRAME WITH LBP WITHIN A

NEGATIVE PRESSURE ENCLOSURE, 1 DOOR FRAME.

2,000 CFM HEPA FILTERED AIR MACHINE WITH SUGGESTED TUBING DIRECTION

3 STAGE WET DECONTAMINATION UNIT W/ SHOWER

NEGATIVE PRESSURE ENCLOSURE

A1

A2

A3

A4

A5

A6

A7

L1

L2

L3

BID DOCUMENTS

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

NSF

AutoCAD SHX Text

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

AutoCAD SHX Text

NSF

AutoCAD SHX Text

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

AutoCAD SHX Text

NSF

AutoCAD SHX Text

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

AutoCAD SHX Text

NSF

AutoCAD SHX Text 002A

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

AutoCAD SHX Text

NSF

AutoCAD SHX Text

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

AutoCAD SHX Text

NSF

AutoCAD SHX Text 017A

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

AutoCAD SHX Text

NSF

AutoCAD SHX Text #3

AutoCAD SHX Text

STAIR

AutoCAD SHX Text re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. 62918 EXP. 12/31/2022

MECH ENGR REG. NO. 69943 EXP. 12/31/2022

ELEC ENGR REG. NO. 70271 EXP. 12/31/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

SPUR #: 1395.29

2/

/2

:3 6:

A

M

BID DOCUMENTS

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

No. REVISION DESCRIPTION DATE

TOPOGRAPHIC SURVEY

DMH 5ALL

CS000

U G

E U

G E

UP

UP

UP

W

W

W

W

W

W

W W

W

W

W

W

W

W

W W W W

W W

W

T

T

T

T

T T

T

T

G G

G G

G

G G

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD

SD

SD

SD

SD SD

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

SS

SS

SS

SS

SS

SS

SS

SS

SD

UGE

UGE

UGE

UGE U

G

E

UGE

UGE

U G

E

UG

E

UG

E

UG

E

UG

E

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UGE

UGE

UGE

HH

HH

HH

HH

L

L

L

MH

UP

RAMP

FO

FO

FO

FO

TT

T

T

S

S

S S

CO

U G

E U

G E

W

W

W

W W

SD

SD

SD

SD

SD

SS

SS

SS

SS

SS

SS

UGE

UGE

UG

E

UG

E

UG

E

SD

S

CWS

CWS

CWS

CWSCWS

CWS

CWS

CWSCWS

CWS

CWS

CWS

CWS W

W

W

W

SD

SD

G G

G

U G

E

S

UGE

UGE

UGE

UGE

S

S

S

E E

E

E

E E

E

E

E

E

E

EE

E

E

E th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. 62918 EXP. 12/31/2022

MECH ENGR REG. NO. 69943 EXP. 12/31/2022

ELEC ENGR REG. NO. 70271 EXP. 12/31/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

SPUR #: 1395.29

2/

/2

:3 6:

A

M

BID DOCUMENTS

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

No. REVISION DESCRIPTION DATE

08/

02/

TOD J.

HENNING

57430

SCALE: 1" = 20'1 OVERALL SITE PLAN

BENCHMARK: .

NOTES: .

LEGEND: .

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON

N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOELLER STREET.

1. 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.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. 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.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF ARIZONA LAWS

CONCERNING EXCAVATION.

6. CONTRACTOR SHALL PROVIDE CONSTRUCTION AND

SAFETY SIGN PER VA REQUIREMENTS AT LOCATIONS

AROUND THE SITE.

7. CONTRACTOR TO COORDINATE WITH VA FOR LOCATION OF

MATERIAL STOCKPILING AND STAGING AREA.

8. ANTI-RAM BOLLARDS SHALL BE PLACED AT EQUAL

SPACING, AND SHALL NOT HAVE AN OPENING GREATER

THAN 4-FEET.

20' 40'

SCALE: 1" = 20'

EXISTING FIBER OPTIC LINEFO

EXISTING GAS LINEG

EXISTING FUEL LINEO

EXISTING SANITARY SEWERSS

EXISTING STORM DRAINSD

EXISTING TELEPHONE LINET

EXISTING UNDERGROUND ELECTRIC LINEUGE

EXISTING WATER LINEW

EXISTING CHILLED WATER SUPPLY LINECWS

SEE TOPOGRAPHIC SURVEY FOR EXISTING FEATURES LEGEND

NEW ELECTRICAL LINEE

CIVIL OVERALL SITE PLAN

DMH 6ALL

SEE ENLARGED ENTRY PLAN,

SEE SHEET CS101

SEE ENLARGED SITE PLAN,

SEE SHEET CS101

CONTRACTOR STAGING AREA (COORDINATE w/ VA)1

KEYED NOTES: .

2 CONSTRUCTION & SAFETY SIGN (SEE NOTE 6)

CONTRACTOR STAGING AREA

CS100

NEW CAMERA (RE: ELEC)

NEW ASTM F2656 M30 ANTI-RAM BOLLARDS

(RE: ARCH)

NEW REMOVABLE ASTM F2656 M30 ANTI-RAM

BOLLARDS (RE: ARCH)

CO

LO

NE

L

HO

LM

BE

RG

R D

SDMH #8005

RIM=5304.02

NW/SE INV 12" PIPE=5298.49

NE DROP INV 6" PIPE=5299.26

SSMH #8123

RIM=5304.79

SSMH #8126

RIM=5304.53

INV 12" PIPE=5296.85

BUILDING FF=5303.85

BUILDING FACE

UGE

UGE

G

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

FO

SS

SS

SS

SS

SS

SS

SS

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

HH

SD

SD

SD

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

SS

W

W

W

W

W

W

G

UGE

UGE

CO

L.

H

OL

M

BE

RG

R

OA

D

24' PVMT REMOVAL & REPLACEMENT

FOR INSTALLATION OF VEHICLE

GATE ARMS

E

E

E

E

EE

E

E

E

E

P

SEE SHEET CI-003

DETAIL 1

SEE SHEET CI-003

DETAIL 1

FOR INSTALLATION OF VEHICLE

GATE ARMS

24' PVMT REMOVAL & REPLACEMENT

19 3

E

E

E

E

S

S

S

S S

SD

S

S

P P

S

S

P

CO

CO

P

P

PP

PPP

PPP P

P

HAZ-MAT AREA

ST

OR

AG

E

CO

NT

AI

NE

R

AC

U

NI

T

LOAD LIFT

GE

NE

RA

TO

R

GE

NE

RA

TO

R

STAIRS

GREASE TRAP VAULT W/ LIFT PUMP #8003

RIM=5305.36

INV=5296.91

CHILLER RACKS

WITH PIPING

CONCRETE PAD

CONCRETE

PAD

SID

EW

AL

K

BLOCK WALL

RAMP

SSMH #8000

RIM=5306.21

N/S INV 8" PIPE=5302.44

SSMH #8001

RIM=5308.28

W INV 8" PIPE=5302.75

SSMH #8002

RIM=5305.51

INV 6" PIPE=5301.12

NE DROP INV 6" PIPE=5303.11

SE DROP INV 4" PIPE=5303.61

GREASE TRAP VAULT #8004

RIM=5305.32

NW/SE INV 12" PIPE=5298.49

NE DROP INV 6" PIPE=5299.26

BUILDING FF=5306.45

BUILDING FACE

BUILDING FACE

LINE ABANDONED

PER VA STAFF

P

PP

U G

E U

G E

U G

E U

G E

U G

E

UGEUGE

UGE

W

W W

W W

WW

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

W

UGE

UG

E

UGE

SD

SD

SD

SD

UGE

G

G G

G

U G

E

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

U G

E

UGE

SS

E

E

E E

E

E

E

E

E E

E

E E

E

E

E

E

E E

E

E

E

E

E

A

A

R

EXIST TP = 6305.74

EXIST FL 6" SAN SWR = ±5301.86

EXIST TP = 5305.05

EXIST FL 6" SAN SWR = ±5301.28

R

SEE SHEET CI-002

DETAIL 3

13 7 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. 62918 EXP. 12/31/2022

MECH ENGR REG. NO. 69943 EXP. 12/31/2022

ELEC ENGR REG. NO. 70271 EXP. 12/31/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

SPUR #: 1395.29

2/

/2

:3 6:

A

M

BID DOCUMENTS

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

No. REVISION DESCRIPTION DATE

08/

02/

TOD J.

HENNING

57430

SCALE: 1" = 10'1 ENLARGED SITE PLAN

SCALE: 1" = 10'2 ENLARGED ENTRY PLAN

BENCHMARK: .

NOTES: .

LEGEND: .

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON

N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOELLER STREET.

1. 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.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING

WATER, WASTEWATER, STORMWATER LINES, AND TRAFFIC CONTROL

DEVICES. DAMAGES SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE.

3. 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.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT

ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES ALONG THE AREA

OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA

REGULATIONS AND THE STATE OF ARIZONA LAWS CONCERNING

EXCAVATION.

6. CMU BLAST SCREEN WALLS AND FOUNDATIONS WILL NEED TO BE

ADDED IF VA DENIES DEVIATION PER PSDRM REQUIREMENTS.

EXISTING FIBER OPTIC LINEFO

EXISTING GAS LINEG

EXISTING FUEL LINEO

EXISTING SANITARY SEWERSS

EXISTING STORM DRAINSD

EXISTING TELEPHONE LINET

EXISTING UNDERGROUND ELECTRIC LINEUGE

EXISTING WATER LINEW

EXISTING CHILLED WATER SUPPLY LINECWS

EXISTING PAVEMENT TO BE REMOVED

SEE TOPOGRAPHIC SURVEY FOR EXISTING FEATURES LEGEND

KEYED NOTES: .

NEW UTILITY TRENCH PAVEMENT REMOVAL AND

REPLACEMENT (RE: CI001)

NEW ELECTRICAL TRANSFORMER (RE: MEP)

NEW ELECTRICAL LINE (RE: MEP)

CONNECT NEW ELECTRICAL LINE TO NEW FEATURE

(RE: MEP)

R

DEMOLITION KEY NOTES:

A

SITE KEY NOTES:

FEATURE TO BE ABANDONED

FEATURE TO BE REMOVED

EXISTING FEATURE TO BE ABANDONED|||||

NEW ELECTRICAL LINEE

CONNECT NEW ELECTRICAL LINE TO EXISTING BUILDING

(RE: MEP)5

ADJUST EXISTING MANHOLE TO FINISHED GRADE6

EXISTING UTILITY TO BE PROTECTED7

NEW ELECTRIC HAND HOLE (RE: MEP)8

CIVIL ENLARGED SITE & ENTRY

PLAN

DMH 7ALL

NEW SHALLOW MOUNT ANTI-RAM BOLLARDS SPACED

4' CENTER TO CENTER(RE: 3/CI002) (RE: ARCH)9

NEW VEHICLE BARRIER LIFTMASTER MEGA ARM TOWER

WITH 14-FOOT ARMS, OR APPROVED EQUAL (RE: 2/CI002)

(RE: MEP FOR ELEC. AND TELECOMMUNICATION ROUTING)

NEW SECURITY GATE ISLAND11

NEW 1" CONDUIT DUCT BANK FROM HAND HOLE TO CAMERA

POLE FOR CATEGORY CABLING TO POLE CAMERA, STUB UP

CONDUIT IN POLE. (RE: MEP)

P FEATURE TO BE PROTECTED

NEW 6" CONCRETE CURB (RE: 3/CI001)13

PROVIDE (1) ONE LPR STANDARD RANGE CAMERA.

(RE: MEP)14

PROVIDE (1) ONE 6'X3' ROUND POLE FOR THE MOUNTING

OF A LICENSE PLATE RECOGNITION (LPR) CAMERA.

(RE: MEP)

PROVIDE VEHICLE DETECTION LOOP. (RE: MEP)16

CS101

10' 20'

SCALE: 1" = 10'

EXISTING CONCRETE PAD & STAIRS TO

BE REMOVED

17 NEW ADA RAMP (RE: 4/CI002)

18 REPAIR LANDSCAPE AREA BACK TO EXISTING

CONDITIONS OR BETTER

19 NEW DUAL HEIGHT, GATE ACCESS CONTROL PEDESTAL

(RE: ELEC)

NEW 1" CONDUIT DUCT BANK FROM HAND HOLE TO

ACCESS CONTROL PEDESTAL, STUB UP CONDUIT IN

POLE (RE: ELEC)

NEW CAMERA (RE: ELEC)

NEW ASTM F2656 M30 ANTI-RAM BOLLARDS

(RE: ARCH)

NEW REMOVABLE ASTM F2656 M30 ANTI-RAM

BOLLARDS (RE: ARCH)

NEW CONCRETE SIDEWALK

CONTRACTOR SHALL PROVIDE FULL DEPTH SAWCUT AT ALL

DEMOLITION LIMITS. CONTRACTOR SHALL MATCH ALL

EXISTING PAVEMENT THICKNESSES AND SUBGRADE.

20 NEW TWO-WAY INTERCOM SYSTEM WITH FACIAL

ANALYTICS (RE: ELEC)

S

S

S

S S

SD

S

S

P P

S

S

P

CO

CO

P

P

PP

PPP

PPP P

P

HAZ-MAT AREA

ST

OR

AG

E

CO

NT

AI

NE

R

AC

U

NI

T

LOAD LIFT

GE

NE

RA

TO

R

GE

NE

RA

TO

R

STAIRS

GREASE TRAP VAULT W/ LIFT PUMP #8003

RIM=5305.36

INV=5296.91

CHILLER RACKS

WITH PIPING

CONCRETE PAD

CONCRETE

PAD

SID

EW

AL

K

BLOCK WALL

RAMP

SSMH #8000

RIM=5306.21

N/S INV 8" PIPE=5302.44

SSMH #8001

RIM=5308.28

W INV 8" PIPE=5302.75

SSMH #8002

RIM=5305.51

INV 6" PIPE=5301.12

NE DROP INV 6" PIPE=5303.11

SE DROP INV 4" PIPE=5303.61

GREASE TRAP VAULT #8004

RIM=5305.32

NW/SE INV 12" PIPE=5298.49

NE DROP INV 6" PIPE=5299.26

BUILDING FF=5306.45

BUILDING FACE

BUILDING FACE

LINE ABANDONED

PER VA STAFF

P

PP

UGEUGE

UGE

W

W W

W W

WW

W

W

W

W

W

W

W

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

W

UGE

UG

E

UGE

SD

SD

SD

SD

UGE

G

G G

G

U G

E

UGE

UGE

UGE

UGE

UG

E

UG

E

UG

E

UG

E

UG

E

U G

E

UGE

SS

E

E

E E

E

E

E

E

E E

E

E E

E

E

E

E

E E

5'

.4

3'

.7

9'

.2

9'

49.13'

5'

E

2.43'

E

E

E

E

21.08'

18.08'

19.29'

3'

5'

SDMH #8005

RIM=5304.02

NW/SE INV 12" PIPE=5298.49

NE DROP INV 6" PIPE=5299.26

SSMH #8123

RIM=5304.79

SSMH #8126

RIM=5304.53

INV 12" PIPE=5296.85

BUILDING FF=5303.85

BUILDING FACE

W

W

W

W

W

WW

W

W

W

SS

W

W

W

W

UGE

UGE

G

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

FO

SS

SS

SS

SS

SS

SS

SS

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

HH

SD

SD

SD

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

SS

W

W

W

W

W

W

G

UGE

UGE

3'

AP

PR

OX

CO

L.

H

OL

M

BE

RG

R

OA

D

.4

4'

.5

8'

AP

PR

OX

E

E

E

E

EE

E

E

E

E

15.76'

2.25'

4.50'

4.

2.

4.50'

2.25'

10'

55.12'

.2

8'

24'

.3

4'

.4

6'

E

E

E

E th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. 62918 EXP. 12/31/2022

MECH ENGR REG. NO. 69943 EXP. 12/31/2022

ELEC ENGR REG. NO. 70271 EXP. 12/31/2022

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9492

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

SPUR #: 1395.29

2/

/2

:3 6:

A

M

BID DOCUMENTS

REPLACE HOSPITAL (B107)

ELECTRICAL SERVICE

08/05/2022

649-18-105

NORTHERN ARIZONA VA HEALTH

CARE SYSTEM

500 AZ-89, PRESCOTT, AZ 86301

No. REVISION DESCRIPTION DATE

08/

02/

TOD J.

HENNING

57430

SCALE: 1" = 40'1 ENLARGED SITE DIMENSION PLAN

SCALE: 1" = 10'2 ENLARGED ENTRY DIMENSION PLAN

BENCHMARK: .

NOTES: .

LEGEND: .

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON

N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOELLER STREET.

EXISTING FIBER OPTIC LINEFO

EXISTING GAS LINEG

EXISTING FUEL LINEO

EXISTING SANITARY SEWERSS

EXISTING STORM DRAINSD

EXISTING TELEPHONE LINET

EXISTING UNDERGROUND ELECTRIC LINEUGE

EXISTING WATER LINEW

EXISTING CHILLED WATER SUPPLY LINECWS

SEE TOPOGRAPHIC SURVEY FOR EXISTING FEATURES LEGEND

NEW ELECTRICAL LINEE

CIVIL ENLARGED SITE & ENTRY

DIMENSION PLAN

DMH 8ALL

KEYED NOTES: .

SWPPP KEY NOTES:

SWPPP DEVICE (SEE NOTE 10)1

1. ALL SUBCONTRACTORS WILL BE EDUCATED TO

FOLLOW STORM WATER POLLUTION PREVENTION

REQUIREMENTS.

2. ANY LAND CLEARING, CONSTRUCTION,

DEVELOPMENT, OR OTHER ACTIVITIES INVOLVING

THE MOVEMENT OF EARTH SHALL BE IN

ACCORDANCE WITH THE SWPPP.

3. A SITE OPERATOR SHALL BE ON SITE ON ALL DAYS

WHERE CONSTRUCTION OR GRADING ACTIVITY

TAKES PLACE.

4. STRUCTURAL BMP's 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.5. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS

AND…