762-24-103_Final CD_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 NUMBERCONSULTANTS:

DRAWING #

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

EXP. 10/11/2025

EXP. 10/11/2025

ELECTRICAL/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 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

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

/1

/2

:4 :1

A

M

COVER SHEET

JDM 01 OF 27AJS

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING SOLAR PV

SYSTEM

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

GI000

SPUR #: 2091.05

VA PROJECT NUMBER: 762-24-103

FINAL CONSTRUCTION DOCUMENTS

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI021 PHASING PLAN

[02] CIVIL

04 CS100 DEMOLITION PLAN

05 CS101 OVERALL SITE PLAN

06 CS102 SWPPP

07 CS200 DETAILS

08 CS201 DETAILS

[03] STRUCTURAL

09 S-000 GENERAL NOTES

10 SA011 SPECIAL INSPECTIONS

11 SS100 SITE REFERENCE PLAN

12 SB101 CANOPY FOUNDATION PLAN

13 SB102 CANOPY FOUNDATION PLAN

[04] ARCHITECTURAL

14 AS001 ARCHITECTURAL DEMOLITION AND NEW SITE PLAN

15 AS002 CANOPY LAYOUT

16 AS201 CANOPY ELEVATIONS AND DETAILS - SINGLE

17 AS202 CANOPY ELEVATIONS AND DETAILS - DOUBLE

[05] ELECTRICAL

18 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

19 ES001 ELECTRICAL SITE PLAN

20 ES002 ELECTRICAL CANOPY LIGHTING, SOLAR SYSTEM PLANS

21 E-601 ELECTRICAL ONE-LINE DIAGRAM

22 E-602 ELECTRICAL DETAILS AND SCHEDULES

23 E-603 ELECTRICAL DETAILS AND SCHEDULES

[06] TELECOM

24 T-001 TELECOMMUNICATIONS COVER SHEET

25 TS001 TELECOMMUNICATIONS SITE PLANS

26 TY501 SURVEILLANCE SYSTEM TELEVISION CAMERA DETAILS

27 TY601 ELETRONIC SECURITY SYSTEM RISERS

TOTAL SHEETS: 27

LOCATION

PLAN

AREA

PLAN

N N

PROJECT LOCATION

BASE BID AND BID ALTERNATE OPTIONS:

ADD ALT OPTION 1

REFER TO SHEETS AS001, AS121, E-602, AND ES-002 FOR FURTHER INFORMATION

1. CANOPY #3

A. ADD CANOPY #3 DESIGN SCOPE IN ITS ENTIRETY

ADD ALT OPTION 2

1. CANOPY #4

A. ADD CANOPY #4 DESIGN SCOPE IN ITS ENTIRETY

ADD ALT OPTION 3

1. CANOPY #5

A. ADD CANOPY #5 DESIGN SCOPE IN ITS ENTIRETY

ADD ALT OPTION 4

1. CANOPY #6

A. ADD CANOPY #6 DESIGN SCOPE IN ITS ENTIRETY

BASE BID

1. CONSTRUCT THE ENTIRE DESIGN SCOPE FOR CANOPY #1, CANOPY #2, CANOPY #7, CANOPY #8, CANOPY #9, AND CANOPY #10

2. PROVIDE NEW PAINT FOR EXISTING CANOPY AND COVERED SEATING TO MATCH EXISTING CANOPY

COLOR.

NUMBER 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

3' -0

3' -2

4' -0

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

3' -0

WALL

WALL

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

BUMPER GUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

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. REFERENCE RELEVANT ADDENDA FOR EACH OF THE ADOPTED CODES AND STANDARDS:

• 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/).

• 2024 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2024 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2024 NATIONAL FIRE CODES (NFPA)

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

• 2023 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2024 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2024 INTERNATIONAL PLUMBING CODE (IPC)

• 2022 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

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

• 2022 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• 2022 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2023 STEEL CONSTRUCTION MANUAL (16TH 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.

• 2022 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2022 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

• 2024 PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL

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.

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

5. 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.

6. 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.

7. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY PROVIDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

8. 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.

9. 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.

10. 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.

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"2' -1

0"

'-2

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

BG BUMPER GUARD

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

C/C CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

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

CPT CARPET/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 EPOXY 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

QT QUARRY TILE

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

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"

1' -6

6" MAX

7" - 9" 11" MIN

17" - 25"

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 ATHLETIC 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)

SWC STAINLESS STEEL WALLCOVERING

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

V/C VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL-FACED ACOUSTICAL TILE

VP VENEERED PLASTER

VT VINYL TILE

V/V 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

TRUE

NORTH

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

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

M

IN

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 #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 10/11/2025

EXP. 10/11/2025

ELECTRICAL/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 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

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

/1

/2

:0

:4

A

M

GENERAL INFORMATION

ECO 02 OF 27AJS

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

GI001

SPUR #: 2091.05NUMBER REVISION DESCRIPTION DATE

E. BRITANNIA DRIVE

E

H E

M

IS

P H

E R

E L

O O

P

CMOP

PHASE II

E. DESERT WALK LN

PHASE III

PHASE I

INCLUDED IN

PHASE II

CANOPY 1 CANOPY 2

CANOPY 3 CANOPY 4

CANOPY 5

CANOPY 7

C A

N O

P Y

C A

N O

P Y

C A

N O

P Y

CANOPY 6 EX. CANOPY

PHASING LEGEND AND DESCRIPTIONS

PHASE I - CONSTRUCT WORK IN THIS AREA

PHASE II - CONSTRUCT WORK IN THIS AREA

PHASE III -CONSTRUCT WORK IN THIS AREA

1. CONTRACTOR TO SUBMIT COORDINATION DRAWINGS BEFORE CONSTRUCTION CAN START.

2. CONCTRACTOR TO VALIDATE CURRENT PHASING AND ANY PROPOSED ALTERNATIVES TO BE

PRESENTED AND APPROVED BY THE VA, PRIOR TO CONSTRUCTION.

3. CONTRACTOR TO COORDINATE AND CONFIRM ACTUAL ORDER OF PHASING WITH VA PRIOR TO

CONSTRUCTION.

4. ALL WORK FOR CANOPIES 1, 2, 5, & 6, INCLUDING RESTRIPING PARKING SPACES, TO BE PERFORMED

ONLY IF THE RESPECTIVE ADD ALTERNATES ARE ACCEPTED. REF. SHEET GI000

GENERAL PHASING NOTES

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 #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 10/11/2025

EXP. 10/11/2025

ELECTRICAL/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 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

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

/1

/2

:0

:2

A

M

PHASING PLAN

JDM 03 OF 27AJS

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

GI021

SPUR #: 2091.05

N

1" = 40'-0"

PHASING SITE PLAN1

E.

H

EM

IS

PH

ER

E

LO

O P

OM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

SS

WWW

W

W W W

W

SS

SS

IRIR

IR

IR

IR

IR

IR

S S

SS

S

S S

S S

S S

S S

S S

S S

S

SS

SS

SS

SS

SS

SS

S

SS

SS SS SS SS SS SS SS SS SS SS SS

FOUND BRASS CAP FLUSH

INTERSECTION OF

HEMISPHERE LOOP &

BRITANNIA DRIVE

0.53' EAST & 0.71' SOUTH

FOUND MONUMENT

CONSISTENT WITH

BK.58,PG.64,PCR

FOUND 1/2" REBAR

NO TAG

CALCULATED SWC OF LOT 11

(BK.52,PG.56,PCR)

SET PK NAIL

EL=2624.26'

178.49'(C)

W W

W W

W W W W W W W W W W W W W W W W W W W W W W W

W

WW

W

W

W

W W

W W

W

FH

EXIST WATER LINE

EXIST SANITARY SEWER

EXIST UNDERGROUND

COMM LINE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

EXIST UNDERGROUND

ELEC CONDUIT

EXIST

UNDERGROUND

ELEC CONDUIT

EXIST

UNDERGROUND

ELEC CONDUIT

EXIST UNDERGROUND

ELEC CONDUIT

REMOVE

4'x4' EXISTING PERMEABLE

PAVEMENT AT

NEW COLUMN

FOUNDATIONS (TYP)

REMOVE EXISTING LIGHT

POLE AND CONCRETE

FOUNDATION

REMOVE STRIPING

EXISTING LIGHT

FIXTURES

TO REMAIN

PROTECT EXISTING

CANOPY TO REMAIN

REMOVE EXISTING

LIGHT POLE AND

CONCRETE

FOUNDATION

REMOVE EXISTING

LIGHT POLE AND

CONCRETE

FOUNDATIONUNBOLT AND ROTATE

EXISTING LIGHT

FIXTURE 180°, RE: ELEC

(EXISTING CONC

FOUNDATION TO

REMAIN)

UNBOLT AND ROTATE

EXISTING LIGHT

FIXTURE 180°, RE: ELEC

(EXISTING CONC

FOUNDATION TO

REMAIN)

UNBOLT AND ROTATE

EXISTING LIGHT

FIXTURE 180°, RE: ELEC

(EXISTING CONC

FOUNDATION TO

REMAIN)

REMOVE 4'x8.75'

EXISTING PERMEABLE

PAVEMENT, CONCRETE

CURB, AND SIDEWALK

AT NEW COLUMN

FOUNDATIONS (TYP)

(SAWCUT FULL DEPTH)

REMOVE 3'x3.25' EXISTING

ASPHALT PAVEMENT AND

ADJACENT CONCRETE CURB

AT NEW COLUMN

FOUNDATIONS (TYP)

(SAWCUT FULL DEPTH)

REMOVE 4'x4' EXISTING

ASPHALT PAVEMENT

AT NEW COLUMN

FOUNDATIONS

(SAWCUT FULL DEPTH)

(TYP)

CONTRACTOR TO FIELD VERIFY

LOCATION AND DEPTH OF EXIST

IRRIGATION LINE AND ADJUST AS NECESSARY

REMOVE EXISTING LIGHT POLE

AND CONC FOUNDATION

REMOVE 3'x3.25'

EXISTING ASPHALT

PAVEMENT AND

ADJACENT CONCRETE

CURB AT NEW COLUMN

FOUNDATIONS (TYP)

(SAWCUT FULL DEPTH)

REMOVE EXISTING

PERMEABLE PAVEMENT AT

PARKING STALL FOR

ELECTRICAL EQUIPMENT

RE: ELEC AND STRUC

REMOVE STRIPING

0 20' 40'

SCALE: 1" = 20'

ALAN LANE

LACKEY

71821

12/ 18/

EXPIRES ON 9/30/2026

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

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 10/11/2025

EXP. 10/11/2025

EXP. 10/11/2025

MEP/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. 20013-0

MECH ENGR REG. NO. 20013-0

ELEC ENGR REG. NO. 20013-0

6/ 6/

:4

2:

P M

REFE

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

SPUR #: 2091.05NUMBER REVISION DESCRIPTION DATE

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 FEATURE 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 REMOVAL LIMITS SHOWN ARE SCHEMATIC IN NATURE. IF

ADDITIONAL EXISTING SURFACE FEATURES ARE REMOVED TO

FACILITATE INSTALLATION OF CONCRETE PIERS THE

CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT AT NO

COST TO THE GOVERNMENT.

7. ALL REMOVED/DEMOLISHED MATERIAL TO BE DISPOSED OF

OFF-SITE BY CONSTRUCTION CONTRACTOR.

8. FOR LIMITS OF SURFACE FEATURE REMOVAL, REMOVE ALL

SURFACE FEATURES INCLUDING BUT NOT LIMITED TO:

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.

9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL NEW AND

FUTURE SIGNAGE FOR THE PROPERTY.

10. REFER TO ELECTRICAL DRAWINGS FOR ALL NEW AND FUTURE

SITE LIGHTING FIXTURE LOCATIONS AND DETAILS.

AREA NOT IN SCOPE

LEGEND

NOTES

DEMOLITION PLAN

CD100

DEMO LIMITS

PROPERTY LINE

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)

1 DEMOLITION PLAN

1" = 20'

EXISTING ELECTRICAL CONDUIT

TO BE UTILIZED FOR PV ELECTRICAL

LINES (RE: ELEC)

EXISTING LIGHT POLE

UGE

H

EM

IS

PH

ER

E

LO

O P

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

SS

WWW

W

W W W

W

SS

SS

SS

IRIR

IR

IR

IR

IR

IR

S S

S S

S S

S S

S S

S S

S S

SS

SS

SS

SS

SS

SS

SS

SS

S

SS

SS SS SS SS SS SS SS SS SS SS SS SS

S S

S S

S S

S S

S S

S S S

S

FOUND BRASS CAP FLUSH

INTERSECTION OF

HEMISPHERE LOOP &

BRITANNIA DRIVE

0.53' EAST & 0.71' SOUTH

FOUND MONUMENT

CONSISTENT WITH

BK.58,PG.64,PCR

FOUND 1/2" REBAR

NO TAG

CALCULATED SWC OF LOT 11

(BK.52,PG.56,PCR)

SET PK NAIL

EL=2624.26'

178.49'(C)

W

W W

W W

W W W W W W W W W W W W W W W W W W W W W W W

W

WW

W

W

W

W W

W W

W W

W

W

FH

EXIST WATER LINE

EXIST SANITARY SEWER

EXIST UNDERGROUND

COMM LINE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

EXIST UNDERGROUND

ELEC CONDUIT

EXIST

UNDERGROUND

ELEC CONDUIT

EXIST

UNDERGROUND

ELEC CONDUIT

EXIST UNDERGROUND

ELEC CONDUIT

STRIPE OFF PARKING

SPACE FOR ELECTRICAL

EQUIPMENT MOUNTING

RACK, RE: ES002

27'

27'27'

18'27' 23'

27'27'

23' 28' 26'27'18'18' 27'

18' 27' 18'27'

27' 27' 18'

9'9'

9'9'

9'9'9'9'

9' 9' 9' 9'

9' 9'

9' 9'

18.2'

SEE INSET NO. 1

(THIS SHEET)

SEE INSET NO. 2

(THIS SHEET)

SEE INSET NO. 4

(THIS SHEET)

SEE INSET NO. 3

(THIS SHEET)

SEE INSET NO. 5

(THIS SHEET)

SEE INSET NO. 6

(THIS SHEET)

NEW STRIPING NEW STRIPING

NEW STRIPINGNEW STRIPING

NEW STRIPING

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 1)

(TYP)

CANOPY 1

(RE: ARCH & STR)

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 5)

(TYP)

NEW ROTATED

LIGHT FIXTURE

NEW ROTATED

LIGHT FIXTURE

NEW ROTATED

LIGHT FIXTURE

CONTRACTOR

STAGING LOCATION

NEW CANOPY COLUMN

FOUNDATIONS (TYP)

CANOPY 3

(RE: ARCH & STR)

CANOPY 2

(RE: ARCH & STR) CANOPY 4

(RE: ARCH & STR)

CANOPY 5

(RE: ARCH & STR) CANOPY 6

(RE: ARCH & STR)

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 5)

(TYP)

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 4)

(TYP)

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 6)

(TYP)NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 6)

(TYP)

CANOPY 7

(RE: ARCH & STR)

CANOPY 10

(RE: ARCH & STR)

CANOPY 9

(RE: ARCH & STR)

CANOPY 8

(RE: ARCH & STR)

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 3)

(TYP)

NEW CANOPY

FOUNDATIONS

(SEE INSET NO. 2)

(TYP)

TCF=2624.95

TPE=±2625.45

TCF=2624.95

TPE=±2626.10

TCF=2625.63

FGE=±2626.50

TCF=2625.63

FGE=±2626.37

TCF=2625.63

FGE=±2626.28

TCF=2625.63

FGE=±2626.19

TCF=2625.63

FGE=±2626.06

TCF=2625.63

FGE=±2625.97

TCF=2625.63

FGE=±2625.88

TCF=2625.45

FGE=±2627.42

TCF=2625.45

FGE=±2626.39

TCF=2625.45

FGE=±2626.27

TCF=2625.45

FGE=±2626.16

TCF=2625.45

FGE=±2626.04

TCF=2625.45

FGE=±2625.97

TCF=2625.45

FGE=±2625.85

TCF=2625.45

FGE=±2625.70

TCF=2624.95

TPE=±2626.00

TCF=2624.95

TPE=±2625.90

TCF=2624.95

TPE=±2625.82

TCF=2624.95

TPE=±2625.76

TCF=2624.95

TPE=±2625.73

TCF=2624.95

TPE=±2625.57

TCF=2624.95

TPE=±2625.46

TCF=2624.95

TPE=±2625.46

TCF=2624.95

TPE=±2625.46

TCF=2624.95

TPE=±2625.46

TCF=2624.95

TPE=±2625.46

TCF=2625.33

TPE=±2626.40

TCF=2625.33

TPE=±2626.33

TCF=2625.33

TPE=±2626.08

TCF=2625.35

TPE=±2626.66TCF=2625.35

TPE=±2626.56

TCF=2625.35

TPE=±2626.44

TCF=2625.35

TPE=±2626.33

TCF=2625.35

TPE=±2626.10

TCF=2624.75

TPE=±2625.60

TCF=2624.75

TPE=±2625.50

TCF=2623.59

TPE=±2625.00

TCF=2623.59

TPE=±2624.64TCF=2623.59

TPE=±2624.40

TCF=2623.59

TPE=±2624.34

TCF=2624.05

TPE=±2625.65

TCF=2624.05

TPE=±2625.33

TCF=2624.05

TPE=±2625.12

TCF=2624.05

TPE=±2624.80

TCF=2623.56

TPE=±2624.80

TCF=2623.56

TPE=±2624.60

TCF=2623.56

TPE=±2624.48

TCF=2623.56

TPE=±2624.31

TCF=2625.63

FGE=±2626.13

UGE UGE

PROTECT EXIST CURB

AND GUTTER

(TYP)

NEW 30"

CONCRETE PIER

FOUNDATION

WITH CONCRETE

CLOSURE POUR

RE: STRUCTURAL

4'3'PROTECT 6" EXIST

CONC CURB &

GUTTER

NEW 4'X4' CONCRETE

CLOSURE POUR

( MATCH EXIST GRADE)

NEW 30" CONCRETE

PIER FOUNDATION

RE: STRUCTURAL

RE-STRIPE TO MATCH

EXISTING

4'

3'

NEW

4'X4' CONCRETE

CLOSURE POUR

(MATCH EXIST

GRADES)

NEW 30" CONCRETE

PIER FOUNDATION,

RE: STRUCTURAL

PROTECT EXIST

SIDEWALK,

BOLLARDS,

WHEELSTOPS

RE-STRIPE TO

MATCH EXISTING

UGE UGE UGE UGE UGE UGE

4'

5.

5'

NEW 5' CONC SIDEWALK

(MATCH EXIST GRADE)

NEW 4'X1.75'

CONCRETE CLOSURE

POUR

(MATCH EXIST GRADE)

NEW 30" CONCRETE

PIER FOUNDATION

RE: STRUCTURAL NEW 4 LF CONC

CURB & GUTTER

1.

3'

2.

0.

5'

NEW 3 LF CONC CURB

NEW 2.75'X3'

CONCRETE CLOSURE

POUR (MATCH EXIST

GRADE)

NEW 30"

CONCRETE

PIER

FOUNDATION

RE: STRUCTURAL

PROTECT EXIST

CONCRETE SIDEWALK

COM COM COM COM COM COM COM COM COM COM

2.

3'

NEW 3 LF CONCRETE

CURB

NEW 2.75'X3'

CONCRETE CLOSURE

POUR (MATCH EXIST

GRADE)

NEW 30" CONCRETE

PIER FOUNDATION

RE: STRUCTURAL

0 20' 40'

SCALE: 1" = 20'

ALAN LANE

LACKEY

71821

12/ 18/

EXPIRES ON 9/30/2026

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

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 10/11/2025

EXP. 10/11/2025

EXP. 10/11/2025

MEP/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. 20013-0

MECH ENGR REG. NO. 20013-0

ELEC ENGR REG. NO. 20013-0

6/ 6/

:4

2:

P M

REFE

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

SPUR #: 2091.05NUMBER REVISION DESCRIPTION DATE

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. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS

OTHERWISE NOTED.

3. REFER TO ARCHITECTURAL DRAWINGS FOR ALL NEW AND

FUTURE SIGNAGE FOR THE PROPERTY.

4. REFER TO ELECTRICAL DRAWINGS FOR ALL NEW AND FUTURE

SITE LIGHTING FIXTURE LOCATIONS AND DETAILS.

5. ALL REMOVAL LIMITS SHOWN ARE SCHEMATIC IN NATURE. IF

ADDITIONAL EXISTING SURFACE FEATURES ARE REMOVED TO

FACILITATE INSTALLATION OF CONCRETE PIERS THE

CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT AT NO

COST TO THE GOVERNMENT.

6. TOP OF CONCRETE FOUNDATION ELEVATIONS ARE BASED

OFF EXISTING PAVEMENT OR EXISTING FINISHED GRADE

ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY

ENGINEER IF THERE ARE ANY DISCREPANCIES.

AREA NOT IN SCOPE

LEGEND

NEW PARKING CANOPY WITH

INTEGRATED PV SOLAR ARRAY

NEW CANOPY COLUMN

FOUNDATIONS

NOTES

OVERALL SITE PLAN

CS100

NEW 41

2" CONCRETE SIDEWALK

TEMPORARY CONSTRUCTION FENCE

PROPERTY LINE

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)

NEW CONCRETE CLOSURE POUR

NEW 6" CURB

1 OVERALL SITE PLAN

1" = 20'

INSET NO. 1: FOUNDATION AT MEDIAN

(TYPICAL) (SOUTH PARKING LOT)

(RE: DETAIL 1/SHEET CS201)

SCALE: 1" = 10'

INSET NO. 2: FOUNDATION IN PERMEABLE

PAVEMENT (TYPICAL) (SOUTH PARKING LOT)

(RE: DETAIL 2/SHEET CS201)

SCALE: 1" = 10'

INSET NO. 4: FOUNDATION IN ASPHALT

PAVING (TYPICAL) (NORTH PARKING LOT)

(RE: DETAIL 4/SHEET CS201)

SCALE: 1" = 10'

INSET NO. 3: FOUNDATION ADJACENT

TO CURB AND SIDEWALK IN PERMEABLE

PAVEMENT (TYPICAL) (SOUTH PARKING LOT)

(RE: DETAIL 3/SHEET CS201)

SCALE: 1" = 10'

INSET NO. 5: FOUNDATION ADJACENT

TO CURB & SIDEWALK IN ASPHALT

PAVEMENT (TYPICAL) (NORTH PARKING LOT)

(RE: DETAIL 5/SHEET CS201)

SCALE: 1" = 10'

INSET NO. 6: FOUNDATION ADJACENT

TO CURB IN ASPHALT PAVEMENT (TYPICAL)

(NORTH PARKING LOT)

(RE: DETAIL 6/SHEET CS201)

SCALE: 1" = 10'

9'

TYP 9'

TYP

9'

TYP

9'

TYP

9'

TYP

CS201

CS201

CS201

CS201

CS201

TOP OF CONCRETE FOUNDATIONTCF

TOP OF EXISTING PAVEMENTTPE

EXISTING FINISHED GRADEFGE

CS201

H

EM

IS

PH

ER

E

LO

O P

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

SS

WWW

W

W W W

W W

SS

SS

SS

IRIR

IR

IR

IR

IR

IR

SS

SS

S S

S S

S S

S S

S S

S S

SS

SS

SS

SS

SS

SS

SS

S

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S S

S S

S S

S S

S S

SS

S

S

FOUND BRASS CAP FLUSH

INTERSECTION OF

HEMISPHERE LOOP &

BRITANNIA DRIVE

0.53' EAST & 0.71' SOUTH

FOUND MONUMENT

CONSISTENT WITH

BK.58,PG.64,PCR

FOUND 1/2" REBAR

NO TAG

CALCULATED SWC OF LOT 11

(BK.52,PG.56,PCR)FOUND 1/2" REBAR

NO TAG

SET PK NAIL

EL=2624.26'

178.49'(C)

W

W W

W W

W W W W W W W W W W W W W W W W W W W W W W W

W

WW

W

W

W

W W

W W

W W

W

W

FH

EXIST WATER LINE

EXIST SANITARY SEWER

EXIST UNDERGROUND

COMM LINE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

EXIST UNDERGROUND

ELEC CONDUIT

EXIST

UNDERGROUND

ELEC CONDUIT

EXIST

UNDERGROUND

ELEC CONDUIT

EXIST UNDERGROUND

ELEC CONDUIT

IPB IPB IPB IPB

IPB

0 20' 40'

SCALE: 1" = 20'

ALAN LANE

LACKEY

71821

12/ 18/

EXPIRES ON 9/30/2026

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

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 10/11/2025

EXP. 10/11/2025

EXP. 10/11/2025

MEP/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. 20013-0

MECH ENGR REG. NO. 20013-0

ELEC ENGR REG. NO. 20013-0

6/ 6/

:4

2:

P M

REFE

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

SPUR #: 2091.05NUMBER REVISION DESCRIPTION DATE

LEGEND

NOTES

STORM WATER POLLUTION

PREVENTION PLAN

CS102

1. IN AREAS WHERE THE PROJECT DESIGN

INCORPORATE FILL ADJACENT TO NEIGHBORING

LANDOWNERS, THE CONTRACTOR SHALL

IMPLEMENT GRADING AND/OR PERIMETER RUNOFF

CATCHMENT DEVICES (E.G. PERIMETER DITCHES)

DURING CONSTRUCTION TO ENSURE THAT THE

ADJACENT PARCELS BORDERING THE PROJECT

SITE DO NOT EXPERIENCE INTERIM DRAINAGE

FLOWS THAT EXCEED PRE-DEVELOPMENT

CONDITIONS FOR STORM EVENTS UP TO AND

INCLUDING THE CURRENT STORM DRAINAGE

DESIGN CRITERIA AT THE TIME OF PERMIT OR

CARRY SEDIMENT GENERATED AS PART OF

CONSTRUCTION ACTIVITIES. WHERE APPLICABLE,

THESE PRACTICES ARE IN ADDITION TO THE

STANDARD STORM WATER POLLUTION PREVENTION

DESIGN AND SHALL INCLUDE ADDITIONAL DITCHES

REDIRECTING SITE DRAINAGE OR TEMPORARY

PIPING.

2. ALL SUBCONTRACTORS WILL BE EDUCATED TO

FOLLOW STORM WATER POLLUTION PREVENTION

REQUIREMENTS.

3. ANY LAND CLEARING, CONSTRUCTION,

DEVELOPMENT, OR OTHER ACTIVITIES INVOLVING

THE MOVEMENT OF EARTH SHALL BE IN

ACCORDANCE WITH THE SWPPP.

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

WHERE CONSTRUCTION OR GRADING ACTIVITY

TAKES PLACE.

5. STRUCTURAL 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.

6. SCRAPING AND SWEEPING OF STREETS, SIDEWALKS

AND FLOWLINES MUST BE CONDUCTED AT THE END

OF EACH WORK DAY WHEN DIRT AND OTHER

CONSTRUCTION MATERIAL HAS BEEN TRACKED

ONTO STREETS.

7. EARTH MATERIALS AND LANDSCAPE MATERIALS

SUCH AS SOD, ROCK AND MULCH SHALL NOT BE

STOCKPILED, PLACED OR STORED ON DRIVEWAYS,

STREETS, SIDEWALKS OR IN STORM WATER

FLOWLINES.

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

LUMBER), ROLL OFF CONTAINERS, DUMPSTERS,

PORTABLE TOILETS, TRAILERS, ETC., SHALL NOT BE

STORED ON STREETS OR SIDEWALKS OR OTHER

IMPERVIOUS SURFACES. THESE ITEMS SHALL BE

STORED ON THE CONSTRUCTION SITE OR STAGING

AREAS.

9. SANITARY FACILITIES SHALL BE LOCATED ON

NATURAL GROUND AND AT LEAST 25 FEET FROM ANY

STORM SEWER INLET OR WATER BODY AND SHALL

BE SERVICED REGULARLY AS NEEDED.

IPB

RFB

CWO

STC

INLET PROTECTION BARRIER

FILTER FABRIC FENCE

REINFORCED FABRIC BARRIER

CONCRETE WASHOUT AREA

STREET SWEEPING/CLEANING

CWO

STC STC

STC STC

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)

PROPERTY LINE

1 STORM WATER POLLUTION PREVENTION PLAN

1" = 20'

RFB

AREA NOT IN SCOPE

ALAN LANE

LACKEY

71821

12/ 18/

EXPIRES ON 9/30/2026

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

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 10/11/2025

EXP. 10/11/2025

EXP. 10/11/2025

MEP/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

CIVIL/STRUCTURAL ENGINEER

H2B

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. 20013-0

MECH ENGR REG. NO. 20013-0

ELEC ENGR REG. NO. 20013-0

6/ 6/

:4

2:

P M

REFE

FINAL CONSTRUCTION DOCUMENTS

INSTALL COVERED PARKING

SOLAR PV SYSTEM

12/18/2024

762-24-103

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

SPUR #: 2091.05NUMBER REVISION DESCRIPTION DATE

DETAILS

CS200

PROP/EXIST

CONC CURB

PROP 3 4"

EXP JT

PROP S/W

PROP/EXIST

MATERIAL AS

SHOWN ON

PLANS

SEE TABLE FOR

REINFORCING

PROP

S/W

PROP 3 4" EXP

JT

PROP S/W

PROP/EXIST

BLDG SLAB

PROP

S/W

PROP/EXIST

PVMT

PROP 3 4"

EXP JT

1"R

TYP

FG (TYP)

MIN. 4" (100mm) THICK ASTM

NO. 57 STONE OPEN - GRADED BASE

MIN. 8" (200mm) THICK ASTM

NO. 2 STONE SUBBASE

GEOTEXTILE

BEDDING COURSE 11

2" TO 2"

(40 TO 50mm) THICK ASTM

NO. 8 OR NO. 89 AGGREGATE

CONCRETE PAVERS

MIN. 31

8" (80mm) THICK

26 GAUGE

PLASTIC TUBE

JOINT

SEAL

JOINT SEAL

4"R

4" DIA

PRE-MANUFACTURED

JOINT PLATE

NAIL

DOWEL DIA

PLUS 1

16"

CONST

JOINT

4" BOARD EXPANSION

JOINT FILLER

ASTM NO. 8 OR 9

AGGREGATE IN

OPENINGS

SOIL SUBGRADE SLOPED TOWARDS

EXIST PERFORATED DRAIN PIPE

AutoCAD SHX Text

SCALE :

AutoCAD SHX Text

CAD DETAIL NO.:

AutoCAD SHX Text

DATE ISSUED:

AutoCAD SHX Text

DETAIL TITLE /

AutoCAD SHX Text

PARKING STALL LAYOUT

AutoCAD SHX Text

SD321723-01.DWG

AutoCAD SHX Text

DECEMBER 2008

AutoCAD SHX Text

NONE

AutoCAD SHX Text

9' MIN.

AutoCAD SHX Text

9' MIN.

AutoCAD SHX Text 5'

AutoCAD SHX Text

8' MIN.

AutoCAD SHX Text

8' MIN.

AutoCAD SHX Text [2743mm]

AutoCAD SHX Text [2743mm]

AutoCAD SHX Text [2438mm]

AutoCAD SHX Text [2438mm]

AutoCAD SHX Text

1. 2. 3.

AutoCAD SHX Text

ACCESSIBILITY SIGNS

AutoCAD SHX Text

WALK

AutoCAD SHX Text 4" [102mm] PAINTED DIAGONAL LINES

AutoCAD SHX Text [1524mm]

AutoCAD SHX Text 5'

AutoCAD SHX Text [1524mm]

AutoCAD SHX Text 5'

AutoCAD SHX Text [1524mm]

AutoCAD SHX Text SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS. SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE QUANTITIES AND SIGNAGE. ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5' [1524mm] ACCESS AISLES AND BE DESIGNATED FOR VANS ONLY.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

PARKING STALL LAYOUT

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text

REGULAR SPACES

AutoCAD SHX Text

ACCESSIBLE SPACES

AutoCAD SHX Text

18' MIN.-20' MAX.

AutoCAD SHX Text [5486mm MIN.-6096mm MAX.]

AutoCAD SHX Text 1'

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

COMBINATION CURB &

AutoCAD SHX Text

GUTTER/WHEEL STOP PER DETAIL 02577-2

AutoCAD SHX Text

ACCESSIBILITY SYMBOL

AutoCAD SHX Text 4" [102mm] PAINTED PARKING STALL LINES

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

3. ATTACH FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH.

AutoCAD SHX Text

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

AutoCAD SHX Text

3' MAX

AutoCAD SHX Text

(SEE NOTE 1)

AutoCAD SHX Text

18" MIN

AutoCAD SHX Text

(SEE NOTE 2)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text %%uSECTION B-B%%U

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

SECTION B-B (ALTERNATE)

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH

AutoCAD SHX Text NOTES: 1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF 8 INCHES. IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAX. 2. ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX HEIGHT OF 36 INCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED.

AutoCAD SHX Text %%uFILTER FABRIC FENCE DETAILS%%U

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

(36" MIN)

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text %%uPLAN%%U

AutoCAD SHX Text %%uSECTION A-A%%U

AutoCAD SHX Text

INLET PROTECTION BARRIER WITH REINFORCED FILTER FABRIC

AutoCAD SHX Text

INLET PROTECTION BARRIER WITH FILTER ROLLS

AutoCAD SHX Text NOTES: 1. FIBER ROLLS WILL BE UTILIZED ONLY WHEN SITE CONDITIONS DO NOT PERMIT THE USE OF FILTER FABRIC BARRIER, AND AS APPROVED BY THE ENGINEER.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text L

AutoCAD SHX Text 1/3 L

AutoCAD SHX Text %%uPLAN%%U

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text %%uINLET PROTECTION BARRIER%%U

AutoCAD SHX Text

EXTENSION OF FABRIC INTO TRENCH

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text

WELDED WIRE

AutoCAD SHX Text

POST

AutoCAD SHX Text

WOOD OR METAL POST

AutoCAD SHX Text

WOOD OR METAL BEAM

AutoCAD SHX Text

FILTER FABRIC BARRIER

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

WOOD OR METAL BEAM

AutoCAD SHX Text

WOOD OR METAL POST

AutoCAD SHX Text FIBER ROLL STAKED OR WEIGHED DOWN w/ GRAVEL BAGS

AutoCAD SHX Text

COMPACTED SOIL TO PREVENT PIPING

AutoCAD SHX Text

STAKED FIBER ROLL

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO SECURE FILTER FABRIC TO GRATE. 2. INLET PROTECTION BARRIERS SHOULD BE PERODICALLY INSPECTED TO ENSURE POSITIVE DRAINAGE, AND SHOULD BE CLEANED/REPLACED AS NECESSARY.

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text %%uINLET PROTECTION BARRIER%%U

AutoCAD SHX Text

CONC PVMT

AutoCAD SHX Text

INLET GRATE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

INLET FRAME

AutoCAD SHX Text

INLET WALL

AutoCAD SHX Text

SIDEWALK WIDTH (FT)

AutoCAD SHX Text

4 " CONCRETE SIDEWALK DETAIL12" CONCRETE SIDEWALK DETAIL

AutoCAD SHX Text

4.5 4.5 4.5

AutoCAD SHX Text 4'-0" 5'-0" 6'-0"

AutoCAD SHX Text 21 27 22

AutoCAD SHX Text 3 3 4

AutoCAD SHX Text 3 3 3

AutoCAD SHX Text 18 18 18

AutoCAD SHX Text

SIDEWALK THICKNESS (IN)

AutoCAD SHX Text

NUMBER OF BARS

AutoCAD SHX Text

LONGITUDINAL STEEL

AutoCAD SHX Text

#3 BARS

AutoCAD SHX Text

TRANSVERSE STEEL #3 BARS SPACING (IN)

AutoCAD SHX Text

SPACING (IN)

AutoCAD SHX Text

END BAR SPACING (IN)

AutoCAD SHX Text

ADJACENT TO CURB

AutoCAD SHX Text

THICKENED EDGE

AutoCAD SHX Text

ADJACENT TO PVMT

AutoCAD SHX Text

ADJACENT TO BLDG

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text

THICKENED EDGE WHERE SHOWN ON PLANS

AutoCAD SHX Text

PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

4 " THICK CONC12" THICK CONC

AutoCAD SHX Text

SIDEWALK WIDTH

AutoCAD SHX Text

SIDEWALK WIDTH

AutoCAD SHX Text

SIDEWALK WIDTH

AutoCAD SHX Text

SIDEWALK WIDTH

AutoCAD SHX Text

SIDEWALK WIDTH

AutoCAD SHX Text

SIDEWALK WIDTH

AutoCAD SHX Text

(SEE PLANS)

AutoCAD SHX Text

2" COMPACTED SAND BED

AutoCAD SHX Text

SEE PLANS FOR HEIGHT

AutoCAD SHX Text NOTES: 1. STEEL TO MEET ASTM STANDARD STEEL TO MEET ASTM STANDARD SPECIFICATIONS FOR CONCRETE REINFORCING BARS. 2. EXPANSION JOINT TO BE PLACED AT EXPANSION JOINT TO BE PLACED AT THE END OF EACH CURB RADIUS AND SPACED AT A MAXIMUM DISTANCE OF 36-FEET. MAXIMUM SPACING FOR CONTROL JOINT SHALL BE 5 FEET.

AutoCAD SHX Text

SMOOTH BAR

AutoCAD SHX Text

SIDEWALK JOINT DETAILS

AutoCAD SHX Text

T = THICKNESS R = RADIUS

AutoCAD SHX Text %%uPLAN - JOINT PLATE%%U

AutoCAD SHX Text %%uSECTION - JOINT PLATE%%U

AutoCAD SHX Text 14"

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

DOWEL TYPE EXPANSION JOINT

AutoCAD SHX Text

CONNECTION S/W TO S/W

AutoCAD SHX Text

CONNECTION S/W TO DRIVEWAY

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

* #4 DEFORMED BAR EMBEDDED #4 DEFORMED BAR EMBEDDED IN EXIST CONC WITH EPOXY. IN EXIST CONC WITH EPOXY. ** SAWCUT 2-INCH MINIMUM. SAWCUT 2-INCH MINIMUM. MATCH D/W THICKNESS.MATCH D/W THICKNESS.

AutoCAD SHX Text T

AutoCAD SHX Text T/2

AutoCAD SHX Text T/2

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 38"

AutoCAD SHX Text 14"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

AutoCAD SHX Text 316"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

PROP

AutoCAD SHX Text

PROP

AutoCAD SHX Text 14"R

AutoCAD SHX Text

NAIL

AutoCAD SHX Text

34" BOARD EXPANSION JOINT…