ATTACHMENT 2 - Drawings 1of1.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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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.

FULLY SPRINKLERED

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

/1

/2

:5 :0

P

M

COVER SHEET

ECO 01 36DRH

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING ACQUISITION

MINOR

VA PROJECT NUMBER: 762-301

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

VA CONSOLIDATED MAIL OUTPATIENT PHARMACY

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

ISSUED FOR CONSTRUCTION

GI000

SPUR #: 2091.02

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

[02] CIVIL

03 CS001 TOPOGRAPHIC SURVEY

04 CS100 DEMOLITION PLAN

05 CS101 OVERALL SITE PLAN

06 CS102 FUTURE SITE PLAN

07 CS103 GRADING PLAN

08 CS104 SECTIONS

09 CS105 DRAINAGE AREA MAP

10 CS106 SWPPP PLAN

11 CS200 PAVEMENT DETAILS

12 CS201 STORM SEWER DETAILS

13 CS202 SECURITY BOLLARDS DETAILS

14 CS203 STORM WATER POLLUTION PREVENTION PLAN

15 CS204 FENCE DETAILS

16 CS205 GATE DETAILS

[03] ARCHITECTURAL

17 AS001 DEMO ARCHITECTURAL SITE PLAN

18 AS002 ARCHITECTURAL SITE PLAN

19 AS003 FUTURE ARCHITECTURAL SITE PLAN

[04] MECHANICAL

20 M-701 MECHANICAL CONTROLS LEGEND

21 M-702 MECHANICAL CONTROLS

22 M-703 MECHANICAL CONTROLS

23 M-704 MECHANICAL CONTROLS

24 M-705 MECHANICAL CONTROLS

25 M-706 MECHANICAL CONTROLS

[05] ELECTRICAL

26 E-000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

27 ES100 ELECTRICAL POWER SITE PLAN

28 ES101 ELECTRICAL TELECOMMUNICATION SITE PLAN

29 ES102 ELECTRICAL ENLARGED SITE PLANS

30 ES103 ELECTRICAL SITE LIGHTING PLAN

31 ES104 ELECTRICAL SITE LIGHTING PHOTOMETRIC PLAN

32 ES105 FUTURE ELECTRICAL SITE PLAN

33 ES106 FUTURE ELECTRICAL SITE LIGHTING PLAN

34 E-500 ELECTRICAL DETAILS

35 E-600 ELECTRICAL ONE-LINE DIAGRAM

36 E-601 ELECTRICAL PANEL SCHEDULES AND DIAGRAMS

TOTAL SHEETS: 36

AREA MAP

N

No. REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

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' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

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' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

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' -9

3' -0

1'-0" MIN

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

4'-6" MIN

1' -5

'-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' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

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/).

• 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: TUCSON, AZ

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 9A

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 9 (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' -0

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

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(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' -6

M

A X

5' -0

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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.

FULLY SPRINKLERED

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

/1

/2

:5 :0

P

M

GENERAL INFORMATION

ECO 02 36DRH

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

GI001

SPUR #: 2091.02

No. REVISION DESCRIPTION DATE

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

NEW CONC S/W

21 21 21 21

30.0'

EXISTING PARKING

SPACES

NEW 6"

CONC CURB

NEW 6"

CONC CURB

NEW STM

SWR

SYSTEM

NEW STM SWR SYSTEM

OUTFALL TO EXIST

DRAINAGE DITCH

NEW LANE

DELINEATOR

NEW GATE

RE: ARCH

NEW GATE

RE: ARCH

NEW GATE

RE: ARCH

NEW GATE

RE: ARCH

NEW RETRACTABLE BOLLARDS

(ASTM F2656 M30 RATED)

(TYP, 6)

NEW ANTI RAM

BOLLARDS

(ASTM F2656

M10 RATED)

(TYP, 26)

NEW 6"

CONC CURB

NEW FENCE

RE: ARCH

NEW PEDESTRIAN GATE

W/ ELEC STRIKE

RE: ELEC

NEW CURB CUT

NEW GATE

CONTROL AREA

RE: ARCH

25.5'

.0

18.0'

24.0' 18.0' 18.0' 24.0' 18.0'

9.

0'

TY

P

24.0' 18.0'

.5

.0

4.3'

.0

5.0'

R 18.0'

TYP

9.

0'

TY

P

9.

0'

TY

P

5.0' 5.0'

R18.0'TYP

.0

0'

.6

2'

.5

5'

8.

0'

8.

0'

TY

P.

5.

0'

TY

P.

8.

0'

R3.0

R2.5'

107.0'

6.17'

9.

0'

R3.0'R3.0'

R3.0'

22.54' 169.18'

43.88'

R5.0

R5.0'

R5 .0

9.0'

TYP

.0

10.0'5.0'

.5

7'

R3.0

R3.0

.5

9.

0' 8.

0'

TY

P

.0

6.0'

.0

6.0'

R3.0'TYP

R3.0'TYP

NEW FENCE

RE: ARCH

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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

OVERALL SITE PLAN

CS101

BENCHMARK: .

20' 10'

SCALE: 1" = 20'

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

ELEVATION=2615.82' (NAVD88)

LEGEND: .

NEW FENCE

MATCH EXIST LANDSCAPE

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINEW

SD

G

SS

EXIST ELECTRIC LINEE

PROPOSED FEATURES:

EXISTING FEATURES:

NEW STORM SEWER & GRATE INLET

NOTES: .

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 TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO 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. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC

REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE

VERIFIED IN FIELD BY CONTRACTOR.

6. ALL REMOVED/DEMOLISHED MATERIAL TO BE DISPOSED OF

OFF-SITE BY CONSTRUCTION CONTRACTOR.

7. FOR LIMITS OF SURFACE FEATURE REMOVAL, REMOVE ALL

SURFACE FEATURES INCLUDING BUT NOT LIMITED TO:

BUILDINGS, FOUNDATIONS, ASPHALT, CONCRETE, GRAVEL,

BRICK PAVERS, RETAINING WALL, PATIOS, RAMPS, STAIRS,

HANDRAILS, BOLLARDS, LIGHT POLES, ETC. CONTRACTOR

SHALL PROTECT UNDERGROUND UTILITIES, EXCEPT WHERE

SHOWN OTHERWISE. SALVAGE & REUSE REMOVED GRAVEL

AND BOLLARDS (AS INDICATED).

8. FOR LIMITS OF BUILDING FOOTPRINT, REMOVE ALL SURFACE

FEATURES (MENTIONED IN NOTE 7). REMOVE ALL

UNDERGROUND UTILITIES (TO 5-FEET OUTSIDE OF NEW

BUILDING FOOTPRINT), EXCEPT WHERE SHOWN OTHERWISE.

9. CONTRACTOR SHALL ENSURE PERVIOUS PAVEMENT BE

PLACED ONLY IN HERRINGBONE PATTERN.

10. REFER TO ARCHITECTURAL DRAWINGS FOR ALL NEW AND

FUTURE SIGNAGE FOR THE PROPERTY.

11. REFER TO ELECTRICAL DRAWINGS FOR ALL NEW AND FUTURE

SITE LIGHTING FIXTURE LOCATIONS AND DETAILS.

EXIST FENCE

NEW 4.5" CONCRETE SIDEWALK

PARKING STALL COUNTXX

NEW 6" CONCRETE PAVEMENT

NEW PERVIOUS PAVEMENT

SEE NOTE 9.

NEW PERMEABLE PAVEMENT UNDERDRAIN

03 36 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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

TOPOGRAPHIC SURVEY

CS001

04 36

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

P

P

EXIST CONC

DRAINAGE

DITCH

EXIST CONC

DRAINAGE

DITCH

P EXIST METER

R EXIST FENCE

R

EXIST FENCE,

SIDEWALK, CURB,

AND PAVEMENT

R EXIST CURB

AND SIDEWALK

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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

DEMOLITION PLAN

CS100

BENCHMARK: .

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

ELEVATION=2615.82' (NAVD88)

20' 10'

SCALE: 1" = 20'

LEGEND: .

PROTECT EXIST DRAINAGE DITCH

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINEW

SD

G

SS

EXIST ELECTRIC LINEE

REMOVE EXISTING FEATURER

PROTECT EXISTING FEATUREP

NOTES: .

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 TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO 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. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC

REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE

VERIFIED IN FIELD BY CONTRACTOR.

6. ALL REMOVED/DEMOLISHED MATERIAL TO BE DISPOSED OF

OFF-SITE BY CONSTRUCTION CONTRACTOR.

7. FOR LIMITS OF SURFACE FEATURE REMOVAL, REMOVE ALL

SURFACE FEATURES INCLUDING BUT NOT LIMITED TO:

BUILDINGS, FOUNDATIONS, ASPHALT, CONCRETE, GRAVEL,

BRICK PAVERS, RETAINING WALL, PATIOS, RAMPS, STAIRS,

HANDRAILS, BOLLARDS, LIGHT POLES, ETC. CONTRACTOR

SHALL PROTECT UNDERGROUND UTILITIES, EXCEPT WHERE

SHOWN OTHERWISE. SALVAGE & REUSE REMOVED GRAVEL

AND BOLLARDS (AS INDICATED).

8. FOR LIMITS OF DEMOLITION FOOTPRINT, REMOVE ALL

SURFACE FEATURES (MENTIONED IN NOTE 7). REMOVE ALL

UNDERGROUND UTILITIES (TO 5-FEET OUTSIDE OF NEW

BUILDING FOOTPRINT), EXCEPT WHERE SHOWN OTHERWISE.

EXIST FENCE

05 36

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

FUTURE BLDG

(234.50' X 107.33' =

25,169 SF)

FF=2626.50

60.0'

.0

25.0'

.0

68.5'

18.0' 24.0' 18.0' 18.0' 24.0' 18.0'

9.

0'

TY

P

24.0' 18.0'

.5

.0

.0

9.0'

TYP

4.3'

.0

5.0'5.

0'

R 18.0'

TYP

R18.0'

TYP

9.

0'

TY

P

9.

0'

TY

P

4.0' 4.0'

R18.0'TYP

FUTURE CONC S/W NEW CONC S/W

NEW 6"

CONC CURB

NEW 6"

CONC CURB

NEW 6"

CONC CURB

NEW STM

SWR

SYSTEM

NEW STM SWR SYSTEM

OUTFALL TO EXIST

DRAINAGE DITCH

FUTURE STM SWR

SYSTEM OUTFALL

TO EXIST

DRAINAGE DITCH

FUTURE

SAN SWRFUTURE

WATERLINE

FUTURE

FIRELINE

FUTURE 6"

CONC CURB

NEW LANE

DELINEATOR

NEW GATE

RE: ARCHFUTURE

GATE

RE: ARCH

NEW PERIMETER

FENCE

RE: ARCH

30.0'

40.4'

30.0'

FUTURE

PEDESTRIAN

GATE W/

ELEC

STRIKE

RE: ELEC

.4

NEW GATE

RE: ARCH

NEW GATE

RE: ARCH

NEW RETRACTABLE BOLLARDS

(ASTM F2656 M30 RATED)

(TYP, 6)

NEW ANTI RAM BOLLARDS

(ASTM F2656 M10 RATED)

(TYP, 26)

.5

7'

21 21 21 21

N

EW

C O

N C

S /W

NEW GATE

RE: ARCH

NEW FENCE

RE: ARCH

FUTURE

GATE

RE: ARCH

FUTURE FENCE

RE: ARCH

NEW

PEDESTRIAN

GATE W/

ELEC

STRIKE

RE: ELEC

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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

FUTURE SITE PLAN

CS102

BENCHMARK: .

20' 10'

SCALE: 1" = 20'

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

ELEVATION=2615.82' (NAVD88)

LEGEND: .

NEW FENCE

MATCH EXIST LANDSCAPE

EXIST SANITARY SEWER

EXIST 2" GAS (ABANDONED)

EXIST STORM SEWER

EXIST WATERLINEW

SD

G

SS

EXIST ELECTRIC LINEE

PROPOSED FEATURES:

EXISTING FEATURES:

NEW STORM SEWER & GRATE INLET

NOTES: .

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 TO LOCATE PUBLIC UTILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO 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. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC

REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE

VERIFIED IN FIELD BY CONTRACTOR.

6. ALL REMOVED/DEMOLISHED MATERIAL TO BE DISPOSED OF

OFF-SITE BY CONSTRUCTION CONTRACTOR.

7. FOR LIMITS OF SURFACE FEATURE REMOVAL, REMOVE ALL

SURFACE FEATURES INCLUDING BUT NOT LIMITED TO:

BUILDINGS, FOUNDATIONS, ASPHALT, CONCRETE, GRAVEL,

BRICK PAVERS, RETAINING WALL, PATIOS, RAMPS, STAIRS,

HANDRAILS, BOLLARDS, LIGHT POLES, ETC. CONTRACTOR

SHALL PROTECT UNDERGROUND UTILITIES, EXCEPT WHERE

SHOWN OTHERWISE. SALVAGE & REUSE REMOVED GRAVEL

AND BOLLARDS (AS INDICATED).

8. FOR LIMITS OF BUILDING FOOTPRINT, REMOVE ALL SURFACE

FEATURES (MENTIONED IN NOTE 7). REMOVE ALL

UNDERGROUND UTILITIES (TO 5-FEET OUTSIDE OF NEW

BUILDING FOOTPRINT), EXCEPT WHERE SHOWN OTHERWISE.

9. CONTRACTOR SHALL ENSURE PERVIOUS PAVEMENT BE

PLACED ONLY IN HERRINGBONE PATTERN.

10. REFER TO ARCHITECTURAL DRAWINGS FOR ALL NEW AND

FUTURE SIGNAGE FOR THE PROPERTY.

11. REFER TO ELECTRICAL DRAWINGS FOR ALL NEW AND FUTURE

SITE LIGHTING FIXTURE LOCATIONS AND DETAILS.

EXIST FENCE

NEW 4.5" CONCRETE SIDEWALK

PARKING STALL COUNTXX

NEW 6" CONCRETE PAVEMENT

NEW PERVIOUS PAVEMENT

SEE NOTE 9.

NEW PERMEABLE PAVEMENT UNDERDRAIN

06 36

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

A

C S104

B

CS104

TP=2625.47

TP=2625.06

TP=2624.89

TC=TS=TP=2625.46

TS=TP=TC=2625.35

TP=2625.46

TP=FG=2625.75

TP=FF=2626.50

TP=2626.02

TP=2626.20

TP=2626.00 TP=2626.00 TP=2626.00 TP=2625.43

TP=2625.05

TP=2625.05

TP=2625.05

TP=2625.05

TP=TG=2624.48

TP=2624.87

TP=2625.06

MATCH EXIST

TP=±2626.60

MATCH EXIST

TP=±2626.82

TS=TP=TC=2625.28

MATCH EXIST

TP=±2624.72

MATCH EXIST

TP=±2624.54

TP=2625.89

TP=2625.72

TP=2625.59

TP=2625.42

TP=2625.67

TP=2626.03

TG=2625.44 TP=2626.91

TP=2627.39

TG=2625.15

TP=FG=2626.00

TP=2625.96

MATCH EXIST

TS=±2625.78

MATCH EXIST

TS=±2625.78

TP=2626.46 TP=2626.46 TP=2626.49 TP=2626.49 TP=2626.40 TP=2626.15

TP=2626.10

TC=TS=TP=2625.45

TP=2625.55 TS=2625.90

TS=2625.96

MATCH EXIST

TS=TP=TC=±2626.79

TP=2626.90

TS=2626.83

TS=2626.98

TP=2626.61

TP=2625.70

TP=2625.46

TP=2626.63

TG=2624.85 TG=2624.85

TP=2625.35

TP=2625.59

TP=2625.26

TP=2625.26

MATCH EXIST

TP=±2625.33

MATCH EXIST

TP=±2625.44

TS=2625.91

MATCH EXIST

TP=±2624.98

MATCH EXIST

TP=±2625.10

TS=TP=TC=2625.08

TS=TP=TC=2625.16

MATCH EXIST

TP=±2626.74

MATCH EXIST

TP=±2626.39

MATCH EXIST

TP=±2627.08

MATCH EXIST

TP=±2627.08

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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

GRADING PLAN

CS103

BENCHMARK: .

20' 10'

SCALE: 1" = 20'

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

ELEVATION=2615.82' (NAVD88)

07 36

PR

O

PE

R

TY

L

IN

E

PR

O

PE

R

TY

L

IN

E

NEW 6" CURB NEW 6" CURB

NEW GROUND

EXIST GROUND

NEW 6" CURB

PR

O

PE

R

TY

L

IN

E

PROP 6" CURB PROP 6" CURB

PROP GROUND

EXIST GROUND

PROP PVMT LIMITS @

FUTURE BLDG

PROP 6" CURB

PROP 6" CURB

5.00' WIDE ISLAND

PROP 6" CURB

3:

M

AX

S

LO

PE

G

R

AD

E

TO

E

XI

ST

5.00' WIDE ISLAND

IN

TE

R M

ED

IA

TE

P

R O

PE

R

TY

L

IN

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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

SECTIONS

CS104

BENCHMARK: .

20' 10'

SCALE: 1" = 20'

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

ELEVATION=2615.82' (NAVD88)

SECTION A

SECTION B

HORIZ SCALE: 1"=20'

VERT SCALE: 1"=2'

HORIZ SCALE: 1"=20'

VERT SCALE: 1"=2'

08 36

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

A5 1.30 5.02

A4 1.15 4.43

A3 0.821 3.15

A2 0.455 1.75

A1 0.236 0.91

A1

0.236 A2

0.219

A3

0.366

A4

0.333

A5

0.153 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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

DRAINAGE AREA MAP

CS105

BENCHMARK: .

20' 10'

SCALE: 1" = 20'

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

09 36

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

BRITANNIA DRIVE

EA

ST

H

EM

IS

PH

ER

E

LO

O

P

EAST

PARCEL 1

PARCEL 2

RECORD OF SURVEY

SEQUENCE NO. 20192000412,

PIMA COUNTY RECORDS

IPB

IPB

IPB

IPB

IPB

IPB

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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

SWPPP PLAN

CS106

BENCHMARK: .

20' 10'

SCALE: 1" = 20'

PER PIMA COUNTY GEODETIC CONTROL HELD "G 11", ALUMINUM

CAP IN HAND-HOLE, IN THE MEDIAN OF PALO VERDE ROAD.

10 36 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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

PAVEMENT DETAILS

CS200

CONCRETE SIDEWALK & JOINT DETAILS

CURB (SEE MONOLITHIC CURB

DETAIL - THIS SHEET)

MIN. 4" (100mm) THICK ASTM

NO. 57 STONE OPEN - GRADED

BASE

MIN. 8" (200mm) THICK ASTM

NO. 2 STONE SUBBASE

ASTM NO. 57 STONE

OPEN GRADED

PERFORATED PIPE(S)

SLOPED TO DRAIN

SOIL SUBGRADE SLOPED TO DRAIN

OPTIONAL GEOTEXTILE

BEDDING COURSE 11

2" TO 2"

(40 TO 50mm) THICK ASTM

NO. 8 OR NO. 89 AGGREGATE

ASTM NO. 8 OR 9 AGGREGATE IN OPENINGS

CONCRETE PAVERS MIN. 31

8" (80mm) THICK

6"

MIN

11 36 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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

STORM SEWER DETAILS

CS201

12 36

TOP (PLAN) VIEW

DIRECTION OF VEHICLE ATTACK

FRONT (ELEVATION) VIEW SIDE (ELEVATION) VIEW

BEVEL RUN-OFF SLOPE

Dimension Inch

A

72.00 120.00 66.62 38.00 10.75 60.62 31.25 18.50 mm 1829 3048 1692 965 273 1540 794 470 <32.00 <914

B C D E F G H J

Notes:

1. The Titan is K12 certified by the U.S. Department of State (DOS).

2. Standard DOS crash rating bollard spacing is not to exceed 48 inches [1219mm].

3. Standard configuration with 3 bollards shown. Additional bollard configurations are available.

4. All steel parts embeded in concrete are standard hot dipped galvanized for corrosion protection.

5. Ameristar Black paint is standard. Custom specified paint colors are available.

6. Heaters are available for cold weather applications.

7. Hydraulic Power Unit (HPU) and Operator Control Panels are not shown.

8. Weather-proof HPU enclosure is standard.

9. Traffic signal lights, warning lights, vehicle dector loops, and other accessories are available.

10. Up to 4 inches (10mm) of decorative roadway material can be used around barrier.

11. Construction and installation by others, such as concrete foundation, rebar, roadway surface, conduit, wiring and hydraulic hoses.

ELECTRICAL

CONDUIT CONNECTION 1

ELECTRICAL

CONDUIT CONNECTION 2

HYDRAULIC CONDUIT CONNECTION

BASE PLATE

CONCRETE BASE SLAB

BOLLARD CASING DRAIN CONNECTION

HOT DIPPED

GALVANIZED STEEL

BOLLARD CASING

REINFORCED CONCRETE FOUNDATION

STANDARD 1/2 INCH (13mm) REBAR MINIMUM 3000 PSI (20.68 MPa) CONCRETE

BRUSHED CONCRETE SURFACE

OR OPTIONAL ROADWAY

MATERIAL COVERING

BEVELED FOUNDATION EDGE

AROUND PERIMETER FOR

WATER RUN-OFF

REMOVABLE MILD STEEL

ANTI-SKID TOP PLATES

INTERCONNECTION BOX WITH

REMOVABLE BLACK ANTI-SKID

MILD STEEL ACCESS COVER PLATE

ACTIVE BOLLARD COLUMN

WITH STAINLESS STEEL SLEEVE

DIRECTION OF VEHICLE ATTACK

³ ² 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. 69321 EXP. 09/30/2022

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

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

CIVIL ENGINEER

H2B, INC.

1225 NORTH 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

FULLY SPRINKLERED

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

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B

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STAMP:

Drawing Number

Building Number

/1

6/

:0 0:

P

M

RE XXALL

ISSUED FOR CONSTRUCTION

TUCSON CMOP BUILDING

ACQUISITION MINOR

03/14/2022

762-301

VA CMOP

3675 E. BRITANNIA DR.

TUCSON, ARIZONA, 85706

SPUR #: 22091.02

No. REVISION DESCRIPTION DATE

SECURITY BOLLARD DETAILS

CS202

AMERISTARR

1555 N. Mingo Tulsa, OK 74116 1-888-333-3422 www.ameristarfence.com

TITLE: TITAN ARCHITECTURE

DATE:

DRN BY: CHK BY:

DRAWING NO:

SCALE:

REV:

SHEET: 1/1

a

This drawing is the proprietary property of AMERISTAR, Tulsa, OK and must not be duplicated or used in whole or in part for the making of drawings, prints or parts to the detriment of, or harm to, the owner.

In accepting this drawing, the recipient agrees to keep the information contained confidential.

PROPRIETARY

INFORMATION

xxxxxxxxx

AMERISTARR

1555 N. Mingo Tulsa, OK 74116…