03a - 762-24-101 FCA Drawings.pdf

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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

EXP. 10/11/2025

MEP/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

POOLE FIRE PROTECTION

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

MECH ENGR COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

/2

/2

:1

:2

P

M

COVER SHEET

JDM 01 OF 40AJS

BID DOCUMENTS

CORRECT FCA & PHYSICAL SECURITY

SYSTEMS

CORRECT FCA & PHYSICAL

SECURITY SYSTEMS

04/25/25

762-24-101

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

GI000

CMOP

SPUR #: 2091.06

VA PROJECT NUMBER: 762-24-101

BID DOCUMENTS

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

[02] CIVIL

03 CS100 OVERALL SITE PLAN

04 CS101 DETAILED SITE LAYOUT AND DEMOLITION PLAN

05 CS102 DETAILED FIRELINE LAYOUT PLAN

06 CS103 GRADING AND DRAINAGE PLAN

07 CS104 STORM WATER POLLUTION PREVENTION PLAN

08 CS200 DETAILS

[03] STRUCTURAL

09 S-000 GENERAL NOTES AND SPECIAL INSPECTIONS

10 SB101 LEVEL 1 ENLARGED PLAN

11 SB301 FOUNDATION SECTIONS AND DETAILS

[04] ARCHITECTURAL

12 AS100 OVERALL ARCHITECTURAL SITE PLAN

13 AD101 ARCHITECTURAL DEMOLITION SITE PLAN

14 AD121 DEMOLITION ROOF PLAN

15 AS101 ARCHITECTURAL SITE PLAN

16 AS102 ARCHITECTURAL ENLARGED SITE PLANS

17 AE121 ROOF PLAN

18 AE601 DOOR SCHEDULE & DETAILS

[05] FIRE PROTECTION

19 FA001 FIRE ALARM GENERAL NOTES, LEGEND, AND DIAGRAMS

[06] PLUMBING

20 P-000 PLUMBING LEGEND

21 PJ100 COMPRESSED AIR PLUMBING PLAN - LEVEL 1

22 P-601 PLUMBING DETAILS AND SCHEDULES

[07] MECHANICAL

23 M-000 LEGEND AND ABBREVIATIONS

24 MH100 MECHANICAL HVAC DUCT DESIGN

25 MP100 GENERATOR FUEL SYSTEM PLAN

26 M-501 MECHANICAL DETAILS AND SCHEDULES

27 M-701 MECHANICAL CONTROLS

[08] ELECTRICAL

28 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

29 ED101 ELECTRICAL POWER DEMOLITION PLAN

30 EP101 ELECTRICAL POWER PLAN - ESSENTIAL ELECTRICAL GEAR

31 EP102 ELECTRICAL POWER PLAN - TRASH COMPACTOR AREA

32 EP103 ELECTRICAL POWER PLAN - ROOF

33 E-500 ELECTRICAL ONE-LINE DIAGRAM

34 E-601 ELECTRICAL PANEL SCHEDULES & DETAILS

35 E-602 ELECTRICAL DETAILS

[09] TELECOM

36 TN001 TELECOMMUNICATIONS COVER SHEET

37 TD001 ELECTRONIC SAFETY & SECURITY DEMOLITION SITE PLAN

38 TS001 ELECTRONIC SAFETY & SECURITY SITE PLAN

39 TY501 ELECTRONIC SECURITY SYSTEM DETAILS

40 TY601 ELECTRONIC SECURITY SYSTEM RISERS

TOTAL SHEETS: 40

LOCATION

PLAN

AREA

PLAN

N N

PROJECT LOCATION

1. CONSTRUCT ENTIRE SCOPE OF ESSENTIAL ELECTRICAL SYSTEM (EES) INCLUDING BUT NOT LIMITED

TO EMERGENCY GENERATORS, NEW FUEL TANK, LOADING DOCK EXTENSION, ALL RELATED

ELECTRICAL COMPONENTS, AND ALL SITE WORK RELATED TO THIS SCOPE.

2. CONSTRUCT ENTIRE SCOPE OF HVAC SYSTEM.

3. CONSTRUCT ALL SCOPE NOT LISTED ABOVE THAT IS NOT PART OF THE BID ALTERNATES.

BASE BID AND BID ALTERNATES:

BASE BID BID ALTERNATE 1

1. BACKFLOW PREVENTER

A. ADD THIS SCOPE IN ITS ENTIRETY.

BID ALTERNATE 2

1. ROOF REPLACEMENT

A. ADD THIS SCOPE IN ITS ENTIRETY.

BID ALTERNATE 3

1. AIR COMPRESSORS AND DRYERS

A. ADD THIS SCOPE IN ITS ENTIRETY.

• BEGIN CONSTRUCTION OF LOADING DOCK EXTENSION INCLUDING ANY NECESSARY DEMOLITION

WORK.

PHASING DESCRIPTION:

PHASE 1:

• RELOCATE TRASH COMPACTORS

• CONSTRUCT NEW METAL RAMP AND PLATFORM

• ENSURE TRASH COMPACTORS ARE FULLY FUNCTIONING AND ACCESSIBLE AS SOON AS POSSIBLE

PHASE 2:

• BEGIN CONSTRUCTION OF GENERATOR AREA SCOPE INCLUDING NECESSARY DEMOLITION WORK

AND ALL RELATED MEP COMPONENTS.

• BEGIN CONSTRUCTION OF HVAC SYSTEM.

• BEGIN CONSTRUCTION OF BACKFLOW PREVENTER (IF BID ALTERNATE 1 IS EXECUTED).

• BEGIN DEMOLITION AND CONSTRUCTION OF NEW ROOFING (IF BID ALTERNATE 2 IS EXECUTED).

• INSTALL AIR COMPRESSORS & DRYERS (IF BID ALTERNATE 3 IS EXECUTED).

PHASE 3:

GENERAL PHASING NOTES

1. CONTRACTOR TO SUBMIT COORDINATION DRAWINGS BEFORE CONSTRUCTION CAN START

INCLUDING PLANS AND SCHEDULE FOR CRANE USE.

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 WITH VAMC COR FOR AFTER-HOURS AND WEEKEND WORK.

CONTRACTOR TO CLEAN AND RESTORE ALL AREAS THAT ARE STILL OCCUPIED DURING REGULAR

WORK HOURS THAT HAVE BEEN AFFECTED BY AFTER-HOURS AND WEEKEND WORK. REMOVE ALL

MATERIALS AND TOOLS PRIOR TO NEXT WORKING DAY.

4. CONTRACTOR TO PROTECT EXISTING FINISHES AND FURNISHINGS.

5. MINIMIZE NOISE AND DUST LEVELS AND TEMPORARILY SUSPEND CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO DEMOLITION ACTIVITIES AS REQUESTED BY THE VA AS NEEDED TO

ACCOMMODATE ACTIVITIES PROCEEDING IN ADJACENT AREAS.

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

• 2020 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. 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"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

ASHRAE 90.1-2022 (I-P)

BUILDING LOCATION: TUCSON, AZ

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 2B

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 (5.5-2)

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2 (A,B)

ROOFS REQUIRED DESIGNED

INSULATION: R-25 c.i. R-25 c.i.

METAL BUILDINGS: R-10 + R-19 FC EXISTING

ATTIC AND OTHER: R-38 EXISTING

WALLS, ABOVE GRADE

MASS: R-5.7 c.i. EXISTING METAL BUILDING: R-0 + R-9.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-3.8 c.i. EXISTING

WOOD-FRAMED AND OTHER: R-13 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: NR EXISTING

FLOORS

MASS: R-6.3 c.i. EXISTING

STEEL JOIST: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 EXISTING

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: NR EXISTING

HEATED SLABS: R-10 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

FENESTRATION (TABLE 5.5-2):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.45 EXISTING

OPERABLE: U-0.60 EXISTING

ENTRANCE DOOR: U-0.77 EXISTING

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

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

EXP. 10/11/2025

MEP/TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

POOLE FIRE PROTECTION

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

MECH ENGR COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

/2

/2

:1

:1

P

M

GENERAL INFORMATION

JDM 02 OF 40AJS

BID DOCUMENTS

CORRECT FCA & PHYSICAL

SECURITY SYSTEMS

04/25/25

762-24-101

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

GI001

CMOP

SPUR #: 2091.06NUMBER REVISION DESCRIPTION DATE

T T T T T T T T T T T T T T T T T T T T T T T T

T

GTE

W

W

SSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-14.15N_-13.90E_-14.05S_-13.90W INV

W

SSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-10.10N_ -9.90E_ -10.0S INV

W

CB

CB

CB

PBE

CBCBCBCBCBCB

MISCW

W

CO

SS

SASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-9.50N_ -9.45S_ -9.55W INVSSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-10.70N_ -10.80E_ -10.90W INV

CO

CO

SS

SASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

E & W 1.0PIPE_-10.95 CLEANOUT LID

GTE

GTEGTE

GTE

T

CO

MISCMISC

MISCMISCMISC

MISC

COCO

AC

AC

IR

IR

MISCMISC

MISCMISC

IRIR

MISC

MISCMISC

MISCMISC

ACMISC

IR

IR

MB

IR

ETEL

IR

T

MISC

MISC

MISCMISC

MISCMISC

MISC

MISCMISC

AC

CB

IR

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S S

SS

S

S S

S

SS

SS

S

S S

S

SS

S S

SS

SSSSSS

SS

SS

DOOR FINISH FLOOR EL=2627.23

FOUND 1/2" REBAR NO TAG

FOUND 1/2" REBAR NO TAG

FOUND PK NAIL WITH ILLEGIBLE TAG

FOUND CHISLED X ON TOP OF CURB

6.28' NORTH CONSISTENT WITH

BK.58,PG.64,PCR

FOUND 1/2" REBAR NO TAG

FOUND 1/2" REBAR WITH ILLEGIBLE TAG

FOUND 1/2" REBAR NO TAG 0.17' WEST

0.30' NORTH CONSISTENT WITH

BK.58,PG.64,PCR

APN 140-29-204

UNITED STATES OF AMERICA

SEQUENCE NO. 20211021092, PCR

LOT 11 & LOT 12 EXCEPT THE WEST 101.58'

BK.52,PG.56,PCR

APN 140-29-205B

UNITED STATES OF AMERICA

SEQUENCE NO. 20211021092, PCR

LOT 11 & LOT 12 EXCEPT THE WEST 101.58'

BK.52,PG.56,PCR

28.00' R /W

BK.52,

PG

.56,PC

R

28.00' R/W

BK.52,

PG.56,PCR

28.00' R/W

BK.52,

PG.56,PCR

10.00' PU

E

10.00' PUE

N

°5 0'

"W

.5

BA

SI

S O

F

BE

AR

IN

G

FR

O

M M

O N

U M

EN

TS

F O

U N

D A

T H

EM

IS

PH

ER

E

LO

O P

TO

D

ES

ER

T W

AL

K

LA

N

E

SET PK NAIL

EL=2626.73'

SET PK NAIL

EL=2623.84'

SET PK NAIL

EL=2623.93'

SET PK NAIL

EL=2626.49'

S89°08'53"W 413.92'

N00°50'54"W 437.26'

N89°08'53"E 454.01'

N00°50'08"W 397.28'

L=62.81' R=40.00'

DELTA=089°59'01"

CB=N44°09'22"E

235.48'(C)178.49'(C)

178.49'(C) 275.58'(C)

453.97'

(BK.58,

PG.64,PCR)

414.00'

(BK.58,

PG.64,PCR)

437.26'

(BK.58,

PG.64,PCR)

397.26'

(BK.58,

PG.64,PCR)

L=62.83'

DELTA=90°00'00"

(BK.58,

PG.64,PCR)

7' HIGH WROUGHT IRON FENCE

EXISTING

STAIRS

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING OVERHAND - CANOPY

TRASH

EXISTING ASPHALTIC / CONCRETE

EXISTING ASPHALTIC /

CONCRETE

EXISTING ASPHALTIC / CONCRETE

EXISTING ASPHALTIC / CONCRETE

EX

IS

TI

N

G A

SP

H

AL

TI

C

C O

N C

R

ET

E

EXISTING

A/C & AIR HANDLER EQUIPMENT

EXIS

TIN

G LO

ADIN

G D

OCK

EXIS

TIN

G LO

ADIN

G D

OCK

69.08'

89.80'

EXISTING

2 STORY BUILDING

TOTAL BOUNDARY AREA = 198,198.96 SQ. FT. (4.550 ACRES)

7' HIGH WROUGHT IRON FENCE

7' HIGH WROUGHT IRON FENCE

W L

WL WL

WL

WL

WL

W L

W L

W L

W

W L

W L

W L

W L

W L

T T

T T

TT

T

T T

T T

T T

T T

IRR IRR IRR IRR IRR

EXISTING LOADING DOCK FINISH

FLOOR EL=2627.25

U G

E U

G E

U G

E U

G E

UGE

U G

E

U E

U E

TO UTILITY

(ETR)

WB-40 - Intermediate Semi-Trailer

WB-40 - Int ermediate S emi-Trailer

ALAN LANE

LACKEY

71821

EXPIRES ON 9/30/2026

RE/GS OFFE

CORRECT FCA & PHYSICAL

SECURITY SYSTEMS

04/25/2025

762-24-101

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

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 COA NO. 20013-0

MECH ENGR COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

FOR OFFICIAL USE ONLY (FOUO)

BID DOCUMENTS

04-2 5-25

NGS PID CZ2397 - DESIGNATION "WR-53"

THE STATION IS A STANDARD USGS GAGING STATION DISK

STAMPED WR-53 1987, SET INTO THE TOP OF AN IRREGULAR

MASS OF CONCRETE RECESSED 2 CM BELOW GROUND.

(NAVD88) ELEVATION = 2601.94

PROPERTY LINE

NEW FIRE LINE

LEGEND:

BENCHMARK:

0 20' 40'

SCALE: 1" = 20'

WL

RELCOATED TRASH COMPACTOR LOCATIONS

NOTES:

OVERALL SITE PLAN

NEW 5,000 GALLON

UNDERGROUND DIESEL FUEL TANK

(RE: MEP)

NEW CONCRETE PAD

SEE SHEET SB301 DETAIL 6

(RE: MEP)

NEW GENERATOR

(RE: MEP)

NEW POWER DOCKING STATION

(RE:MEP)

NEW CONCRETE PAD

SEE SHEET SB301 DETAIL 6

(RE: MEP)

NEW CONC ENCASED CONDUIT

(RE: ELEC)

NEW CONCRETE ENCASED

UNDERGROUND CONDUITUGE

NEW CONCRETE PAVEMENT

NEW UNDERGROUND FUEL TANK

CS100

SEE CS101

FOR DETAILED SITE LAYOUT PLAN

SEE CS102

FOR DETAILED SITE LAYOUT PLAN

NEW 8" BACKFLOW PREVENTER VAULT

NEW 8" RELOCATED FIRELINE

NEW CONCRETE RAMP & DOCK AREA

SEE SHEET SB301 DETAIL 8

NEW ELEVATED

METAL WALKWAY

(RE: ARCH)

NEW CONC SIDEWALK

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF ARIZONA LAWS

CONCERNING EXCAVATION.

NEW TRUCK TURNING MOVEMENT

NEW TRUCK TURNING MOVEMENT

NOTE: LOADING DOCKS AND COMPACTORS MUST

BE ACCESSIBLE THROUGHOUT THE DURATION OF

THE PROJECT.

NEW FS30 BOLLARDS (14 TOTAL)

REUSE M30 BOLLARDS (10 TOTAL)

NEW STRUCTURAL PAD

NEW CONCRETE SIDEWALK

MISC

MISC

MISCMISC

MISCMISC

MISC

MISCMISC

SET PK NAIL

EL=2623.93'

EXISTING

STAIRS

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING OVERHAND - CANOPY

EXISTING ASPHALTIC /

CONCRETE

EXIS

TIN

G LO

ADIN

G D

OCK

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING LOADING DOCK FINISH

FLOOR EL=2627.25

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

U G

E U

G E

U G

E

U E

U E

9.

0'

0.

5'

1.

7'

8.1'

12.3'

SCORE NEW RAMP

PER EXIST RAMP

NEW CONC SWALE

NEW 90° FITTING ON EXIST

DOWNSPOUT TO ROUTE

DRAINAGE TO THE EAST

0.

5'

13.3'

8.8

0.7'

2.

3'

5.

9'

1.

0'

T

T

MISC

MISC

MISCMISC

MISCMISC

MISC

MISCMISC

EXISTING

RAMP

EXISTING

STAIRS

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING OVERHAND - CANOPY

EXISTING ASPHALTIC /

CONCRETE

EXIS

TIN

G LO

ADIN

G D

OCK

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING LOADING DOCK FINISH

FLOOR EL=2627.25

ALAN LANE

LACKEY

71821

EXPIRES ON 9/30/2026

RE/GS OFFE

CORRECT FCA & PHYSICAL

SECURITY SYSTEMS

04/25/2025

762-24-101

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

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 COA NO. 20013-0

MECH ENGR COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

FOR OFFICIAL USE ONLY (FOUO)

BID DOCUMENTS

04-2 5-25

0 10' 20'

SCALE: 1" = 10'

RELOCATED TRASH COMPACTOR LOCATIONS

NGS PID CZ2397 - DESIGNATION "WR-53"

THE STATION IS A STANDARD USGS GAGING STATION DISK

STAMPED WR-53 1987, SET INTO THE TOP OF AN IRREGULAR

MASS OF CONCRETE RECESSED 2 CM BELOW GROUND.

(NAVD88) ELEVATION = 2601.94

BENCHMARK:

DETAILED SITE LAYOUT AND

DEMOLITION PLAN

NEW CONCRETE PAVEMENT FOR

NEW UNDERGROUND FUEL TANK

NEW CONCRETE PAD

(RE: STRUC)

NEW

GENERATOR (RE:MEP)

REUSE M30 REMOVABLE

BOLLARDS (TYP, 4)

SEE DETAIL THIS SHEET

NEW POWER

DOCKING STATION (RE:MEP)

NEW CONCRETE

PAD

NEW CONC ENCASED CONDUIT

(RE: ELEC)

PROPERTY LINE

LEGEND:

NEW CONCRETE ENCASED

UNDERGROUND CONDUITUGE

NEW CONCRETE PAD

NEW UNDERGROUND FUEL TANK

FIXED BOLLARD DETAIL

(BASIS OF DESIGN: ASTM F2656 FS30)

4.0' (TYP.)

CS101

5.0' M

IN

TYP

NEW RAISED

CONCRETE DOCK

NEW CONCRETE RAMP

NEW ELEVATED METAL

WALKWAY, RE: ARCH

REMOVE EXISTING RAMP AND CURB

REMOVE EXISTING CURB

AND GRAVEL

REMOVE EXISTING PVC PIPE

0 5' 10'

SCALE: 1" = 5'

8.0'

13.6'

3.6'

.5

27.3'

14.4'

5.0'

4.

1'

9.

0'

17.2'

NEW CONC BOLLARDS

FOUNDATION

SEE DETAIL THIS SHEET

4.

0'

2.

0'

7.1'

2.8'

2.8' 2.8'

1. COORDINATE THIS PLAN WITH MEP AND STRUCTURAL

DRAWINGS.

2. SIDEWALK SLOPES SHALL NOT EXCEED 5% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

3. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

5. REUSE VA PROVIDED BOLLARDS FROM PROJECT 762-301

FOR THE 15 NEW FIXED BOLLARDS.

NOTES:

REUSE M30 FIXED BOLLARD (1)

SEE DETAIL THIS SHEET

SEE NOTE 5 THIS SHEET

NEW FS30 FIXED BOLLARDS (TYP, 9)

SEE DETAIL THIS SHEET

SEE THIS SHEET FOR

DIMENSIONED SITE LAYOUT PLAN

DIMENSIONED SITE LAYOUT

NEW 90° FITTING ON EXIST

DOWNSPOUT TO ROUTE

DRAINAGE TO THE EAST

DETAILED SITE LAYOUT

DEMOLITION PLAN

FEATURE TO BE REMOVED

REMOVE EXISTING UTILITY+ + + + + + + + +

REMOVE EXISTING FEATURER

REMOVE 1,470 SF

EXIST ASPHALT

R

R

R

R

9.

2'

.8'

50.8' 5.6'

2.

5'

66.7'

.0

5.5'

REUSE M30 FIXED BOLLARD (5)

SEE DETAIL THIS SHEET

SEE NOTE 5 THIS SHEET

4.

0'

NEW FS30 FIXED BOLLARDS (5)

SEE DETAIL THIS SHEET

NEW GRAVEL

(MATCH EXIST)

NEW CONCRETE

PAD

NEW MANHOLE

(RE: MEP)

NEW 6 LF CURB

REMOVE 6 LF

EXIST CURBR

REMOVE 101 SF

EXIST GRAVEL

R

REMOVABLE BOLLARD DETAIL

(BASIS OF DESIGN: HYSECURITY BDS-M30RB-SH-FD)

FIXED BOLLARD DETAIL

(BASIS OF DESIGN: HYSECURITY BDS-M30FB-LF-CC-FD)

SEE

PLAN

SEE

PLAN

SEE

PLAN

SEE

PLAN

SEE

PLAN

5 6

NEW STRUCTURAL PAD

NEW CONCRETE SIDEWALK

SAWCUT (FULL DEPTH)S

S

54" 54" 63"

10"

2"

FRONT VIEW

(ATTACK SIDE)

FOUNDATION

CONTINUES

2" MUD PAD

3"

3"

3"

"TOP MAT

1038 "

3 @ 312"

43 2 @ 6"16"

16" 4 @ 312"

3 @ 334"

BOTTOM MAT

70"

LONGITUDINAL BAR #5

(BOTTOM MAT)

16"

35 16

TRANSVERSE BAR #5

(BOTTOM MAT)

66"

TRANSVERSE BAR #5

(TOP MAT)

918"51 2"

CLOSED TIE TYPE 1

#5 REBAR

834"

8"

CLOSED TIE TYPE 2

#5 REBAR

NOTES:

1. REFER TO CONCRETE/STEEL SPECIFICATIONS ON

2. SEE NOTES ON PAGE 2 FOR REBAR SIZES

BDS-M30RB-SH-FD

NO MANUAL REVISIONS/CHANGES ALLOWED SHEET 1 OF 3

UNLESS OTHERWISE SPECIFIED:

WEIGHT:

REV.ITEM NO:

DESCRIPTION:

NAME DATE

MFG APPR.

ENG APPR.

CHECKED BY

DRAWN BY

MILL

FINISH

MATERIAL

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL: -0" / +1/16"

ANGULAR: MACH1.0 BEND2.5

BREAK ALL SHARP EDGES

S.J. 12/5/2019

986 ROSEDALE DR.

HIRAM, GA 30141

(678) 915-2080

J.HU.

J.HU.A 12/5/2019 A

B B

C C

D D

BARRIER1 SYSTEMS, LLC

8015 THORNDIKE ROAD

GREENSBORO, NC 27409

(336) 617-8478 www.barrier1.com sales@barrier1.com

PROPRIETARY INFORMATION OF HY-SECURITY GATE, INC.

This document, and the information contained herein, are the confidential, proprietary and trade secret information of Hy-Security Gate, Inc. ("Hy-Security"). Any party receiving, accepting or retaining this document thereby agrees to use the document, and any information contained therein, solely as may be required to manufacture products or components for Hy-Security and will not provide this document or any information therein to any other party, or use if for any other purposed, without the express, prior, written consent of Hy-Security.

Nice/HySecurity 6705 S 209th St, Ste 101, Kent, WA 98032-2327

54" 54" 58"

9"

4" (MAX)

T/PAVING 3912"

58"

FRONT VIEW

(ATTACK SIDE)

3" CONCRETE MUD PAD

72"

18"

BOTTOM MAT

#5 X 3'-0" LG LONGITUDINAL

BAR BETWEEN ASSEMBLIES

#5 X 3'-0" LG BAR

BETWEEN ASSEMBLIES.

& #5 X 3'-0" LG BAR

THROUGH ASSEMBLY

#8 X 3'-0" LG BAR

BETWEEN ASSEMBLIES.

& #8 X 3'-0" LG BAR

#5 LONGITUDINAL THROUGH ASSEMBLY

(CONTINUOUS)

18"

12014"

224"

9" 6 @ 6" 9" 54" 4"

4"

D

#5 LONGITUDINAL

(CONTINUOUS)

#8 LONGITUDINAL

(CONTINUOUS)

8" 4"

8" 3 @ 4"

DETAIL D

#5 CLOSED TIE

(REAR)

#5 CLOSED TIE

(FRONT)

NOTES:

1. REFER TO CONCRETE/STEEL SPECIFICATIONS ON PAGE 3

2. SEE NOTES ON PAGE 2 FOR REBAR SIZES

TOP MAT

ATTACK

BDS-M30FB-LF-CC-FD

NO MANUAL REVISIONS/CHANGES ALLOWED

ASTM M30 CRASH RATED LIMITED

FOUNDATION BOLLARD

SHEET 1 OF 3

UNLESS OTHERWISE SPECIFIED:

WEIGHT:

REV.ITEM NO:

DESCRIPTION:

NAME DATE

MFG APPR.

ENG APPR.

CHECKED BY

DRAWN BY

N/A

FINISH

MATERIAL

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL: -0" / +1/16"

ANGULAR: MACH1.0 BEND2.5

BREAK ALL SHARP EDGES

PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF SHAW

STAINLESS LLC.

ANY REPRODUCTION IN PART OR AS A

WHOLE WITHOUT THE WRITTEN PERMISSION

OF SHAW STAINLESS LLC IS PROHIBITED.

J.H. 6/23/2023

986 ROSEDALE DR.

HIRAM, GA 30141

(678) 915-2080 A R.H. 6/27/2023 A

B B

C C

D D

DR.

30141

BARRIER1 SYSTEMS, LLC

8015 THORNDIKE ROAD

GREENSBORO, NC 27409

(336) 617-8478 www.barrier1.com sales@barrier1.com

PROPRIETARY INFORMATION OF HY-SECURITY GATE, INC.

This document, and the information contained herein, are the confidential, proprietary and trade secret information of Hy-Security Gate, Inc. ("Hy-Security"). Any party receiving, accepting or retaining this document thereby agrees to use the document, and any information contained therein, solely as may be required to manufacture products or components for Hy-Security and will not provide this document or any information therein to any other party, or use if for any other purposed, without the express, prior, written consent of Hy-Security.

Nice/HySecurity 6705 S 209th St, Ste 101, Kent, WA 98032-2327

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

NOTE: BOLLARDS TO BE ASTM F2656 FS30 ANTI-RAM RATING

AutoCAD SHX Text

COLOR SHALL BE PAINTED SAFETY YELLOW

AutoCAD SHX Text

CONCRETE FOOTING

T T T T T T T T T T T T T T T T T T T T T T T

T

T T

T

W W

E

W

W

CBCBCB

MISCW

W

CO

SSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-10.70N_ -10.80E_ -10.90W INV

CO

CO

CO

MISCMISC

MISC MISC

IRIR

MISC

MISCMISC

MISC MISC

ETEL

IR

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

SS

S

S

SS

SS

SS

S S

S S

SS

SS

S S

S S

SS

SS

S S

S S

SS

S

S S

S

SS

S S

S S

SS

SS

FOUND 1/2" REBAR NO TAG

10.00' PU

E

N00°50'54"W 437.26'

178.49'(C)

PG.64,PCR)

EXISTING ASPHALTIC / CONCRETE

EX

IS

TI

N

G A

SP

H

AL

TI

C

C O

N C

R

ET

E

69.08'

89.80'

EXISTING

2 STORY BUILDING

FOUND CHISLED X

W L

W L

W L

WL WL WL WL WL

W L

WL

WL

WL

WL

WL

WL

WL

W L

W L

W L

W L

W L

W L

W W

W L

W L

W L

W L

W L

W L

W L

W L

W L

W L

T T

T T

T T

T T

TTTT

T

T

T T

T T

T T

T T

T T

T T

T T

T T

T T

T T

IR

R

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

W L

IR

R

IRR

EXISTING 3" DOUBLE CHECK BACKFLOW PREVENTION DEVICE

EXISTING 3" WATER METER WITH VALVE, BOX & COVER

EXISTING 3" SCHEDULE 40

PVC DOMESTIC WATER SERVICE

EXISTING 8" D.I. CLASS 50 WRAPPED

IN HIGH DENSITY POLYETHYLENE

EXISTING 3" SCHEDULE 40

PVC DOMESTIC WATER SERVICE

STA:1+00.00 WLN-A

INSTALL:

1 - 45° BEND

STA:1+04.57 WLN-A

INSTALL:

1 - 45° BEND

STA:1+23.20 WLN-A

INSTALL:

1 - 45° BEND

STA:1+24.87 WLN-A

INSTALL:

1 - 45° BEND

STA:1+09.57 WLN-A

INSTALL:

1 - NEW 8" DOUBLE CHECK

VALVE DETECTOR

BACKFLOW PREVENTOR

VAULT ASSEMBLY

STA:1+27.21 WLN-A

CONN TO EXIST FIRELINE

OUTSIDE OF BLDG

INSTALL ±22 LF OF 8" D.I. FIRELINE

EXISTING TELECOMM

SERVICE LINE

(CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH)

3.5'

6.2'

9.

9'

10.4'

REMOVE AND REPLACE

CONC SIDEWALK

NEW 35 LF

IRRIGATION LINE

1 - 90° BEND

1 - 90° BEND

1 - 90° BEND

REMOVE 26 LF

EXISTING

IRRIGATION LINE +

CONN TO EXIST

IRRIGATION LINE

ALAN LANE

LACKEY

71821

EXPIRES ON 9/30/2026

RE/GS OFFE

CORRECT FCA & PHYSICAL

SECURITY SYSTEMS

04/25/2025

762-24-101

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

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 COA NO. 20013-0

MECH ENGR COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

FOR OFFICIAL USE ONLY (FOUO)

BID DOCUMENTS

04-2 5-25

0 10' 20'

SCALE: 1" = 10'

NGS PID CZ2397 - DESIGNATION "WR-53"

THE STATION IS A STANDARD USGS GAGING STATION DISK

STAMPED WR-53 1987, SET INTO THE TOP OF AN IRREGULAR

MASS OF CONCRETE RECESSED 2 CM BELOW GROUND.

(NAVD88) ELEVATION = 2601.94

PROPERTY LINE

NEW FIRE LINE

LEGEND:

BENCHMARK:

WL

1. PROPOSED FIRE LINE SHALL BE DUCTILE IRON CLASS 50

WRAPPED IN HIGH DENSITY POLYETHYLENE.

2. PROPOSED WATER LINE MINIMUM COVER 42-INCHES.

3. MAINTAIN 2-FEET VERTICAL AND 9-FEET HORIZONTAL

BETWEEN WATER AND NON-PRESSURE RATED SANITARY

SEWER. MAINTAIN MINIMUM 9-FEET HORIZONTAL BETWEEN

WATER LINE AND OUTSIDE WALL OF SANITARY SEWER

MANHOLE.

4. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

5. CONTRACTOR SHALL INSTALL CONTINUOUS

UNDERGROUND WARNING TAPE 12" DIRECTLY OVER

WATER LINE. WARNING TAPE SHALL BE STANDARD, 4 MIN

POLYETHYLENE, 3-INCH WIDE TAPE, DETECTABLE TYPE,

BLUE WITH BLACK LETTERS AND IMPRINTED WITH "CAUTION

BURIED WATER LINE BELOW".

6. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

7. SIDEWALK SLOPES SHALL NOT EXCEED 5% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

8. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

9. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

NOTES:

DOUBLE CHECK VALVE DETECTOR

BACKFLOW PREVENTOR DETAIL

DETAILED FIRELINE

LAYOUT PLAN

CS102

REMOVE EXISTING FIRELINE

+ + + + + + + + REMOVE EXISTING FEATURE

3'X3'X1'-DEEP

WASHED GRAVEL BED

MISC

MISC

MISC MISC

MISCMISC

MISC

MISC

MISC

EXISTING

STAIRS

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING OVERHAND - CANOPY

EXISTING ASPHALTIC /

CONCRETE

EXIS

TIN

G LO

ADIN

G D

OCK

EXIS

TIN

G LO

ADIN

G D

OCK

EXISTING LOADING DOCK FINISH

FLOOR EL=2627.25

14.9%

1.

4%

TD:TW:ME:2626.97

TD:ME:2626.85

TD:TW:ME:2627.00

TD:2626.85

TD:TW:TR:2626.85

TD:TW:TR:2626.85

BW:2625.45BW:TP:2625.45 TP:2625.16

TP(EXIST):2624.96

BW:TW:ME:2624.86

TP:2625.16

BW:TW:TP:ME:2624.71

BW:TP:ME:2624.40

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

U G

E U

G E

U G

E U

G E

U G

E U

G E

U E

1.2%

TR:ME:2624.83

BW:TP:ME:2624.40

BW:TP:ME:2624.40

TP:2625.02

TP:ME:2624.88

TP:ME:2624.76

TP:ME:2625.29

TP:ME:2625.42

TP:ME:2623.66

TP:ME:2623.55

TP:ME:2623.74

TP:ME:2623.82

TP:ME:2626.87

PAD:2626.24

TP:2625.74

PAD:2626.24

TP:2623.92

PAD:2626.24

TP:2624.47

PAD:2626.24

TP:2624.65

TP:2624.83

TP:2625.09

TP:2624.50

TP:2624.77

PAD:2625.68

TP:2625.12

PAD:2625.68

TP:2625.18

PAD:2625.68

TP:2624.73

PAD:2625.68

TP:2624.73

FG:ME:2625.65

FG:ME:2625.58

FG:ME:2626.50FG:ME:2626.14

NEW 23 LF CONC

SWALE @ 0.35% SLOPE

RAMP - S TO N

-0+10 0+00 0+25

FF = 2627.25

EXIST BLDG

NEW TOP

OF WALL

NEW RAMP

EXIST GROUND

NEW

CONC

SWALE

NEW 6"

CURB

(TYP)

RAMP - W TO E

-0+10 0+00

.9

.9

.7

.6

0+50

EXIST GROUND

NEW DOCK

NEW RAMP

ALAN LANE

LACKEY

71821

EXPIRES ON 9/30/2026

RE/GS OFFE

CORRECT FCA & PHYSICAL

SECURITY SYSTEMS

04/25/2025

762-24-101

TUCSON VA CMOP

3675 E. BRITANNIA DRIVE

TUCSON, AZ 85706

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 COA NO. 20013-0

MECH ENGR COA NO. 20013-0

ELEC ENGR COA NO. 20013-0

FOR OFFICIAL USE ONLY (FOUO)

BID DOCUMENTS

04-2 5-25

0 5' 10'

SCALE: 1" = 5'

NGS PID CZ2397 - DESIGNATION "WR-53"

THE STATION IS A STANDARD USGS GAGING STATION DISK

STAMPED WR-53 1987, SET INTO THE TOP OF AN IRREGULAR

MASS OF CONCRETE RECESSED 2 CM BELOW GROUND.

(NAVD88) ELEVATION = 2601.94

BENCHMARK:

GRADING AND DRAINAGE

PLAN

PROPERTY LINE

LEGEND:

CS103

TOP OF PAVEMENT

TOP OF DECK

TP

TD

1. HYDRO-MULCH ALL DISTURBED AREAS.

2. PROVIDE 2% MAX SLOPE AT EACH ADA ACCESSIBLE

PARKING SPACE.

3. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5% GRADE

AND SHALL HAVE 5' LEVEL LANDINGS AT TOP AND BOTTOM

OF RAMP. RAMPS THAT HAVE CHANGE IN HEIGHT GREATER

THAN 6" SHALL HAVE HANDRAILS IN ACCORDANCE WITH

ADA ACCESSIBILITY STANDARDS. SIDEWALK SLOPES

SHALL NOT EXCEED 5% AND CROSS-SLOPE SHALL NOT

EXCEED 2%.

5. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

7. CONTRACTOR TO FIELD VERIFY METAL DECK LOCATION

AND ELEVATION. COORDINATE WITH CIVIL AND METAL

DECK MANUFACTURER PRIOR TO CONSTRUCTION. REPORT

ANY DISCREPANCIES IMMEDIATELY.

MATCH EXISTINGME

TOP OF WALLTW

BOTTOM OF WALLBW

NOTES:

PROPOSED MINOR CONTOUR (0.2')

PROPOSED MAJOR CONTOUR (1')75

EXISTING MINOR CONTOUR (1')

EXISTING MAJOR CONTOUR (5')75

FLOW ARROW

TOP OF RAMPTR

SECTION A

HORIZ SCALE: 1"=20'

VERT SCALE: 1"=2'

SECTION B

HORIZ SCALE: 1"=20'

VERT SCALE: 1"=2'

PAVEMENT LOW POINT

SEE NOTE 7

FINISHED GRADEFG

AutoCAD SHX Text A

AutoCAD SHX Text

CS103

AutoCAD SHX Text B

CS103

T T T T T T T T T T T T T T T T T T T T T T T T

GTE

W

W

SSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-14.15N_-13.90E_-14.05S_-13.90W INV

W

SSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-10.10N_ -9.90E_ -10.0S INV

W

CB

CB

CB

PBE

CBCBCBCBCBCB

MISCW

W

CO

SS

SASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-9.50N_ -9.45S_ -9.55W INVSSSASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

-10.70N_ -10.80E_ -10.90W INV

CO

CO

SS

SASMH:#_SASMH

SASMH:INV_FT_SASMH

SASMH:PIPE_IN_SASMH

SASMH:INV1_FT_SASMH

SASMH:PIPE1_IN_SASMH

SASMH:INV2_FT_SASMH

SASMH:PIPE2_IN_SASMH

SASMH:INV3_FT_SASMH

SASMH:PIPE3_IN_SASMH

SASMH:INV4_FT_SASMH

SASMH:PIPE4_IN_SASMH

SASMH:NOTE_SASMH

E & W 1.0PIPE_-10.95 CLEANOUT LID

GTE

GTEGTE

GTE

T

CO

MISCMISC

MISCMISCMISC

MISC

COCO

AC

AC

IR

IR

MISCMISC

MISCMISC

IRIR

MISC

MISCMISC

MISCMISC

ACMISC

IR

IR

MB

IR

ETEL

IR

T

MISC

MISC

MISCMISC

MISCMISC

MISC

MISCMISC

AC

CB

IR

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S S

SS

S

S S

S

SS

SS

S

S S

S

SS

S S

SS

SSSSSS

SS

SS

DOOR FINISH FLOOR EL=2627.23

FOUND 1/2" REBAR NO TAG

FOUND 1/2" REBAR NO TAG

FOUND PK NAIL WITH ILLEGIBLE TAG

FOUND CHISLED X ON TOP OF CURB

6.28' NORTH CONSISTENT WITH

BK.58,PG.64,PCR

FOUND 1/2" REBAR NO TAG

FOUND 1/2" REBAR WITH ILLEGIBLE TAG

FOUND 1/2" REBAR NO TAG 0.17' WEST

0.30' NORTH CONSISTENT WITH

BK.58,PG.64,PCR

APN 140-29-204

UNITED STATES OF AMERICA

SEQUENCE NO. 20211021092, PCR

LOT 11 & LOT 12 EXCEPT THE WEST 101.58'

BK.52,PG.56,PCR

APN 140-29-205B

UNITED STATES OF AMERICA

SEQUENCE NO. 20211021092, PCR

LOT 11 & LOT 12 EXCEPT THE WEST 101.58'

BK.52,PG.56,PCR

28.00' R /W

BK.52,

PG

.56,PC

R

28.00' R/W

BK.52,

PG.56,PCR

28.00' R/W

BK.52,

PG.56,PCR

10.00' PU

E

10.00' PUE

N

°5 0'

"W

.5

BA

SI

S O

F

BE

AR

IN

G

FR

O

M M

O N

U M

EN

TS

F O

U N

D A

T H

EM

IS

PH

ER

E

LO

O P

TO

D

ES

ER

T W

AL

K

LA

N

E

SET PK NAIL

EL=2626.73'

SET PK NAIL

EL=2623.84'

SET…