Attachment 4 - EHRM RTA Drawings_General and Civil.pdf

PDF 35 MB Posted Mar 11, 2025

Attached to: Y1BG--EHRM Construction Infrastructure Upgrades - 679-20-104 -Tuscaloosa VAMC
Solicitation number: 36C77625R0025
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Mar 11, 2025

This document is a comprehensive set of civil engineering design drawings for the Electronic Health Records Modernization (EHRM) Infrastructure Upgrades project at the Tuscaloosa VA Medical Center. The project involves demolishing the existing Greenhouse (Building 101), constructing a new Campus Data Center (Building 151), installing reinforced concrete duct banks, routing new fiber optic network infrastructure, and constructing associated communications rooms and equipment. The drawings include detailed civil site plans, utility plans, erosion control measures, and construction details covering approximately 1.33 acres of the VA campus.

Key technical elements include installing underground electrical ductbanks, a new 12" PVC water service line, a 4" gravity sanitary line, stormwater management infrastructure, and comprehensive site restoration requirements. The project requires precise utility coordination, with specific protocols for utility protection, interruption management, and campus traffic maintenance. Critical components include constructing a new physical security perimeter wall, reinstalling existing site features, and implementing extensive erosion and sediment control measures. The project is part of VA solicitation 36C77625R0025, managed by the Department of Veterans Affairs Technology Acquisition Center Austin, with construction drawings dated 03/08/2024.

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Other files

File	Type	Posted
36C77625R0025 0005.pdf	PDF	May 8, 2025
36C77625R0025 0004.pdf	PDF	Apr 30, 2025
Amendment 0004 - Attachment 27 - 36C77625R0025_1.pdf	PDF	Apr 30, 2025
Attachment 23 - RFI 223. JSN Fixtures_Toilet.pdf	PDF	Apr 28, 2025
Attachment 18 - Laydown Area Site Map.pdf	PDF	Apr 28, 2025
Attachment 22 - RFI 77. Special Inpsections.xlsx	XLSX spreadsheet	Apr 28, 2025
Attachment 27 - 36C77625R0025_1.pdf	PDF	Apr 28, 2025
Attachment 19 - Lead Based Paint Report.pdf	PDF	Apr 28, 2025
Attachment 20 - Asbestos Report.pdf	PDF	Apr 28, 2025
Attachment 26 - RFIs - Tuscaloosa_FINAL.pdf	PDF	Apr 28, 2025
Attachment 21 - RFI 70. B13_WALL_TYPE.pdf	PDF	Apr 28, 2025
Attachment 14 - Updated WD_3.13.2025.pdf	PDF	Apr 28, 2025
Attachment 24 - RFI 223. Standard Mounting Heights.pdf	PDF	Apr 28, 2025
36C77625R0025 0003.pdf	PDF	Apr 28, 2025
Attachment 25 - RFIs 263-265 Partial Electrical.pdf	PDF	Apr 28, 2025
36C77625R0025 0002.pdf	PDF	Apr 14, 2025
36C77625R0025 0001.pdf	PDF	Mar 24, 2025
Amendment 0001 - Att 01 - 679-20-104 Site Visit Sign-In Sheet.pdf	PDF	Mar 24, 2025
Amendment 0001 - Att 02 - Pre Proposal Conference - Tuscaloosa.pdf	PDF	Mar 24, 2025
Attachment 8 -EHRM RTA Drawings_Telecommunications General and New Work.pdf	PDF	Mar 11, 2025
Attachment 2 - EHRM RTA Drawings_Electrical.pdf	PDF	Mar 11, 2025
36C77625R0025_1.pdf	PDF	Mar 11, 2025
Attachment 10 - Submittal Register RTA.xlsx	XLSX spreadsheet	Mar 11, 2025
Attachment 1 - SOW - EHRM Tuscaloosa.pdf	PDF	Mar 11, 2025
Attachment 14 - WD - AL20240098 - 01.03.2025.pdf	PDF	Mar 11, 2025
Attachment 5 - EHRM RTA Drawings_Mechanical and Plumbing.pdf	PDF	Mar 11, 2025
Attachment 6 - EHRM RTA Drawings_Structural and Architecture.pdf	PDF	Mar 11, 2025
Attachment 12 - Geotechnical Report - EHRM Data Center.pdf	PDF	Mar 11, 2025
Attachment 16 - Brand Name - Corbin Russwin - Manufacture Document.pdf	PDF	Mar 11, 2025
Attachment 11 - TVAMC Site Map_PSRDM.pdf	PDF	Mar 11, 2025
Attachment 17 - Division Cost Breakdown.xlsx	XLSX spreadsheet	Mar 11, 2025
Attachment 9 - EHRM RTA Specifications.pdf	PDF	Mar 11, 2025
Attachment 13 - Limitations on Subcontracting - Construction.pdf	PDF	Mar 11, 2025
Attachment 7 - EHRM RTA Drawings_Telecommunications General and Demolition.pdf	PDF	Mar 11, 2025
Attachment 15 - Brand Name - EHRM Tuscaloosa.pdf	PDF	Mar 11, 2025
Attachment 3 - EHRM RTA Drawings_Fire Protection.pdf	PDF	Mar 11, 2025

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INDEX OF DRAWINGS

GENERAL / CIVIL

GI002

MM/TRTG

679-20-104EHRM INFRASTRUCTURE

UPGRADES

www.atriaxgroup.com

Atriax, pllc 703 Main Avenue SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254 03/08/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chief Engineer

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

TUSCALOOSA VAMC, TUSCALOOSA, AL.

INDEX OF DRAWINGS

03/08/2024

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

679-20-104EHRM INFRASTRUCTURE

UPGRADES

www.atriaxgroup.com

Atriax, pllc 703 Main Avenue SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254 03/08/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chief Engineer

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

TUSCALOOSA VAMC, TUSCALOOSA, AL.

PHASING AND

ABBREVIATIONS

GI003

MM/TRTG

ABBREVIATIONS (NOTE: NOT ALL ABBREVIATIONS ARE USED WITH THIS PROJECT)

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLR FLOOR (ING)

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FR FIRE RESISTANT / FRAME

FT FOOT, FEET / FIRE TREATED / FILM TINT

FTG FOOTING

FUT FUTURE

FW FIRE WALL

FWC FABRIC WALL COVERING

GA GAGE, GAUGE

GB GRAB BAR

GC GENERAL CONTRACTOR

GALV GALVANIZED

GC GENERAL CONTRACTOR

GLU LAM GLUE LAMINATED (BEAM)

GR GROUT

GRTG GRATING

GYP GYPSUM

HC HANDICAP / HOLLOW CORE

HD HEAVY DUTY

HDBD HARDBOARD

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

ID INSIDE DIAMETER/DIMENISON

INCL INCLUDE (D), INCLUDING

INSUL INSULATE (D), INSULATION

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KCJ KEYED CONSTRUCTION JOINT

KO KNOCK OUT

L LENGTH / ANGLE

LAM LAMINATE (ED)

LAV LAVATORY

LB POUND

LF LINEAR FEET

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LT LIGHT

LVR LOUVER

LVT LUXERY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR INSTALLED

OFOI OWNER FURNISHED / OWNER INSTALLED

OHD OVERHEAD

OH OPPOSITE HAND

PAR PARALLEL

PED PEDESTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR/PROPOSAL REQUEST

PRCST PRECAST CONCRETE

PREFAB PREFABRICATE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

P PAINT

PT PORCELAIN TILE / PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

ABBREVIATIONS:

A&E ARCHITECTURAL AND ENGINEERING

AB ANCHOR BOLT/ROD

ABV ABOVE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT, ADJOINING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AGGR AGGREGATE

AHR ANCHOR, ANCHORAGE

ALT ALTERNATE

ALUM ALUMINUM

AT ACOUSTICAL CEILING TILE

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASI ARCHITECTURAL SUPPLEMENTAL INFORMATION

AWP ACOUSTICAL WALL PANEL

BD BOARD

BEV BEVELED

BFF BELOW FINISH FLOOR

BG BUMPER GUARD

BL BRICK LEDGE / BLINDS

BLK BLOCK (ING)

BM BEAM

BOT BOTTOM

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOH BOTTOM OF HEADER

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTWN BETWEEN

C CHANNEL

CAB CABINET

CB CERAMIC BASE

CC CUBICLE CURTAIN

CD CONSTRUCTION DOCUMENTS

CF CUBIC FEET OR FOOT

CG CORNER GUARD

CHFR CHAMFER

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR, CLEARANCE

CMP CAST MARBLE PANEL

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER

COL COLUMN

CONC CONCRETE

CONN CONNECT (ION)

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED

CR CHAIR RAIL

CRM CROWN MOLDING

CSM CAST STONE MASONRY

CP CARPET

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DEFS DIRECT APPLIED EXTERIOR FINISH SYSTEM

DEMO DEMOLITION, DEMOLISH

DET DETAIL

DFG DOOR FRAME GUARD

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVIDE, DIVISION

DP DOOR PROTECTION

DR DRAIN

DT DRAIN TILE

DW DISHWASHER

DWG DRAWING (S)

DWTR DUMBWAITER

E EAST

EA EACH

EF EACH FACE

EG END GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

QT QUARRY TILE

R RADIUS

RB RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

REF REFERENCE/REFRIGERATOR

REINF REINFORCE (D), (ING)

REQ REQUIRE

REQD REQUIRED

REV REVISION (S), REVISED

RF RUBBER FLOOR

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RS ROLLER SHADE

RVS REVERSE (SIDE)

S SOUTH

SB SPLASH BLOCK

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT SECTION

SD SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLDG SLIDING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN (ED)

STRUCT STRUCTURAL

SUSP SUSPENDED

VSF SHEET VINYL

SW SHEARWALL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TEMP TEMPORARY

TER TERRAZZO

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

TL TOTAL LOAD

TO TOP OF

TO FDTN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE/CURB

TOF TOP OF FOOTING

TOP TOP OF PIER

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TR TREAD

TRANS TRANSVERSE

TS TUBE STEEL

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V SHEAR

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VARIFY IN FIELD

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W WEST/WIDTH

W/ WITH

W/O WITHOUT

WA WEDGE ANCHOR

WB WOOD BASE

WD WOOD

WDW WINDOW

WF (W) WIDE FLANGE

WG WALL GUARD

WL WIND LOAD

WP WALL PROTECTION

WR WELDING ROD

WT WEIGHT

WWF WELDED WIRE FABRIC

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO: �

1. ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK

SHIFTS �

2. REQUIRES HEAVY DEMOLITION OR REMOVAL OF A

COMPLETE CEILING SYSTEM �

3. NEW CONSTRUCTION.

TYPE A

IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS DEPENDING

ON THE AREA CLASS DESIGNATION

INTERIM MEASURE CLASS 0

1. NO INFECTION CONTROL REQUIREMENTS DURING PROJECT.

INTERIM MEASURE CLASS I

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM

CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION.

3. USE CONTROL CUBE FOR CEILING ACCESS WHEN > 1 CEILING TILE REMOVED

PER 50 SQ. FT.

INTERIM MEASURE CLASS II

1. ALL CLASS I ABOVE PLUS CLASS II REQUIREMENTS

2. PROVIDE ACTIVE MEANS TO PREVENT AIR-BORNE DUST FROM DISPERSING

INTO ATMOSPHERE BARRIERS.

3. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

4. SEAL UNUSED DOORS WITH DUCT TAPE

5. BLOCK OFF AND SEAL ALL HVAC AIR RETURNS AND SUPPLIES.

6. ADHESIVE WALKOFF MATS REQUIRED AT ALL ENTRY POINTS

7. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

8. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING

WORK AREA.

INTERIM MEASURE CLASS III

1. ALL CLASS II ABOVE PLUS CLASS III REQUIREMENTS

2. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF THE DUCT SYSTEM

3. COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA

BEFORE CONSTRUCTION BEGINS.

4. DAILY MONITOR (FIXED OR PORTABLE) AND DOCUMENTATION OF NEGATIVE AIR

PRESSURE TO -0.010 WITHIN WORK SITE 24/7, UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS AND HEPA FILTER CHANGES AS NEEDED.

5. REMOVE CONSTRUCTION WASTE/DEBRIS/TRASH DAILY IN TIGHTLY COVERED

CONTAINERS USING TAPE TO SEAL AS NECESSARY.

6. WIPE OFF CARTS AND WHEELS WITH APPROVED DISINFECTANT BEFORE

TRANSPORTING DEBRIS.

7. TO REDUCE DUST IN AREA, VACUUMS AND WET MOP WITH DISINFECTANT.

8. ADHESIVE WALK-OFF MATS REQUIRED AT ALL ENTRY POINTS.

INTERIM MEASURE CLASS IV

1. ALL CLASS III AND IV REQUIREMENTS PLUS ANTEROOM CONSTRUCTION IS

REQUIRED.

2. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

3. ENGINEERING TO PROVIDE AND MAINTAIN ANTEROOM PPE CART WITH BUNNY

SUIT,SHOE COVERS, HEPA VACUUM, TRASH CAN, AND PHONE NUMBER FOR

SUPPLY RESTOCKING.

4. ALL PERSONNEL ARE REQUIRED TO PASS THROUGH ANTEROOM. ON ENTRY,

PERSONNEL MAY WEAR REGULAR WORK ATTIRE OR CLOTH/PAPER COVERALLS

(BUNNY SUITS). ON EXIT, REGULAR WORK ATTIRE MUST BE VACUUMED USING A

HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE, OR CLOTH/PAPER

BUNNY SUITS IF UTILIZED MUST BE REMOVED WHEN EXITING.

5. SHOE COVERS ARE REQUIRED FOR ENTRY AND MUST BE REMOVED UPON

EXITING.

6. PROJECT COORDINATOR/TEAM RESPONSIBLE FOR PPE TRASH REMOVAL.

WORK TYPE

WORK WHICH GENERATES A MODERATE TO HIGH

LEVEL OF DUST OR REQUIRES DEMOLITION OR

REMOVAL OF ANY FIXED BUILDING COMPONENTS OR

ASSEMBLIES

INCLUDES, BUT IS NOT LIMITED TO: �

1. ANY KIND OF SANDING TO INCLUDE SANDING OF

WALLS FOR PAINTING OR WALL COVERING �

2. REMOVAL OF FLOOR COVERINGS, CEILING TILES

AND CASEWORK �

3. NEW WALL CONSTRUCTION �

4. MINOR DUCT WORK OR ELECTRICAL WORK ABOVE

CEILINGS �

5. MAJOR CABLING ACTIVITIES, I.E. INSTALLATION OF

NEW CONDUIT,ANCHORING CONDUIT INTO

CONCRETE, ETC. �

6. ANY ACTIVITY WHICH CANNOT BE COMPLETED

WITHIN A SINGLE WORK SHIFT.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH

CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO: �

1. INSTALLATION OF TELEPHONE AND COMPUTER

CABLING � THROUGH CONDUIT AND/OR NOT

INVOLVING DRILLING/ANCHORING

2. ACCESS TO CHASE SPACES �

3. CUTTING OF WALLS OR CEILING WHERE DUST

MIGRATION CAN BE CONTROLLED.

INSPECTION AND NON-INVASIVE ACTIVITIES.

INCLUDES, BUT IS NOT LIMITED TO: �

1. REMOVAL OF CEILING TILES FOR VISUAL INSPECTION

LIMITED TO 1 TILE PER 50 SQUARE FEET �

2. PAINTING (BUT NOT SANDING) �

3. WALLCOVERING, ELECTRICAL TRIM WORK, MINOR

PLUMBING, AND ACTIVITIES WHICH DO NOT

GENERATE DUST OR REQUIRE CUTTING OF WALLS

OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL

INSPECTION

TYPE B

TYPE C

TYPE D

RISK ASSESSMENT GUIDELINES

ICRA GUIDELINES

GI004

MM/TRTG

GROUP 2 MEDIUM RISK GROUP 3 MED-HIGH RISK

GROUP 4 HIGHEST RISK

1) ACUTE NURSING UNITS-2W, 4W, 2N,

IP MENTAL HEALTH, CLC

2) CAFETERIA

3) CARDIOLOGY

4) CBOCs

5) CLEAN LINEN STORAGE

6) DENTAL

7) DERMATOLOGY

8) ECHOCARDIOGRAPHY

9) ENDOSCOPY/GI

10)LABORATORY

11)PROSTHETICS

12)RADIOLOGY, ULTRASOUND

13)REHAB/PT/OT/ST

14)RESPIRATORY CARE

1) BRONCH SUITE

2) ICU, SDU

3) EMERGENCY DEPARTMENT

4) HEMODIALYSIS

5) INTERVENTIONAL RADIOLOGY

6) MRI/CT/NUCLEAR MED

7) OUTPATIENT ONCOLOGY/

CHEMOTHERAPY

8) PHARMACY AREAS OTHER THAN

CLEAN ROOM

9) STERILE SUPPLY STORAGE AREAS

1) ANESTHESIA AREAS

2) CARDIAC CATH LAB

3) NEGATIVE PRESSURE ISOLATION

ROOMS

4) OPERATING ROOMS,

HOLDING/PACU

5) PHARMACY CLEAN ROOM

6) STERILE PROCESSING

CONSTRUCTION ACTIVITY® RISK LEVEL

INFECTION CONTROL MATRIX

PATIENT RISK GROUP TABLE

TYPE “A” TYPE “B” TYPE “C” TYPE “D”

GROUP 1 I II II III / IV

GROUP 2

GROUP 3

GROUP 4

I II III IV

I III III / IV IV

III III / IV III / IV IV

GROUP 0

1) UNOCCUPIED BUILDINGS AND/OR

OUTSIDE PROJECTS INVOLVING

DEMOLITION OR EXCAVATION

REMOTE FROM AIR INTAKES.

GROUP 1 LOWEST RISK

1) BIOMEDICAL

2) ENGINEERING

3) ENVIRONMENTAL SERVICES

4) HIM

5) MORGUE

6) NON-CLINICAL OFFICE AREAS

7) NON-PATIENT CARE AREAS

8) OUTSIDE PROJECTS OR

EXCAVATION NEAR AIR INTAKE

GROUP 0 0 0 0 0

DURING CONSTRUCTION UPON COMPLETION OF PROJECT

1. CLEAN WORK AREA IMMEDIATELY AFTER TASK COMPLETION.

1. REMOVE TAPE FROM SEALED DOORS.

2. WIPE WORK SURFACES WITH APPROVED DISINFECTANT.

3. UNBLOCK/UNSEAL HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

4. FINAL TERMINAL CLEANING BY EMS.

1. PROJECT COORDINATOR (CONTRACTOR OR ENGINEERING) TO PROVIDE THROUGH

GENERAL CLEANING OF AREA PRIOR TO INSPECTION BY INFECTION CONTROL FOR

BARRIER REMOVAL.

2. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL INSPECTED BY INFECTION

CONTROL AND THE APPROVED BY PROJECT COORDINATOR.

3. ICRA PERMIT WILL BE REMOVED BY INFECTION CONTROL AFTER INFECTION

CONTROL INSPECTION AND BEFORE BARRIER REMOVAL.

4. AFTER INFECTION CONTROL INSPECTION, REMOVE BARRIER MATERIALS

CAREFULLY TO MINIMIZE SPREADING OF DUST THAT MAY BE PRESENT ON THE

BARRIERS.

5. FOLLOWING BARRIER REMOVAL, AREA MUST BE THOROUGHLY TERMINALLY

CLEANED WITH HOSPITAL-APPROVED DISINFECTANT BY HOUSEKEEPING PRIOR TO

SPACE OWNER OCCUPANCY.

1. PROJECT COORDINATOR(CONTRACTOR OR ENGINEERING) TO PROVIDE

THOROUGH GENERAL CLEANING OF AREA PRIOR TO INSPECTION BY INFECTION

CONTROL FOR BARRIER REMOVAL.

2. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL INSPECTED BY INFECTION

CONTROL AND APPROVED BY PROJECT COORDINATOR.

3. ICRA PERMIT WILL BE REMOVED BY INFECTION CONTROL AFTER INFECTION

CONTROL INSPECTION AND BEFORE BARRIER REMOVAL.

4. AFTER INFECTION CONTROL INSPECTION, REMOVE BARRIER MATERIALS,

CAREFULLY TO MINIMIZE SPREADING OF DUST THAT MEY BE PRESENT ON THE

BARRIERS.

5. FOLLOWING BARRIER REMOVAL,AREA MUST BE THOROUGHLY TERMINALLY

CLEANED WITH HOSPITAL-APPROVED DISINFECTANT BY HOUSEKEEPING PRIOR

TO SPACE OWNER OCCUPANCY.

679-20-104EHRM INFRASTRUCTURE

UPGRADES

www.atriaxgroup.com

Atriax, pllc 703 Main Avenue SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254 03/08/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chief Engineer

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

TUSCALOOSA VAMC, TUSCALOOSA, AL.

UL DETAILS

GI005

MM/TRTG

679-20-104EHRM INFRASTRUCTURE

UPGRADES

www.atriaxgroup.com

Atriax, pllc 703 Main Avenue SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254 03/08/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chief Engineer

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

UL DETAILS

GI006

MM/TRTG

679-20-104EHRM INFRASTRUCTURE

UPGRADES

www.atriaxgroup.com

Atriax, pllc 703 Main Avenue SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254 03/08/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chief Engineer

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 355 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

ENTER

DO NOT ENTER

14"HW

13"HW

8"HW

GREEN HOUSE

10"HW

GEAR LIFT

DO N

OT ENTER

ENTER

PARKIN

P.O.B.

P.O.C.

ABBREVIATIONS

NOTES

LEGEND

****THIS IS NOT A BOUNDARY SURVEY****

Know what's below Call before you dig.

Dial 811 Or Call 800-282-7411 www.atriaxgroup.com

Atriax, pllc 703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 1/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 230 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

03/08/2024

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

SCALE: 1:1001 EXISTING CONDITIONS - SITE TOPOGRAPHIC SURVEY

GRAPHIC SCALE

1" = 100'

100'0 200'50'

15768

140139

MATCH LINE SHEET 1 OF 2

MATCH LINE SHEET 2 OF 2

MATCH LINE SHEET 1 OF 2

MATCH LINE SHEET 2 OF 2

SOLAR FIELD

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY AND UTILITIES LOCATES PERFORMED BY

GONZALEZ-STRENGTH & ASSOCIATES INC.

2. FINAL SURVEY FILE DATED 03-18-2022

3. DATA CENTER SURVEY FILE DATED 07-28-2023

4. ADDITIONAL SURVEY DATA FILE DATED 12-13-2023

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IPS

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BUILDING

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ELEVATION

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IRON PIN FOUND

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GAS REGULATOR

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WATER VALVE

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SPOT ELEVATION

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RIGHT OF WAY

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FENCE

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CONCRETE SURFACE

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ASPHALT SURFACE

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BOLLARD

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OHP

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5. According to the Flood Insurance Rate Map (FIRM) for Tuscaloosa County, Alabama (community-panel number 01125C 0528 G, dated January 16, 2014), all of the subject property lies within Zone X, defined as "areas determined to be outside the 0.2% annual chance floodplain."

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3. No attempt has been made and no guarantees are hereby given as to the location of sub-surface foundations.

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4. Contours and spot elevations shown hereon are based on U.S.G.S. datum (NAVD 88). Bench Mark PID #DI2228 and elevation of 325.53.

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1. All easements and rights of way of which the surveyor has knowledge are shown hereon; others may exist of which the surveyor has no knowledge and of which there is no observable evidence. No Title Commitment performed, certified to or supplied by client. Without said Title Commitment no guarantee can be made by the surveyor as to the location of easements.

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6. North arrow and bearings shown hereon are based on Transverse Mercator Projection - Alabama West Zone - NAD 83 adjusted 2011. Using Global Positional System (GPS) and derived by static observation. Using Base Station: Designation: AL 50 CORS ARP, PID DI2228 Combined Factor: 0.99991775 Convergence Factor: -0 00 03.0

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RCP

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REINFORCED CONCRETE PIPE

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PVC

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POLY VINYL CHLORIDE

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TELEPHONE PEDESTAL

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SANITARY SEWER CLEANOUT

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ELECTRIC BOX

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AIR CONDITIONER

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LIGHT STANDARD

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SIGN

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GRAVEL SURFACE

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MAILBOX

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FIRE HYDRATE

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TELEPHONE MANHOLE

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TREE

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PARKING COUNT

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RIP RAP SURFACE

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UNDERGROUND COMMUNICATION LINE

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OVERHEAD TELEPHONE LINE

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OHT

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STORM SEWER MANHOLE

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2. All utilities of which the surveyor has knowledge All utilities of which the surveyor has knowledge are shown hereon. Routings of underground utilities were drawn based on field markings provided by Utility Marking LLC (3042 Gala Trail, Snellville, GA 30039, (678) 357-1946) which should be considered approximate. The telephone numbers for the Alabama Line Location Center (MISSALL) are 252-4444 (Birmingham area) and (800) 292-8525 (elsewhere). Note to the client, insurer, and lender- With regard to underground utilities, information from the sources above will be combined with observed evidence of utilities to develop a view of the underground facilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. In addition, in some jurisdiction, 811 or other similar utility locate requests from surveyors may be ignored or result in an incomplete response, in which case the surveyor accepts no responsibility for the location of utilities. Where additional or more detailed information is required, the client is advised that excavation may be necessary.

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ACP

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ARCHED REINFORCED CONCRETE PIPE

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CCP

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CORRUGATED PLASTIC PIPE

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DIP

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DUCTILE IRON PIPE

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HARDWOOD TREE

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CREPE MYRTLE TREE

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EVERGREEN TREE

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TUSCALOOSA VAMC, TUSCALOOSA, AL

AutoCAD SHX Text 679-20-104

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PROJECT # 679-20-104 EHRM INFRASTRUCTURE UPGRADES

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HJM

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JTK

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TOPOGRAPHIC SURVEY

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EXISTING CONDITIONS - SITE

425.20

423.79

+425.22

428.87

425.86

423.28

422.11 +

420.80

419.67

418.57

417.50

416.43

+ 416.43+

417.23

417.82+

419.36 +421.36

422.76

+ 424.64

+427.45

432.01

437.86

435.45

432.32

430.01

425.36

422.84

+ 420.73

419.19

417.65 +

416.06 +

415.14

415.55

+416.23

417.11

418.41

420.16

421.54

+ 422.44

423.41

420.49 +

418.66 +

417.28

+416.39

416.38

415.45

414.43

413.01

411.37

+ 409.71

+406.46

+403.72

402.18

+401.85

402.64

403.80

405.54

+406.03

403.16

402.46

401.89

402.46

404.87

409.10

+ 413.08

+ 414.33

415.07

418.18

418.31

419.12

421.78+ 424.50

424.67

+426.00

426.91

423.43

+ 422.76

423.56

+ 427.00

430.82

+ 433.90

437.79

420.67

420.77

420.79

422.57

423.82

424.21

424.13

429.88+

432.72

+431.99

436.32

439.26

443.74

431.63

429.60

+ 428.59

426.99

426.72

421.58

422.14

422.47

421.04 +

419.72

418.54

417.16

416.48

416.37

416.07

413.82

412.30

411.35

409.40

408.22

408.66

412.77

414.39

413.90

412.76

406.57

405.93

404.46

399.07

402.22

397.33

397.42

401.63

399.92

398.74

401.39

399.10+ 401.58

398.33

398.41

402.91

399.92

398.70

403.48

405.69

407.06

401.60

403.66

+398.41

404.66

399.25

398.32

404.41

403.10

404.11

402.82

413.38

407.36

410.02

409.15

405.90

414.24

415.33

415.93

416.86

421.41

421.52

419.10

418.13

428.42

420.94

424.45

401.51

415.02

434.68

437.50

426.59

426.77

423.47

420.84

421.81

429.67

415.64

416.18

SANITARY SEWER MANHOLE

20"OAK21"OAK

4"HW

6"HW

8"HW

9"HW

10"HW

5"HW

36"HW

26"HW

33"HW30"HW

28"HW 22"HW

15"HW

7"HW

17"HW23"HW

18"HW

18"HW18"HW

18"HW

36"HW

36"HW 40"HW 8"HW

34"HW

28"HW8"HW

26"HW36"HW

8"CM

9"HW

7"HW

26"HW

24"HW

6"CM

30"HW

13"HW

10"HW

8"HW

18"HW

10"HW

34"HW

38"HW

10"HW

28"HW

20"HW

34"HW

12"HW

42"HW

13"HW

24"EG

6"HW

16"HW

9"HW

17"HW

12"HW

24"HW

18"HW

12"HW

12"OAK

18"OAK

18"HW18"HW

22"HW

18"OAK

12"HW

18"HW

428.83

+428.99

428.79

+428.97

+ 422.31

+426.86

+ 428.44

+428.18

+429.06

SITE CONTROL

BLDG 149

BLDG 147

BLDG 146

BLDG 145

BLDG 61

BLDG 5

BLDG 6 BLDG 7

BLDG

BLD

BLDG 27

BLDG 4

BLDG 8

428429430

425427

419421

425426

422423

408 407

400 399

SANITARY SEWER MANHOLE

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

CURB INLET

GRATE INLET

CURB INLET

STORM MANHOLE

BLDG 15

GRATE INLET

STORM MANHOLE

GRATE INLET

417418

42142

GRATE INLET

SANITARY SEWER MANHOLE

DOCK

SUBSURFACE

DETENTION BASIN

GRATE INLET

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

GRATE INLET

P.O.B.

P.O.C.

ABBREVIATIONS

****THIS IS NOT A BOUNDARY SURVEY****

Know what's below Call before you dig.

Dial 811 Or Call 800-282-7411 www.atriaxgroup.com

Atriax, pllc 703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 1/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 230 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

03/08/2024

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

SCALE: 1:501 EXISTING CONDITIONS - SITE TOPOGRAPHIC SURVEY - AREA 1

GRAPHIC SCALE

1" = 50'

50'0 100'25'

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SIGN

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MATCH LINE SHEET 1 OF 2

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MATCH LINE SHEET 2 OF 2

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MATCH LINE SHEET 1 OF 2

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CHARGING STATION

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TOP EL: 435.32' 8"CLAY INV IN: 417.83' 8"CLAY INV OUT: 417.78'

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TOP EL: 416.76'

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TOP EL: 402.72'

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TOP EL: 410.24'

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GATE

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GATE

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GATE

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WOOD DECK

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POWER BOX

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POWER BOX

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POWER BOX

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POWER BOX

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WATER VAULT

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POWER BOX

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POWER BOX

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POWER BOX

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FIBER OPTIC BOX

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GATE

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GENERATOR

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DETENTION POND

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STEAM LINE

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STEAM LINE

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STEAM LINE

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24"PINE

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GSA CONTROL IRON N:1160596.06 E:1973360.51 EL:417.61

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GSA CONTROL IRON N:1161113.72 E:1973363.60 EL:410.20

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GSA CONTROL IRON N:1161496.82 E:1973078.94 Z:402.40

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COURTYARD

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LAWN

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TOP EL: 427.97' 6"PVC INV IN: 425.57' 6"PVC INV OUT: 425.37'

AutoCAD SHX Text TOP EL: 439.08' 18"RCP INV IN: 432.76' 12"RCP INV IN: 429.35' 12"RCP INV IN:429.26' 6"PVC INV IN:429.62' 12"RCP INV OUT: 429.03'

AutoCAD SHX Text TOP EL: 437.54' 12"RCP INV IN: 433.28' 6"DIP INV IN:433.52' 12"RCP INV OUT: 433.52'

AutoCAD SHX Text TOP EL: 423.13' 8"DIP INV IN: 420.94' 6"DIP INV IN:420.61' 12"RCP INV OUT: 417.17'

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TOP EL: 421.06' 18"RCP INV IN: 416.15' 18"RCP INV OUT: 415.94'

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TOP EL: 421.05' 18"RCP INV OUT: 416.30'

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TOP EL: 428.34' 12"PVC INV IN: 425.98' 12"PVC INV OUT: 425.97'

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TOP EL: 428.60' 12"PVC INV OUT: 426.31'

AutoCAD SHX Text TOP EL: 429.38' 6"PVC INV IN: 425.55' 12"RCP INV IN:420.07' 12"RCP INV OUT: 419.85'

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TOP EL: 429.08' 6"PVC INV OUT: 427.81'

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TOP EL: 428.32'

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TOP EL: 426.08' 8"PVC INV OUT: 425.181'

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TOP EL: 422.98' 12"RCP INV IN: 419.46' 18"RCP INV OUT: 419.24'

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TOP EL: 419.37' 24"RCP INV IN: 414.60' 24"RCP INV OUT: 414.49'

AutoCAD SHX Text TOP EL: 414.96' 18"RCP INV IN: 407.99 6"DIP INV IN: 413.48' 24"RCP INV IN: 411.44' 24"RCP INV OUT: 407.27'

AutoCAD SHX Text TOP EL: 416.52' 18"RCP INV IN: 409.91' 4"CLAY INV IN: 409.92 18"RCP INV OUT: 409.78'

AutoCAD SHX Text TOP EL: 404.84' 15"RCP INV IN: 401.42' 24"RCP INV IN:401.27' 24"RCP INV OUT: 401.22'

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TOP EL: 404.91' 15"RCP INV OUT: 401.75'

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FL-24"RCP=400.06'

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FL-15"RCP=398.23'

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FL-4"CUT=398.67'

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FL-4"CUT=398.74'

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FL-13"X22"ACP=398.81'

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FL-15"CCP=393.62'

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TOP EL: 405.78' 15"RCP INV IN: 400.98' 15"RCP INV OUT: 400.93'

AutoCAD SHX Text TOP EL: 407.45' 12"PVC INV IN: 401.75' 15"RCP INV IN: 401.59' 15"RCP INV OUT: 401.53'

AutoCAD SHX Text TOP EL: 414.57' 8"CPP INV IN:411.63' 15"RCP INV IN: 411.59' 8"CPP INV IN: 412.08' 12"RCP INV OUT: 411.58'

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TOP EL: 422.20' 12"RCP INV IN: 420.08' 12"RCP INV OUT: 420.49'

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TOP EL: 418.19' 12"CPP INV IN: 415.79' 15"RCP INV OUT: 414.28'

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COURTYARD

AutoCAD SHX Text TOP EL: 441.63' 4"PVC INV IN: 439.03' 12"DIP INV IN: 430.14' 12"RCP INV IN: 437.18' 12"PVC INV IN: 436.76' 12"RCP INV OUT: 430.10'

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TOP EL: 421.83' 18"RCP INV IN: 416.08' 18"RCP INV OUT: 416.06'

AutoCAD SHX Text TOP EL: 421.42' 6"CLAY INV IN: 417.47' 8"CLAY INV IN: 419.20' 12"RCP INV IN: 418.86' 12"RCP INV IN: 415.65' 12"RCP INV IN: 415.58' 8"DIP INV IN:418.13' 6"PVC INV IN: 418.70' 18"RCP INV OUT: 413.51'

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STEAM LINE

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TOP EL: 422.94' 24"RCP INV IN: 418.38' 24"RCP INV OUT: 418.63'

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ASSUMED LOCATION

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ASSUMED ROUTE

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TOP EL: 409.00' 15"RCP INV OUT: 406.86'

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TOP EL: 409.00' 15"RCP INV OUT: 403.93'

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8"PVC INV IN: 402.97 8"PVC INV OUT: 402.93'

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8"PVC INV IN: 409.67 8"PVC INV OUT: 409.49'

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8"PVC INV OUT: 406.20'

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TOP EL: 401.48' 15"RCP INV OUT: 398.39'

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FIRE LINE

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FIRE LINE

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SEC.

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BLDG.

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EL.

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SECTION

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BUILDING

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ELEVATION

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RAILROAD

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CALCULATED

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MEASURED

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RANGE 9 WEST

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TOWNSHIP 21 SOUTH

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POINT OF BEGINNING

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POINT OF COMMENCEMENT

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AutoCAD SHX Text T21S

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RCP

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REINFORCED CONCRETE PIPE

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PVC

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POLY VINYL CHLORIDE

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ACP

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ARCHED REINFORCED CONCRETE PIPE

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CCP

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CORRUGATED PLASTIC PIPE

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DIP

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DUCTILE IRON PIPE

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HARDWOOD TREE

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CREPE MYRTLE TREE

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EVERGREEN TREE

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TUSCALOOSA VAMC, TUSCALOOSA, AL

AutoCAD SHX Text 679-20-104

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PROJECT # 679-20-104 EHRM INFRASTRUCTURE UPGRADES

AutoCAD SHX Text 3/08/2024

AutoCAD SHX Text V-102

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HJM

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JTK

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TOPOGRAPHIC SURVEY - AREA 1

GRATE INLET

ENTER

DO NOT ENTER

SEPTIC SYSTEM MANHOLE

DO NOT ENTER

429.59

426.47

+426.51

+436.38

437.68 +

437.70

435.98

435.36

434.85

434.29

433.88

432.60

431.38

430.18

428.74

427.47 +

426.03

424.03

+421.89

+420.16

+419.51

417.54

419.51

+421.27

+422.61

424.23

425.45

426.58

427.93

425.20

424.19

423.79

+425.22

+427.07

428.51

431.56

435.19

+435.51

434.81

428.87

432.01

437.00

438.18

437.86

437.79

438.23

+438.63

+ 438.96

439.34

438.69

437.57

433.25 + 430.15

427.38

426.86

426.92

427.13

426.79

426.00

425.72

425.25

426.24

426.97

427.56

426.23

425.09

424.19

+ 422.94

422.88

+ 422.63

423.46

424.27

+427.27

+423.80

+422.85

422.12

420.84

420.39

422.33

421.75 +

420.32

421.43

420.52

+ 419.16

+ 419.39

419.39

419.21

418.53

419.49

417.59

418.00

+ 419.86

421.54

418.46

419.92

+ 421.35

+ 423.59

425.37

427.80

+429.82

428.82+ 430.36

+430.79

430.87

431.81

431.86

432.23

433.00+

433.30

+432.50

432.61

433.24

+433.30

+433.95

+434.41

435.83

+436.56

437.92

439.14

439.46

+439.61

440.14

+441.03

+440.30

440.32

+439.63

440.12+ 440.27

440.99

+441.39

441.64

+442.01

441.03

+ 440.49

441.42

441.35

440.94

440.59

440.57

440.64

+441.85

441.45

+441.37

+440.72

441.48

+ 439.93

+ 439.28

+ 438.49

436.99

+ 435.95

+ 435.04

+ 434.03

433.78

433.42

434.30

435.27

436.88

+ 439.78

438.27

+439.79

440.51

444.96

447.43

448.64

+449.14

448.13

447.45

448.18

+ 448.01

+ 447.59

444.85

444.55

442.82+

441.79

+440.80

+439.26

+ 440.84

+ 441.59

442.67 +

445.41

447.23

+443.45

+447.02

444.67

+ 439.58

436.82

446.84

446.18

447.94

443.94

440.22

439.79

439.44

439.31

437.60

441.04

441.01

441.22

+441.74

439.35

446.69

438.80

436.15

433.90 + 434.07

434.18

434.04 +

433.75

433.72

434.04

434.69

437.28

441.62

444.66

440.93

442.33

445.90

445.57

438.84

439.61

439.50

+439.38

436.63

+ 435.78

435.11

434.24

432.57

432.08

431.00

430.41

429.63

420.67

420.59

421.23

420.74

420.57

420.44

420.42

422.08

420.30

418.85

418.44

418.05

414.30

414.41

422.43

424.22

424.43

423.98

423.71

418.46

423.59

422.04

421.81

427.20

423.48+ 424.96

433.78

427.17

+ 426.29

436.43

+ 440.98

441.30

+440.81

438.33

436.06

426.31

+424.80

423.67

421.64

420.33

419.83

417.92

421.19

423.35

425.16

411.69

416.56

418.61

417.62

417.05

419.03

422.68

417.82

422.23

421.23

419.17

+417.55

415.46

406.72

420.80

420.67

420.77

428.49

429.88

431.70

432.72

436.32

439.39

439.26

442.30

443.74

423.67

423.93

423.21

423.13

424.47

417.18

415.02

421.56

421.31

424.61

435.76

432.26

433.76

430.11

425.44

425.93

425.88

433.66 + 433.46

433.60

433.17

434.08

433.81

434.14

422.41

421.22

424.42

424.21

432.90

439.64

440.77+ 439.50

438.97

438.25

440.02

440.17

441.51 +

440.89

440.40

438.38

439.43

+439.80

439.14

441.76

441.62

442.79

442.44

435.58

435.34

433.05

433.08

432.50

439.52

SANITARY SEWER MANHOLE

BLDG 138

20"OAK21"OAK

48"OAK

24"MAGNOLIA

72"STUMP

48"OAK

14"HW

13"HW

8"HW

10"HW

28"HW

24"HW

18"HW

24"HW

11"HW

28"HW

20"HW

34"HW

12"HW

16"HW

12"HW

24"HW

18"HW

12"HW

12"OAK

18"OAK

18"HW

18"HW18"HW

17"HW

22"HW

18"OAK

12"HW

18"HW

19"HW

24"HW

18"HW

8"HW

6"HW

20"HW

18"HW

8"HW

30"HW

17"PINE

13"PINE 24"PINE

6"HW

7"HW

6"HW34"HW

8"HW

28"HW33"HW26"HW24"HW31"HW27"HW23"HW

24"HW24"HW17"HW

23"HW

20"HW

6"EG

14"PINE

23"HW28"HW

5"HW

16"HW

5"HW

20"HW20"HW

6"EG

5"HW

6"HW

20"HW

16"EG

13"HW

7"PINE

9"PINE

6"PINE

10"PINE

7"PINE

18"PINE

7"PINE

6"PINE

14"PINE 8"PINE

10"PINE

9"PINE

11"PINE 34"HW

6"HW

30"EG

14"PINE

7"HW

20"EG

40"STUMP

9"HW

27"HW

15"PINE

21"PINE

36"EG

12"HW

+ 440.25

+ 440.42

440.89

440.87

441.06

441.22 + 445.03

445.03

+ 445.16+ 445.20

441.39

441.35

446.33

446.97

+ 444.35

SITE CONTROL

BLDG 4

BLDG 46

BLDG 39

BLDG 40

BLDG 17

BLDG 33

BLDG 41

BLDG 18

BLDG 2

BLDG 3

BLDG 12

44844

438437

442 443

414 413

42142

422 423

425 426

428 429

427428 429430 431432

441 440

7 426

428429430

418 417

409 408

41741

419420 421422

54"HW

GREEN HOUSE

10"HW

GEAR LIFT

422.48

422.61

423.38

415.68

420.53

418.85

419.87

417.48

+417.99 + 416.93

414.38

414.33

416.99

GRATE INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

STORM MANHOLE STORM MANHOLE

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

GRATE INLET

CURB INLET

STORM MANHOLE

GRATE INLET

STORM MANHOLE

CURB INLET

STORM MANHOLE

CURB INLET

GRATE INLET

CURB INLET

GRATE INLET

CURB INLET

STORM MANHOLE

CURB INLET

GRATE INLET

STORM MANHOLE

STEAM MANHOLE

GRATE INLET

STORM MANHOLE

BLDG 142

SANITARY SEWER MANHOLE

GRATE INLET

STORM MANHOLE

BLDG 143

BLDG 141

BLDG 38

DO N

OT ENTER

ENTER

PARKIN

CURB INLET

SANITARY SEWER MANHOLE

CURB INLET

SANITARY SEWER MANHOLE

STORM DRAIN CAP

STORM MANHOLE

435 437

STORM MANHOLE

GRATE INLET

SANITARY SEWER MANHOLE

FORCE MAIN SANITARY SEWER MANHOLE

BLDG 140

SANITARY SEWER MANHOLE

BLDG 137

STORM MANHOLE

DOCK

WATER TOWER

P.O.B.

P.O.C.

ABBREVIATIONS

Know what's below Call before you dig.

Dial 811 Or Call 800-282-7411 www.atriaxgroup.com

Atriax, pllc 703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 NC Architectural License No.: 51254

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 1/

P M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Specialized Engineering Solutions 1300 Baxter Street, Suite 230 Charlotte, NC 28204

Wiley|Wilson 127 Nationwide Drive Lynchburg, VA 24502 Phone: 434.947.1901 www.wileywilson.com

FOR OFFICIAL USE ONLY (FOUO)

03/08/2024

S E A L 024911

HAROLD J . MARV

I N

OFESSIONAL

ENGINEER

RTH CAROL I NA

SCALE: 1:501 EXISTING CONDITIONS - SITE TOPOGRAPHIC SURVEY - AREA 2

GRAPHIC SCALE

1" = 50'

50'0 100'25'

AutoCAD SHX Text

TOP EL: 439.78' 12"RCP INV IN: 433.92' 12"RCP INV OUT: 433.88'

AutoCAD SHX Text G

AutoCAD SHX Text P

AutoCAD SHX Text T

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TPED

AutoCAD SHX Text

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AutoCAD SHX Text X

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MATCH LINE SHEET 1 OF 2

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MATCH LINE SHEET 2 OF 2

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MATCH LINE SHEET 1 OF 2

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MATCH LINE SHEET 2 OF 2

AutoCAD SHX Text P

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TOP EL: 416.35' SURVEYOR UNABLE TO GET DEPTH MANHOLE FULL AT TIME OF SURVEY

AutoCAD SHX Text E

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SEPTIC AIR SAMPLER

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CHARGING STATION

AutoCAD SHX Text E

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AutoCAD SHX Text TOP EL: 438.99' 8"CLAY INV IN: 432.14' 8"CLAY INV IN: 429.66' 8"CLAY INV OUT: 429.54'

AutoCAD SHX Text

POWER BOX

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POWER BOX

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POWER BOX

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POWER BOX

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POWER BOX

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POWER BOX

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STEAM BOX

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POWER BOX

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DUMPSTER PAD

AutoCAD SHX Text

FUEL PUMPS

AutoCAD SHX Text

POWER BOX

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POWER BOX

AutoCAD SHX Text

LOADING DOCK AREA

AutoCAD SHX Text

DUMPSTER PAD

AutoCAD SHX Text

OVERHEAD CANOPY WITH SOLAR PANELS

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

ROCK WALL

AutoCAD SHX Text

HVAC AREA

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

STEAM LINE

AutoCAD SHX Text

24"PINE

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text X

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EXHAUST FAN

AutoCAD SHX Text

POWER BOX

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POWER BOX

AutoCAD SHX Text

LOADING DOCK AREA

AutoCAD SHX Text

GSA CONTROL IRON N:1160334.60 E:1973397.76 EL:415.66

AutoCAD SHX Text

ICV

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text E

AutoCAD SHX Text

ICV

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ICV

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TOP EL: 439.34' 12"RCP INV IN: 435.01' 12"RCP INV OUT: 435.01'

AutoCAD SHX Text TOP EL: 439.08' 18"RCP INV IN: 432.76' 12"RCP INV IN: 429.35' 12"RCP INV IN:429.26' 6"PVC INV IN:429.62' 12"RCP INV OUT: 429.03'

AutoCAD SHX Text TOP EL: 437.34' 12"RCP INV IN: 432.74' 4"PVC INV IN: 433.81' 24"RCP INV IN:428.16' 24"RCP INV OUT: 428.05'

AutoCAD SHX Text TOP EL: 437.26' 8"DIP INV IN: 433.35' 24"RCP INV IN: 426.64' 24"RCP INV OUT: 426.53'

AutoCAD SHX Text

TOP EL: 439.53' 12"RCP INV IN: 434.75' 12"RCP INV OUT: 434.50'

AutoCAD SHX Text

TOP EL: 440.06' 12"RCP INV IN: 433.46' 12"RCP INV OUT: 433.35'

AutoCAD SHX Text TOP EL: 440.42' 12"RCP INV IN: 431.48' 6"PVC INV IN:436.42' 12"PVC INV IN:437.38' 12"RCP INV IN:431.47' 12"RCP INV OUT: 431.43'

AutoCAD SHX Text

FL-12"RCP=436.88'

AutoCAD SHX Text TOP EL: 429.38' 6"PVC INV IN:…

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File details come from the government source that posted it. Updated Jul 17, 2025.