Attachment 3 - Volume 2 Drawings.pdf
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- Solicitation number
- 36C77626R0104
About this file
This document is Volume 2 of construction drawings for the Electronic Health Record Modernization (EHRM) Infrastructure Upgrades project at the VA Alexandria Health Care System in Pineville, Louisiana (VA Project #502-21-222). The drawings represent 100% construction documents dated March 24, 2026, prepared by Apogee Consulting Group, P.A., and include civil, architectural, and utility infrastructure plans across a multi-building healthcare campus.
The civil drawings encompass site plans showing existing and new utility lines, duct bank installations for EHRM telecommunications infrastructure, and manhole/handhole locations throughout the facility. Key infrastructure elements include new EHRM-A and EHRM-B conduit lines with associated 4-inch conduits, existing utility mapping (water, fire water, gas, sanitary sewer, storm drain, steam, and underground telephone lines), erosion control details, and duct bank profiles at varying depths. The architectural drawings provide enlarged floor plans and telecom room specifications across 21 buildings, detailing room finish schedules, partition types, door schedules, and cable routing requirements. Construction notes establish contractor responsibilities for utility location verification via potholing and air/hydro excavation, maintaining one-way vehicular access during construction, coordinating with the VA Engineering Department, obtaining Louisiana One-Call notifications 48-120 hours before excavation, complying with SWPPP requirements, and restoring all disturbed surfaces to original conditions. The project requires coordination with utility companies, adherence to EM 385-1-1 safety fencing standards, and field adjustments to accommodate unforeseen underground conflicts with engineering approval.
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Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
/2
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G-001.2
COVER VOLUME 2
1 1MEL
ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
ALEXANDRIA VA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA 71360
MARCH 24, 2026
100% CONSTRUCTION DOCUMENTS
502-21-22220-398
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
ALEXANDRIA VA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA 71360
VA PROJECT #: 502-21-222
WVS
VOLUME 2
VOLUME 2 OF 4
SHEET LIST
SHEET NUMBER SHEET NAME DWG OF DWG
GENERAL
G-001.2 COVER VOLUME 2 1 1
CIVIL
C-001 LEGEND & GENERAL NOTES 1 18
C-100 OVERALL SITE PLAN 2 18
C-200 OVERALL EXISTING UTILITY SITE PLAN 3 18
C-201 PARTIAL SITE PLAN - EXISTING UTILITY LINES 4 18
C-202 PARTIAL SITE PLAN - EXISTING UTILITY LINES 5 18
C-203 PARTIAL SITE PLAN - EXISTING UTILITY LINES 6 18
C-204 PARTIAL SITE PLAN - EXISTING UTILITY LINES 7 18
C-300 OVERALL SITE PLAN - NEW EHRM LINES 8 18
C-301 PARTIAL SITE PLAN - NEW EHRM LINES 9 18
C-302 PARTIAL SITE PLAN - NEW EHRM LINES 10 18
C-303 PARTIAL SITE PLAN - NEW EHRM LINES 11 18
C-304 PARTIAL SITE PLAN - NEW EHRM LINES 12 18
C-400 DUCT BANK PROFILES - NEW EHRM LINES 13 18
C-401 DUCT BANK PROFILES - NEW EHRM LINES 14 18
C-402 DUCT BANK PROFILES - NEW EHRM LINES 15 18
C-500 EHRM MANHOLE, DUCT BANK, & PULL BOX DETAILS 16 18
C-501 MISC. SITE DETAILS 17 18
C-502 EROSION CONTROL DETAILS 18 18
ARCHITECTURAL
A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 51
A-002 PARTITION TYPES AND DETAILS 2 51
A-004 DOOR SCHEDULE 3 51
A-005 ROOM FINISH SCHEDULE, GENERAL NOTES AND ABBREVIATIONS 4 51
001.A-401 ENLARGED PLANS, BUILDING 1, FIRST FLOOR, TELECOM ROOM 103 5 51
001.A-402 ENLARGED PLANS, BUILDING 1, SECOND FLOOR, TELECOM ROOM 202 6 51
002.A-401 ENLARGED PLANS, BUILDING 2, FIRST FLOOR, TELECOM ROOM 133 7 51
002.A-402 ENLARGED PLANS, BUILDING 2, SECOND FLOOR, TELECOM ROOM 256 8 51
002.A-403 ENLARGED PLANS, BUILDING 2, THIRD FLOOR, TELECOM ROOM 359 9 51
002.A-404 ENLARGED PLANS, BUILDING 2, FOURTH FLOOR, TELECOM ROOM 424 10 51
003.A-401 ENLARGED PLANS, BUILDING 3, FIRST FLOOR, TELECOM ROOM 105 11 51
003.A-402 ENLARGED PLANS, BUILDING 3, SECOND FLOOR, TELECOM ROOM 205 12 51
003.A-403 ENLARGED PLANS, BUILDING 3, THIRD FLOOR, TELECOM ROOM 305 13 51
004.A-401 ENLARGED PLANS, BUILDING 4, FIRST FLOOR, TELECOM ROOM 102E 14 51
005.A-400 ENLARGED PLANS, BUILDING 5, GROUND FLOOR, TELECOM ROOM G06A 15 51
005.A-401 ENLARGED PLANS, BUILDING 5, FIRST FLOOR, TELECOM ROOM 110A 16 51
005.A-402 ENLARGED PLANS, BUILDING 5, SECOND FLOOR, TELECOM ROOM 212C 17 51
006.A-400 ENLARGED PLANS, BUILDING 6, BASEMENT, TELECOM ROOM 008 18 51
006.A-401 ENLARGED PLANS, BUILDING 6, FIRST FLOOR, TELECOM ROOM 101 19 51
006.A-402 ENLARGED PLANS, BUILDING 6, SECOND FLOOR, TELECOM ROOM 201 20 51
006.A-403 ENLARGED PLANS, BUILDING 6, THIRD FLOOR, TELECOM ROOM 310 21 51
007.A-401 ENLARGED PLANS, BUILDING 7, BASEMENT, COMPUTER ROOM 45B 22 51
007.A-402 ENLARGED PLANS, BUILDING 7, BASEMENT, COMPUTER ROOM 45B 23 51
007.A-403 ENLARGED PLANS, BUILDING 7, BASEMENT, TELECOM ROOM 17 24 51
007.A-404 ENLARGED PLANS, BUILDING 7, FIRST FLOOR, TELECOM ROOM 1A-184A 25 51
007.A-405 ENLARGED PLANS, BUILDING 7, FIRST FLOOR, TELECOM ROOM D-33 26 51
007.A-406 ENLARGED PLANS, BUILDING 7, FIRST FLOOR, TELECOM ROOM 1A-117 27 51
007.A-407 ENLARGED PLANS, BUILDING 7, SECOND FLOOR, TELECOM ROOM 267A 28 51
007.A-408 ENLARGED PLANS, BUILDING 7, SECOND FLOOR, TELECOM ROOM 2M4 29 51
007.A-409 ENLARGED PLANS, BUILDING 7, THIRD FLOOR, TELECOM ROOM 373D 30 51
007.A-410 ENLARGED PLANS, BUILDING 7, THIRD FLOOR, TELECOM ROOM 3M4 31 51
007.A-411 ENLARGED PLANS, BUILDING 7, FOURTH FLOOR, TELECOM ROOM 471A 32 51
007.A-412 ENLARGED PLANS, BUILDING 7, FOURTH FLOOR, TELECOM ROOM 402 33 51
008.A-401 ENLARGED PLANS, BUILDING 8, FIRST FLOOR 34 51
009.A-401 ENLARGED PLANS, BUILDING 9, FIRST FLOOR, TELECOM ROOM 35 51
009.A-402 ENLARGED PLANS, BUILDING 9, SECOND FLOOR, TELECOM ROOM 36 51
009.A-403 ENLARGED PLANS, BUILDING 9, THIRD FLOOR, TELECOM ROOM 37 51
013.A-401 ENLARGED PLANS, BUILDING 13, FIRST FLOOR 38 51
014.A-401 ENLARGED PLANS, BUILDING 14, FIRST FLOOR 39 51
015.A-401 ENLARGED PLANS, BUILDING 15, FIRST FLOOR, TELECOM ROOM 40 51
016.A-401 ENLARGED PLANS, BUILDING 16, FIRST FLOOR, TELECOM ROOM 110B 41 51
045.A-401 ENLARGED PLANS, BUILDING 45, FIRST FLOOR, TELECOM ROOM 173 42 51
045.A-402 ENLARGED PLANS, BUILDING 45, FIRST FLOOR, TELECOM ROOM 170 43 51
045.A-403 ENLARGED PLANS, BUILDING 45, SECOND FLOOR, TELECOM ROOM 272 44 51
045.A-404 ENLARGED PLANS, BUILDING 45, SECOND FLOOR, TELECOM ROOM 268 45 51
046.A-401 ENLARGED PLANS, BUILDING 46, THIRD FLOOR, TELECOM ROOM 302 46 51
049.A-401 ENLARGED PLANS, BUILDING 49, FIRST FLOOR, TELECOM ROOM 166 47 51
136.A-401 ENLARGED PLANS, BUILDING 136, FIRST FLOOR, TELECOM ROOM 3 48 51
142.A-401 ENLARGED PLANS, BUILDING 142, FIRST FLOOR, TELECOM ROOM 7B 49 51
147.A-401 ENLARGED PLANS, BUILDING 147, FIRST FLOOR, TELECOM ROOM 102 50 51
171.A-401 ENLARGED PLANS, BUILDING 171, FIRST FLOOR, TELECOM ROOM 108 51 51
W
AL
TE
R DAVID VAN SCOTER
REG. NO. 9953
Docusign Envelope ID: 7FA18971-B6F6-44A9-896C-7B85FF50EEA5
3/23/2026
C-001
GENERAL NOTES:
LEGEND & GENERAL NOTES
TREE PROTECTION NOTES:
THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ENGINEERING DEPARTMENT AT THE VA
PRIOR TO MOBILIZING ON SITE. TAMEKA TAYLOR - (318) 466-2409
CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT BASED ON CONTROL SHOWN ON THE
DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING & ESTABLISHING ADDITIONAL
CONTROL AS REQUIRED AS CONSTRUCTION PROGRESSES.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CREATING/ UPDATING AND SUBMITTING A SWPPP
SPECIFIC TO THE SITE AND THE SEQUENCE OF CONSTRUCTION FOR THIS PROJECT. CONTRACTOR
SHALL FILE A NOTICE OF INTENT WITH LA. D.E.Q. PRIOR TO BEGINNING CONSTRUCTION & PROVIDE
A COPY TO THE ENGINEER. THE CONTRACTOR SHALL FOLLOW BEST MANAGEMENT PRACTICES TO
MINIMIZE OFF-SITE SEDIMENTATION. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF
THE LAR 100000 GENERAL PERMIT FOR STORM WATER, GENERAL PERMIT FOR CONSTRUCTION
ACTIVITIES.
CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT.
AFTER EACH 0.5" RAINFALL EVENT, THE CONTRACTOR SHALL INSPECT EXISTING EROSION CONTROL
DEVICES FOR EFFECTIVENESS AND REPLACE AS NECESSARY IMMEDIATELY. THE CONTRACTOR’S
REPORT SHALL BE SUBMITTED TO THE ENGINEER WITHIN 2 DAYS OF EACH RAINFALL EVENT.
PHASING NOTES:
1.
2.
3.
UTILITY NOTES (DUCT BANK):
4.
5.
6.
7.
8.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY AND ACCEPTABILITY OF THE
SUBGRADE AND EMBANKMENTS EVEN AFTER CONDITIONAL ACCEPTANCE BY THE ENGINEER.
CONSTRUCTION ACTIVITIES WHICH MAY CAUSE SUBSEQUENT SUBGRADE OR EMBANKMENT DAMAGE OR
DEGRADATION SHALL BE AVOIDED. CONTRACTOR SHALL CORRECT DEGRADED AREAS TO THE ORIGINAL
COMPACTION REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. PRIOR TO INSTALLING THE
SUBSEQUENT EMBANKMENT LIFTS OR PAVEMENT WORK. OWNER RESERVES THE RIGHT TO PERFORM
ADDITIONAL TESTING OF IN-PLACE WORK TO ENSURE COMPLIANCE WITH THE SPECIFICATION.
MAINTENANCE: THE CONTRACTOR SHALL PROTECT THE COMPLETED SUBBASE COURSE FROM DAMAGE
FROM THE CONTRACTOR’S OPERATIONS TO PREVENT CONTAMINATION, SEGREGATION, SOFT SPOTS, WET SPOTS, LAMINATIONS AND OTHER DEFICIENCIES, AND SHALL SATISFACTORILY MAINTAIN THE COMPLETED
COURSE TO THE LINES AND GRADES SHOWN ON THE PLANS. ANY DAMAGED COURSE SHALL BE REPAIRED
BY THE CONTRACTOR AT NO COST TO OWNER. IF PATCHING OF THE COURSE IS REQUIRED, IN ADDITION
TO REMOVING DAMAGED OR UNSOUND COURSE, THE CONTRACTOR SHALL REMOVE A SUFFICIENT
WIDTH AND DEPTH OF COURSE TO ENSURE SATISFACTORY PLACEMENT OF PATCHING MATERIAL.
EXISTING DATA SHOWN IS FROM "RECORD DRAWINGS" OR FIELD SURVEYS. CONTRACTOR SHALL LOCATE
AND VERIFY LOCATION & DEPTH OF BURIED UTILITIES PRIOR TO EXCAVATION.
TRENCH SAFETY:
EXISTING TOPO
DESIGN
EXISTING TOPO
DESIGN
LEGEND
ANY LANDSCAPING OR OTHER EXISTING FEATURES DISTURBED BY WORK UNDER THIS CONTRACT
WILL BE RESTORED TO EXISTING CONDITIONS BY THE CONTRACTOR.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PLACEMENT OF
ANY UTILITY WORK, AND SHALL PROTECT UTILITIES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR
DAMAGE ACCORDING TO CURRENT LOCAL STANDARDS AND AT THE CONTRACTOR’S EXPENSE. THE CONTRACTOR
SHALL COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY OR VA.
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL NECESSARY PERMITS, AND PAY ALL
FEES ASSOCIATED WITH THIS PROJECT PRIOR TO BEGINNING WORK.
WHEN DOING ROADWAY OR SIDEWALK REPAIRS THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION
BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE
NECESSARY. ALL UTILITY WORK AND TESTING SHALL BE COMPLETE PRIOR TO INSTALLATION OF PAVEMENT.
ALL CONSTRUCTION DAMAGE TO EXISTING FEATURES, SHALL BE REPLACED WITH LIKE MATERIALS AT
CONTRACTOR’S EXPENSE AND TO THE SATISFACTION OF THE OWNER.
EXCESS MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY
FROM THE OWNER’S PROPERTY AT NO ADDITIONAL COST IN A LEGAL MANNER.
THE CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT DRAWINGS AVAILABLE FOR REVIEW ON THE JOB
SITE FOR DISTRIBUTION TO THE DESIGNER UPON COMPLETION.
PROVIDE FENCING ALONG THE CONSTRUCTION SITE AND AT ALL OPEN EXCAVATIONS AND TUNNELS TO
CONTROL ACCESS BY UNAUTHORIZED PERSONNEL. SAFETY FENCING MUST BE HIGHLY VISIBLE TO BE SEEN
BY PEDESTRIANS AND VEHICULAR TRAFFIC. ALL FENCING MUST MEET THE REQUIREMENTS OF EM 385-1-1.
REMOVE THE FENCE UPON COMPLETION AND ACCEPTANCE OF THE WORK. CHAIN LINK PANEL FENCING
TEMPORARY PANEL FENCING MUST BE GALVANIZED STEEL CHAIN LINK PANELS 1.8 M, 6 FEET HIGH. MULTIPLE
FENCING PANELS MAY BE LINKED TOGETHER AT THE BASES TO FORM LONG SPANS AS NEEDED. EACH
PANEL BASE MUST BE WEIGHTED DOWN USING SAND BAGS OR OTHER SUITABLE MATERIALS IN ORDER
FOR THE FENCING TO WITHSTAND ANTICIPATED WINDS WHILE REMAINING UPRIGHT. FENCING MUST REMAIN
RIGID AND TAUT WITH A MINIMUM OF 90.7 KG 200 POUNDS OF FORCE EXERTED ON IT FROM ANY DIRECTION
WITH LESS THAN 100 MM 4 INCHES OF DEFLECTION. COMPLETELY REMOVE FENCING AT THE COMPLETION OF
CONSTRUCTION AND RESTORE SURFACES DISTURBED OR DAMAGED TO ITS ORIGINAL CONDITION.
COORDINATE WITH BUILDING PLANS FOR CABLE REQUIREMENTS TO BE PULLED IN CONDUIT
BANK UNDER THIS CONTRACT.
THE DESIGN TEAM AND VA HAVE LOCATED AND SHOWN UNDERGROUND
UTILTIES AS PER EXISITNG RECORDS. THE CONTRACTOR SHALL FIELD VERIFY
ALL UNDERGROUND CONFLICTS (DEPTHS AND LOCATIONS OF THOSE SHOWN
AND NOT SHOWN). THE CONTRACTOR SHALL HAVE A SPOTTER TO LOCATE
UTILITIES VISUALLY AND WITH A PROBE. THE CONTRACOR SHALL REPAIR
AND/OR REPLACE ALL DAMAGED UTILITIES AND STRUCTURES AT NO ADDITIONAL
COST TO GOVERMENT.
TOPS OF ALL NEW EHRM MANHOLES AND PULL BOXES SHALL BE
FINISHED FLUSH WITH FINAL GRADES. TOP OF MANHOLE ELEVATIONS
ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED.
DEPTHS OF SOME EXISTING UTILITY LINES ARE UNKNOWN. THE CONTRACTOR
SHALL UNCOVER AND VERIFY DEPTHS OF ALL EXISTING UTILITIES AND
OTHER POTENTIAL UNDERGROUND CONFLICTS PRIOR TO PLACING ANY
NEW EHRM DUCT BANK LINES. CONTRACTOR SHALL REPORT ALL CONFLICTS,
MAJOR AND MINOR CONFLICTS FOR FORMAL DOCUMENTION OF CONFLICT.
THE ENGINEER SHALL BE NOTIFIED TO DETERMINE AN ALTERNATIVE SOLUTION
PRIOR TO ANY WORK BEING DONE IN THAT SECTION.
CONTRACTOR CAN FIELD ADJUST ANY NEW EHRM LINE WORK AS
REQ’D IN THE FIELD WITH APPROVAL BY THE ENGINEER OR AS ALLOWED IN PLANS.
NEW DUCT BANK SHALL BE INSTALLED WITH A MIN. OF 12" VERTICAL CLEARANCES
BETWEEN EXISTING UTILITY LINES. NOTIFY ENGINEER OF ANY CONFLICTS
NOT NOTED ON PLANS AND RECORD DEPTH AND LOCATION OF CROSSINGS ON
RED LINE RECORD DRAWINGS.
TYPICAL DEPTH OF COVER FOR DUCT BANKS WILL BE 4 FEET.
ADJUST DEPTH AS REQUIRED TO AVOID CONFLICTS. DEPTHS OUTSIDE OF
3’ TO 6’ DEPTH OF COVER WILL REQUIRE ENGINEER AND VA APPROVAL.
PROTECT TREES TO BEYOND DRIPLINE WITHIN THE PROJECT SITE WHICH MIGHT BE DAMAGED
DURING DEMOLITION OR CONSTRUCTION, AND WHICH ARE INDICATED TO BE LEFT IN PLACE,
BY A 1.8 M 6 FOOT HIGH SAFETY FENCING. ERECT AND SECURE FENCE A MINIMUM OF 1.5 M 5 FEET FROM
THE TRUNK OF INDIVIDUAL TREES OR FOLLOW THE OUTER PERIMETER OF BRANCHES OR CLUMPS
OF TREES. REPLACE ANY TREE DESIGNATED TO REMAIN THAT IS DAMAGED DURING THE WORK
UNDER THIS CONTRACT WITH LIKE-KIND OR AS APPROVED BY THE CONTRACTING OFFICER.
IMMEDIATELY REPAIR ALL DAMAGE TO EXISTING TREES AND SHRUBS BY TRIMMING, CLEANING, AND PAINTING WITH ANTISEPTIC TREE PAINT. DO NOT STORE BUILDING MATERIALS OR
PERFORM CONSTRUCTION ACTIVITIES CLOSER TO EXISTING TREES OR SHRUBS THAN THE
FARTHEST ENTENSION OF THEIR LIMBS.
NEW EHRM-A LINE
NEW EHRM-B LINE
NEW EHRM MANHOLE
NEW EHRM HANDHOLE
EHRM-B
EHRM-A
CONTROL POINT
UGE
W
OHE
G
LEGEND:
UGS
STL
SS
FW
CO
UGE
SS
SS
RCP
RCP
RCP
UGS
STL
MH#
PINE HARD WOOD
XX X
WATER LINE
FIRE WATER LINE
GAS LINE
UNDERGROUND TELEPHONE
OVERHEAD ELECTRIC LINE
SANITARY SEWER LINE
EHRM/SIGNAL LINE
STEAM LINE
STORM DRAIN PIPE
STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
FIRE HYDRANT
WATER VALVE
POWER POLE W/ GUY
ELECTRICAL BOX OR PEDESTAL
EHRM/SIGNAL MANHOLE
ELECTRICAL MANHOLE
SEWER MANHOLE
SEWER CLEANOUT
STEAM MANHOLE
FENCE
STREET LIGHT POLE
STREET SIGN
BUILDING SIGN
FLAG POLE
STORM DRAIN HEADWALL
CENTERLINE DRAINAGE DITCH
BUILDINGS
TREES
PIPE BOLLARDS
CONCRETE CURB & GUTTER
SAWCUT, REMOVE & REPLACE PAVEMENTEHRM
JACK & BORE OR TUNNELEHRM
PRIOR TO MOBILIZATION TO SITE, THE CONTRACTOR SHALL PRESENT A COMPREHENSIVE PHASING PLAN
WHICH COORDINATES WITH THE PROJECT SCHEDULE.
THE PHASING PLAN WILL INCLUDE A PLAN TO ACCOMMODATE TRAFFIC FLOW AND SEQUENCING, COMPLETE
WITH TEMPORARY SIGNAGE PLAN, AS REQUIRED.
ALL FACILITIES MUST MAINTAIN AT A MINIMUM ONE WAY VEHICULAR ACCESS DURING CONSTRUCTION. IF
THIS IS NOT POSSIBLE THEN THE VA MUST REVIEW AND APPROVE.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
SEEDING, MULCHING AND FERTILIZATION IS REQUIRED TO REPLACE EXISTING GRASS AS DISTURBED DURING
CONSTRUCTION. SOIL SAMPLING AND AMENDMENT MAY BE REQUIRED TO ESTABLISH GRASS GROWTH. GRASS
COVERAGE OF 95% OR MORE IS REQUIRED. WATER AS NEEDED THROUGH WARRANTY PERIOD.
AS-BUILT DRAWINGS, SURVEYS AND EXTENSIVE FIELD INVESTIGATION WERE USED TO PRODUCE
THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING ALL ROUTES PRIOR
TO CONSTRUCTION OF ANY NEW CONDUIT BANKS. THE CONTRACTOR MUST USE ALL
MEANS NECESSARY INCLUDING SUE, POTHOLING AND AIR OR HYDRO EXCAVAITON TO IDENTIFY ANY
CONFLICTS/OBSTRUCTIONS. IF ANY ARE DISCOVERED, THE CONTRACTOR WILL PROVIDE
PROPOSED ADJUSTMENTS TO AVOID THESE CONFLICTS/OBSTRUCTIONS. ALL PROPOSED
ADJUSTMENTS WILL REQUIRE ENGINEER AND VA APPROVAL PRIOR TO CONSTRUCTION.
EXCAVATIONS LESS THAN 5 FT (1.5 M) IN DEPTH AND WHICH A CP (COMPETENT PERSON) EXAMINES, DETERMINES AND DOCUMENTS THAT THERE IS NO POTENTIAL FOR CAVE-IN DO NOT REQUIRE
PROTECTIVE SYSTEMS, HOWEVER, A FIXED MEANS OF EGRESS SHALL BE PROVIDED.
SLOPING OR BENCHING OF THE GROUND SHALL BE IN ACCORDANCE WITH 31 20 00 EXCAVATION.
SUPPORT SYSTEMS SHALL BE IN ACCORDANCE WITH 31 20 00 EXCAVATION.
PROTECTIVE SYSTEMS SHALL HAVE THE CAPACITY TO RESIST WITHOUT FAILURE ALL LOADS THAT
ARE INTENDED OR COULD REASONABLY BE EXPECTED TO BE APPLIED TO THE SYSTEM.
SHORING SHALL BE USED FOR UNSTABLE SOIL OR DEPTHS GREATER THAN 5 FT (>1.5 M) UNLESS
BENCHING, SLOPING, OR OTHER ACCEPTABLE PLAN IS IMPLEMENTED BY THE CONTRACTOR AND
ACCEPTED BY THE GOVERNMENT.
EXCAVATION PERMIT IS REQUIRED AND CAN BE OBTAINED FROM THE FACILITY SAFETY OFFICE.
S
TA
OF LOUISIANA
PROFESSIONAL ENGINEER
IN
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
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E R
D R
IV
E
J. BALDWIN MCCOMB
S O
L A
R F
A R
M R
O A
D
W E
L L
N E
S S
L A
N E
L
NEW CLINIC AREA
O A
K V
IE
W
D R
IV
E
V E
T E
R A
N S
L O
O P
S C
E N
IC
V
IE
W
R O
A D
S C
E N
IC
V
IE
W
R O
A D
SOUTH ENTRANCE
MAIN ENTRANCE
NORTH ENTRANCE
O A
K V
IE
W
D R
IV
E
S C
E N
IC
V
IE
W
R O
A D
S C E N
IC
V
IE
W
R O
A
DSCENIC VIEW
ROAD
CHLORINE BLDG.
T
8 8A
SCENIC VIEW ROAD
VETERANS LOOP
CONTRACTOR SHALL COORDINATE ALL
WORK WITH THE VA HOSPITAL ENGINEERING
OFFICE.
ALL ASPHALT ROADWAYS AND PARKING AREAS
SHALL BE OPEN CUT AND RESTORED TO
ORIGINAL CONDITIONS.
ALL CONCRETE SIDEWALKS AND SURFACES
ORIGINAL CONDITIONS.
LEGEND:
NEW EHRM-A LINE
BUILDINGS IN CONTRACT
EXISTING EHRM/SIGNAL LINE
EXISTING EHRM/SIGNAL MANHOLE
NEW EHRM MANHOLE
A
B
6 - 4" CONDUITS
4 - 4" CONDUITS
+ CONTROL POINT
NEW EHRM HANDHOLE
DUCT BANK LEGEND:
UGS
EHRM-1
MH#
100% CONSTRUCTION DOCUMENTS
MARCH 24, 2026
NORTH
200FT 50 00
SCALE: 1" = 100’
100 100
OVERALL SITE PLAN
C-100
OVERALL SITE PLAN
CONTROL POINT #2
IRON ROD W/ PLASTIC CAP
N=311946.6090 E=3300617.2010
ELEV.=160.94
CONTROL POINT #12003
IRON ROD W/ PLASTIC CAP
N=311356.1340 E=3299572.0900
ELEV.=156.97
CONTROL POINT #12002
IRON ROD W/ PLASTIC CAP
N=310931.0750 E=3300628.2600
ELEV.=147.94
CONTROL POINT #12001
IRON ROD W/ PLASTIC CAP
N=310318.5900 E=3300544.6680
ELEV.=153.04
CONTROL POINT #1029
IRON ROD W/ PLASTIC CAP
N=311179.9930 E=3300233.4410
ELEV.=159.88
CONC.
PARKING
STONE
PARKING
STONE
PARKING
ASPHALT PARKING
CONC.
PARKING
STONE
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC. PARKING
CONC. PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
ASPHALT DRIVE
ASPHALT DRIVE
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC. PARKING
LEGEND OF MAIN BUILDINGS
8A
E85
ADMINISTRATION
GENERAL MEDICAL
ADMIN./CLINICAL
DIETETICS
ADMINISTRATION
N.H.C.U.#2
MEDICAL/SURGICAL
CANTEEN/RECREATION
CANTEEN RETAIL STORE
PSYCHIATRIC
BOILER PLANT
FIRE DEPARTMENT
LAUNDRY
N.H.C.U.#1
CHAPEL
VETERANS RECOVERY
& WELLNESS CENTER
WAREHOUSE
SECURITY
FUELING STATION
COVERED PARKING
C O
N C
D
R
IV
E
C O
N C
. D R
IV
E
COVERED CONC. SIDEWALK
CONC.
PARKING
E C
IDE
LK
COVER D ONC S
WA
COVERED CONC. SIDEWALK
SHEET NOTES:
X
X
X X
X
XXX
X X
X X
X X
X
X XX XX XX
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
3 2
40 41147
XX XX XX XX
X
X X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X
X
X X
XX
X X
X
X
X
X
X
X
X
XX
XX
X X
X
XX
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T120
T117
V E
T E
R A
N S
L O
O P
VETERANS
LOOP
VETERANS LOOP
C
H
IL
L E
R D
R
IV
E
E
L
N E
SCENIC VIEW ROAD
SCENIC VIEW ROAD
C H
A P
E L
D R
IV
E
CHAPEL DRIVE
VETERANS LOOP
VETERANS LOOP
VETERANS LOOP
O A
K V
IE
W
D R
IV
E
VETERANS LOOP
O A
K V
IE
W
D R
IV
E
8A
U.S . H
W Y 7
U.S. HWY 71
U.S. HWY 71
X
X
X X
W E
L L
N E
S S
L A
N E
V E
T E
R A
N S
L O
O P
E X
E C
U T
IV
E
C T
S C
E N
IC
V
IE
W
R O
A D
X
X
X
X
X
X
X
X
X X
X X
X X
X
X
X
X X
X
X
X
X
X X
X
X X
X X
X
S
TA
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED DUE TO HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.
UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY
Know what’s before you dig below Call
CALL LOUISIANA ONE CALL - JUST DIAL 811
LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS
AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL
NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN
ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/
OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA
OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR
DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
T
T
T
HELI
PAD
D
A A
C
1E
O O
N
N
MM
J
I
G
E
P
K
J
M1
N1
N2
M2
M3
B
G1
E1
PARKING
CONCRETE
N3
N4
DAV
X X
X
X
X
X X
X X
X
X X X
C O
N C
R E
T E
P A
R K
IN
G
L O
T
JA
C
IE
D
R
IV
E C
O N
C P
A D
GRAVEL DRIVE
H
T
G1
MOTORCYCLE
PARKING
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
EX
IS
TI
N
G
UN
DE
RG
RO
UN
D
ST
O
R A
G E
TA
NK
S
EX
IS
TI
N
G
M O
B
IL
E
B U
IL
D
IN
G
LO
A
D
S U
S T
A
IN
N E
R A
T
C
IL
BUILDING
C O
V E
R E
D P
A R
K
IN
G
E85
P A
T
IE
N T
P A
R K
IN
G
W E
L L
N E
S S
L A
N E
VETERANS LOOP
VETERANS LOOP
W A
R E
H O
U S
E D
R
IV
E
VETERANS LOOP
VETERANS LOOP
V E T E R
A N
S L
O O
P
CHAPEL DRIVE
O A
K V
IE
W
D R
IV
E
US HWY 71
US HWY 71
US HWY 71 TO SHREVEPORT
PUMP HOUSE ROAD
V E
T E
R A
N S
L O
O P
VETERANS LOOP
US HWY 71
LOUISIANA
VETERANS
LOUISIANA
C H
A P
E L
D R
IV
E
E L
A N
E
E L
A N
E
V E
T E
R A
N S
L O
O P
IN
D
U
STRIA
L RO
W
O A
K V
IE
W
D R
IV
E
V E T E R A
N S L
O O
P
C H
IL
L
E R
D R
IV
E
J. BALDWIN MCCOMB
S O
L A
R F
A R
M R
O A
D
W E
L L
N E
S S
L A
N E
L
NEW CLINIC AREA
O A
K V
IE
W
D R
IV
E
V E
T E
R A
N S
L O
O P
S C
E N
IC
V
IE
W
R O
A D
S C
E N
IC
V
IE
W
R O
A D
SOUTH ENTRANCE
MAIN ENTRANCE
NORTH ENTRANCE
O A
K V
IE
W
D R
IV
E
S C
E N
IC
V
IE
W
R O
A D
S C E N
IC
V
IE
W
R O
A
DSCENIC VIEW
ROAD
CHLORINE BLDG.
T
8 8A
SCENIC VIEW ROAD
VETERANS LOOP
SHEET LAYOUT
CONTRACTOR SHALL COORDINATE ALL
ORIGINAL CONDITIONS.
LEGEND:
NEW EHRM-A LINE
BUILDINGS IN CONTRACT
EXISTING EHRM/SIGNAL LINE
EXISTING EHRM/SIGNAL MANHOLE
NEW EHRM MANHOLE
A
B
6 - 4" CONDUITS
4 - 4" CONDUITS
+ CONTROL POINT
UGS
EHRM-1
MH#
NORTH
SCALE: 1" = 100’
100 100
OVERALL EXISTING SITE UTILITY PLAN
C-200
OVERALL EXISTING UTILITY SITE PLAN
MH#10
MH#11
MH#12
MH#13
MH#9
MH#16
MH#15
MH#20
MH#17
MH#1
MH#2
MH#3
MH#4
MH#5
MH#6
MH#7
MH#
MH#18
MH#19
LEGEND OF MAIN BUILDINGS
8A
E85
ADMINISTRATION
GENERAL MEDICAL
ADMIN./CLINICAL
DIETETICS
ADMINISTRATION
N.H.C.U.#2
MEDICAL/SURGICAL
CANTEEN/RECREATION
CANTEEN RETAIL STORE
PSYCHIATRIC
BOILER PLANT
FIRE DEPARTMENT
LAUNDRY
N.H.C.U.#1
CHAPEL
VETERANS RECOVERY
& WELLNESS CENTER
WAREHOUSE
SECURITY
FUELING STATION
COVERED PARKING
CONC.
PARKING
STONE
PARKING
STONE
PARKING
ASPHALT PARKING
CONC.
PARKING
STONE
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC. PARKING
CONC. PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
ASPHALT DRIVE
ASPHALT DRIVE
CONC.
PARKING
CONC.
PARKING
CONC.
PARKING
CONC. PARKING
BUILDINGS IN CONTRACT
LEGEND:
UTILITY STATEMENT:
GROUND UTILITIES.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
CONTROL POINT #2
IRON ROD W/ PLASTIC CAP
N=311946.6090 E=3300617.2010
ELEV.=160.94
CONTROL POINT #12002
IRON ROD W/ PLASTIC CAP
N=310931.0750 E=3300628.2600
ELEV.=147.94
CONTROL POINT #12003
IRON ROD W/ PLASTIC CAP
N=311356.1340 E=3299572.0900
ELEV.=156.97
CONTROL POINT #1029
IRON ROD W/ PLASTIC CAP
N=311179.9930 E=3300233.4410
ELEV.=159.88
CONTROL POINT #12001
IRON ROD W/ PLASTIC CAP
N=310318.5900 E=3300544.6680
ELEV.=153.04
COCOCOCOCO
X
X
X X
X
XXX
X X
X X
X X
X
X XX XX XX
CO
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
3 2
40 41147
CO
XX XX XX XX
X
X X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
COCOCOCOCOCOCO
X
X X
X
X X
X
X X
XX
X X
X
X
X
X
X
X
X
XX
XX
X X
X
XX
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T120
T117
V E
T E
R A
N S
L O
O P
VETERANS
LOOP
VETERANS LOOP
C
H
IL
L E
R D
R
IV
E
E
N E
SCENIC VIEW ROAD
SCENIC VIEW ROAD
C H
A P
E L
D R
IV
E
CHAPEL DRIVE
VETERANS LOOP
VETERANS LOOP
VETERANS LOOP
O A
K V
IE
W
D R
IV
E
VETERANS LOOP
O A
K V
IE
W
D R
IV
E
8A
F W
F W
FW
FWFWFWFW
W
W
W
W
W
W
W
W
FW
FW FW FW FW FW FW
FW
FW
FW
FW FW
F W
F W
F W
F W
F W
F W
F W
F W
F W
CO
UGEUGE UGE UGEUGE UGE UGEUGE UGE UGE
UGE
UGE
UGE
UGE
U G
E
UGE
U G
E U
G E
U G
E
UGE
U G
E U
G E
UGE
UGEUGE UGEUGEUGE UGEUGEUGE
U G
E
U G
E
UGE
UGE UGE UGE
UGE UGE
UGE
UGE
UGE
UGE UGE
UGE
STLSTL
STL
STL
STL
STL
S T
L S
T L
STL
STL
STL
S T
L
S T
L
STL
STL
STL
STL
S T
L
S T
L
S T
L
S T
L
S T
L
S T
L
STL
STL
STL
STL
STL
S T
L
S T
L
S T
L
STL
U G
E
U G
E
U G
E
UGE
S S
S S
SS
SS SS SS
S S
S S
S S
SS SS SS SS SS SS
S S
W
F W
F W
F W
W
W
F W
F W
F W
W W
W W
WW W W WW
S S
S S
S S
S S
SS
F W
F W
F W
F W
W
S S
S S
S S
S S
SS
SS
S S
S S
U.S . H
W Y 7
U.S. HWY 71
U.S. HWY 71
UGE
UGE
UGE
UGEUGE UGE
S T
L
U G
E
UGE
F W
F W
F W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W
SS
SS
SS
S S
S S
SS
SS
SS
S S
SS
SS
SS
SS SS SSSS SS
X
X
X X
F W
F W
W E
L L
N E
S S
L A
N E
V E
T E
R A
N S
L O
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U G
S
UGS
U G
S
U G
S
UGS
UGS
U G
S
U G
S
U G
S
U G
S
U G
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UGS
UGS
UGS
UGS
UGS
U G
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U G
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UGS
U G
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U G
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UGS
UGS UGS UGS
U G
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UGS
UGS
U G
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UGS
UGS
UGS
U G
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U G
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UGS
UGS
UGS
UGS
UGS
UGS
UGS
UGS
U G
S
U G
S
U G
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U G
S
U G
S
UGS
UGS
UGS
U G
S
U G
S
U G
S
U G
S
U G
S
UGS
UGS
U G
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U G
S
E X
E C
U T
IV
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C T
S C
E N
IC
V
IE
W
R O
A D
S S
S S
SS
S S
S S
S S
SS
SS
SS
S S
S S
S S
S S
S S
SS
S S
S S
S S
SS
S S
S S
S S
S S
S S
S S
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 G
E U
G E
UGE UGE UGE UGE
UGE
UGE
S S
STL
STL
S T
L S
T L
O H
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O H
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O H
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S S
S S
S S
S S
S S
S S
S S
S S
S S
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U G
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U G
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UGE
U G
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U G
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SS
SS
S S
S S
S S
S S
SS
SS
SS
SS
S S
SS
S S
S S
SS
P
V C
P
V C
12" CMP
P
V C
P V
C
P
V C
P
V C
6" P
VC
P
V C
8" P V
C
6" PVC
P
V C
P
V C
16" PVC
R
C P
8" PVC
P
V C
8" PVC
P
V C
P
V C
16" PVC
36" RCP36" RCP
36" R
CP
36" RCP
P
V C
36" MP
P
V C
P
V C
12" PVC
P
V C
12" CMP
P
V C
P
V C
P V
C
P
V C
8" PVC
8" PVC
12" P V
C
12" PVC
12" PVC
" P
V C
P
V C
12" R
CP
R
C P
10" SS
SS
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O H
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U G
S
UGS
UGS
UGS
UGS
UGS
UGS
UGS
UGS
UGS
UGS
U G
S
P
V C
P
V C
12" PVC
12" P V
C
" R
C P
18" R C
P
18" RCP
12" RCP
12" RCP
" P
V C
P
V C
U G
E
U G
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U G
E
UGE
UGE
UGE UGE
U G
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U G
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U G
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U G
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UGE
U G
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U G
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U G
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12" M P
" P
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" M
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8" P
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6" M P
" M
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8" PVC
8" PVC
8" PVC
12" PVC
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M
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8" P V
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12" 12" 12"
FW
F W
S
TA
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
SHEET NOTES:
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED DUE TO HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.
UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY
Know what’s before you dig below Call
CALL LOUISIANA ONE CALL - JUST DIAL 811
LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS
AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL
NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN
ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/
OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA
OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR
DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
T
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US HWY 71
US HWY 71 TO SHREVEPORT
PUMP HOUSE ROAD
V E
T E
R A
N S
L O
O P
VETERANS LOOP
US HWY 71
LOUISIANA
VETERANS
LOUISIANA
C H
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IE
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A
DSCENIC VIEW
ROAD
CHLORINE BLDG.
T
8 8A
SCENIC VIEW ROAD
VETERANS LOOP
CONTRACTOR SHALL COORDINATE ALL
ORIGINAL CONDITIONS.
LEGEND:
NEW EHRM-A LINE
BUILDINGS IN CONTRACT
EXISTING EHRM/SIGNAL LINE
EXISTING EHRM/SIGNAL MANHOLE
NEW EHRM MANHOLE
6 - 4" CONDUITS
4 - 4" CONDUITS
CONTROL POINT
100% CONSTRUCTION DOCUMENTS
# KEY NOTES:
80FT 20 00
C-201
MH#11
MH#12
MH#13
SCALE: 1" = 40’
PARTIAL SITE PLAN - EXISTING UTILITY LINES
PARTIAL SITE PLAN -
EXISTING UTILITY LINES
MH#10
LEGEND OF MAIN BUILDINGS
8A
E85
ADMINISTRATION
GENERAL MEDICAL
ADMIN./CLINICAL
DIETETICS
ADMINISTRATION
N.H.C.U.#2
MEDICAL/SURGICAL
CANTEEN/RECREATION
CANTEEN RETAIL STORE
PSYCHIATRIC
BOILER PLANT
FIRE DEPARTMENT
LAUNDRY
N.H.C.U.#1
CHAPEL
VETERANS RECOVERY
& WELLNESS CENTER
WAREHOUSE
SECURITY
FUELING STATION
COVERED PARKING
M A
T C
H L
IN
E
B
-B
S
H E
T
C
-2
MATCH LINE "A-A" SEE SHEET C-202
UTILITY STATEMENT:
GROUND UTILITIES.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
C O
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C O
C O
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X X
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8"
8"
6"
8"
8"
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8"
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F W
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S T
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S T
L
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UGFO
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UGFO
UGFO
UGFO
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S
W W W W
W F
W
12" 12" 12"
FW
S
TA
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED DUE TO HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.
UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY
Know what’s before you dig below Call
CALL LOUISIANA ONE CALL - JUST DIAL 811
LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS
AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL
NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN
ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/
OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA
OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR
DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
T
T
T
HELI
PAD
D
A A
C
1E
O O
N
N
MM
J
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M2
M3
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IE
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GRAVEL DRIVE
H
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PARKING
X
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W E
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VETERANS LOOP
V E T E R
A N
S L
O O
P
CHAPEL DRIVE
O A
K V
IE
W
D R
IV
E
US HWY 71
US HWY 71
US HWY 71 TO SHREVEPORT
PUMP HOUSE ROAD
V E
T E
R A
N S
L O
O P
VETERANS LOOP
US HWY 71
LOUISIANA
VETERANS
LOUISIANA
C H
A P
E L
D R
IV
E
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A N
E
E L
A N
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V E
T E
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L O
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IN
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W
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W
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IV
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V E T E R A
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IV
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J. BALDWIN MCCOMB
S O
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R F
A R
M R
O A
D
W E
L L
N E
S S
L A
N E
L
NEW CLINIC AREA
O A
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T E
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L O
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MAIN ENTRANCE
NORTH ENTRANCE
O A
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W
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V
IE
W
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A D
S C E N
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V
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W
R O
A
DSCENIC VIEW
ROAD
CHLORINE BLDG.
T
8 8A
SCENIC VIEW ROAD
VETERANS LOOP
SHEET LAYOUT
CONTRACTOR SHALL COORDINATE ALL
ORIGINAL CONDITIONS.
LEGEND:
NEW EHRM-A LINE
BUILDINGS IN CONTRACT
EXISTING EHRM/SIGNAL LINE
EXISTING EHRM/SIGNAL MANHOLE
NEW EHRM MANHOLE
6 - 4" CONDUITS
4 - 4" CONDUITS
CONTROL POINT
NORTH
MH#5
MH#4
MH#3
MH#6
MH#7
C-202
SCALE: 1" = 40’
PARTIAL SITE PLAN - EXISTING UTILITY LINES
PARTIAL SITE PLAN -
EXISTING UTILITY LINES
MH
MH#2
MH#14
LEGEND OF MAIN BUILDINGS
8A
E85
ADMINISTRATION
GENERAL MEDICAL
ADMIN./CLINICAL
DIETETICS
ADMINISTRATION
N.H.C.U.#2
MEDICAL/SURGICAL
CANTEEN/RECREATION
CANTEEN RETAIL STORE
PSYCHIATRIC
BOILER PLANT
FIRE DEPARTMENT
LAUNDRY
N.H.C.U.#1
CHAPEL
VETERANS RECOVERY
& WELLNESS CENTER
WAREHOUSE
SECURITY
FUELING STATION
COVERED PARKING
M A
T C
H L
IN
E
C
-C
S
E
MATCH LINE "A-A" SEE SHEET C-201
MH
UTILITY STATEMENT:
GROUND UTILITIES.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
C O
C O
C O
C O
C O
X
X
X X
X
XXX
3 2
40147
C O
XX XX XX XX
X
X X X
X X
X
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X
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C O
C O
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C H
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D R
IV
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VETERANS LOOP
VETERANS LOOP VETERANS LOOP
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36" R
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S
TA
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED DUE TO HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.
UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY
Know what’s before you dig below Call
CALL LOUISIANA ONE CALL - JUST DIAL 811
LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS
AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL
NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN
ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/
OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA
OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR
DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
T
T
T
HELI
PAD
D
A A
C
1E
O O
N
N
MM
J
I
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P
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N2
M2
M3
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G1
E1
PARKING
CONCRETE
N3
N4
DAV
X X
X
X
X
X X
X X
X
X X X
C O
N C
R E
T E
P A
R K
IN
G
L O
T
JA
C
IE
D
R
IV
E C
O N
C P
A D
GRAVEL DRIVE
H
T
G1
MOTORCYCLE
PARKING
X
X
X
X
X
X X
X
X
X X
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X
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IN
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R A
T
C
IL
BUILDING
C O
V E
R E
D P
A R
K
IN
G
E85
P A
T
IE
N T
P A
R K
IN
G
W E
L L
N E
S S
L A
N E
VETERANS LOOP
VETERANS LOOP
W A
R E
H O
U S
E D
R
IV
E
VETERANS LOOP
VETERANS LOOP
V E T E R
A N
S L
O O
P
CHAPEL DRIVE
O A
K V
IE
W
D R
IV
E
US HWY 71
US HWY 71
US HWY 71 TO SHREVEPORT
PUMP HOUSE ROAD
V E
T E
R A
N S
L O
O P
VETERANS LOOP
US HWY 71
LOUISIANA
VETERANS
LOUISIANA
C H
A P
E L
D R
IV
E
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A N
E
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A N
E
V E
T E
R A
N S
L O
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IV
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D R
IV
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J. BALDWIN MCCOMB
S O
L A
R F
A R
M R
O A
D
W E
L L
N E
S S
L A
N E
L
NEW CLINIC AREA
O A
K V
IE
W
D R
IV
E
V E
T E
R A
N S
L O
O P
S C
E N
IC
V
IE
W
R O
A D
S C
E N
IC
V
IE
W
R O
A D
SOUTH ENTRANCE
MAIN ENTRANCE
NORTH ENTRANCE
O A
K V
IE
W
D R
IV
E
S C
E N
IC
V
IE
W
R O
A D
S C E N
IC
V
IE
W
R O
A
DSCENIC VIEW
ROAD
CHLORINE BLDG.
T
8 8A
SCENIC VIEW ROAD
VETERANS LOOP
SHEET LAYOUT
CONTRACTOR SHALL COORDINATE ALL
ORIGINAL CONDITIONS.
LEGEND:
NEW EHRM-A LINE
BUILDINGS IN CONTRACT
EXISTING EHRM/SIGNAL LINE
EXISTING EHRM/SIGNAL MANHOLE
NEW EHRM MANHOLE
6 - 4" CONDUITS
4 - 4" CONDUITS
CONTROL POINT
NORTH
C-203
SCALE: 1" = 40’
MH#9
MH#15
MH#16
MH#20
PARTIAL SITE PLAN - EXISTING UTILITY LINES
PARTIAL SITE PLAN -
EXISTING UTILITY LINES
LEGEND OF MAIN BUILDINGS
8A
E85
ADMINISTRATION
GENERAL MEDICAL
ADMIN./CLINICAL
DIETETICS
ADMINISTRATION
N.H.C.U.#2
MEDICAL/SURGICAL
CANTEEN/RECREATION
CANTEEN RETAIL STORE
PSYCHIATRIC
BOILER PLANT
FIRE DEPARTMENT
LAUNDRY
N.H.C.U.#1
CHAPEL
VETERANS RECOVERY
& WELLNESS CENTER
WAREHOUSE
SECURITY
FUELING STATION
COVERED PARKING
MATCH LINE "D-D" SEE SHEET C-204
M A
T C
H L
IN
E
B
-B
S
E
UTILITY STATEMENT:
GROUND UTILITIES.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
X X
X X
X X
X
X XX XX XX
X
X X
X
X X
X
X X
XX
X X
X
X
X
X
X
X
X
XX
XX
X X
X
XX
X X
X
X
V E
T E
R A
N S
L O
O P
C H
A P
E L
D R
IV
E
CHAPEL DRIVE
VETERANS LOOP
O A
K V
IE
W
D R
IV
E
U.S. HWY 71
UGS
U G
S
UGS
UGS
UGS
U G
S
UGS
UGS
UGS
UGS
UGS
UGS
UGS
UGS
UGS
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UGS
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S
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X
X X
X
X
X
X
X X
X
X X
X X
X
U G
S
U G
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UGFO
UGFO
UGFO UGFO
UGFO
UGFO
UGFO
UGFO
UGFO
UGFO
UGFO
UGFO
UGFO
UGFOU
G
S
S
TA
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED DUE TO HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.
UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY
Know what’s before you dig below Call
CALL LOUISIANA ONE CALL - JUST DIAL 811
LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS
AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL
NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN
ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/
OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA
OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR
DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
T
T
T
HELI
PAD
D
A A
C
1E
O O
N
N
MM
J
I
G
E
P
K
J
M1
N1
N2
M2
M3
B
G1
E1
PARKING
CONCRETE
N3
N4
DAV
X X
X
X
X
X X
X X
X
X X X
C O
N C
R E
T E
P A
R K
IN
G
L O
T
JA
C
IE
D
R
IV
E C
O N
C P
A D
GRAVEL DRIVE
H
T
G1
MOTORCYCLE
PARKING
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
EX
IS
TI
N
G
UN
DE
RG
RO
UN
D
ST
O
R A
G E
TA
NK
S
EX
IS
TI
N
G
M O
B
IL
E
B U
IL
D
IN
G
LO
A
D
S U
S T
A
IN
N E
R A
T
C
IL
BUILDING
C O
V E
R E
D P
A R
K
IN
G
E85
P A
T
IE
N T
P A
R K
IN
G
W E
L L
N E
S S
L A
N E
VETERANS LOOP
VETERANS LOOP
W A
R E
H O
U S
E D
R
IV
E
VETERANS LOOP
VETERANS LOOP
V E T E R
A N
S L
O O
P
CHAPEL DRIVE
O A
K V
IE
W
D R
IV
E
US HWY 71
US HWY 71
US HWY 71 TO SHREVEPORT
PUMP HOUSE ROAD
V E
T E
R A
N S
L O
O P
VETERANS LOOP
US HWY 71
LOUISIANA
VETERANS
LOUISIANA
C H
A P
E L
D R
IV
E
E L
A N
E
E L
A N
E
V E
T E
R A
N S
L O
O P
IN
D
U
STRIA
L RO
W
O A
K V
IE
W
D R
IV
E
V E T E R A
N S L
O O
P
C H
IL
L
E R
D R
IV
E
J. BALDWIN MCCOMB
S O
L A
R F
A R
M R
O A
D
W E
L L
N E
S S
L A
N E
L
NEW CLINIC AREA
O A
K V
IE
W
D R
IV
E
V E
T E
R A
N S
L O
O P
S C
E N
IC
V
IE
W
R O
A D
S C
E N
IC
V
IE
W
R O
A D
SOUTH ENTRANCE
MAIN ENTRANCE
NORTH ENTRANCE
O A
K V
IE
W
D R
IV
E
S C
E N
IC
V
IE
W
R O
A D
S C E N
IC
V
IE
W
R O
A
DSCENIC VIEW
ROAD
CHLORINE BLDG.
T
8 8A
SCENIC VIEW ROAD
VETERANS LOOP
SHEET LAYOUT
CONTRACTOR SHALL COORDINATE ALL
ORIGINAL CONDITIONS.
LEGEND:
NEW EHRM-A LINE
BUILDINGS IN CONTRACT
EXISTING EHRM/SIGNAL LINE
EXISTING EHRM/SIGNAL MANHOLE
NEW EHRM MANHOLE
6 - 4" CONDUITS
4 - 4" CONDUITS
CONTROL POINT
NORTH
C-204
SCALE: 1" = 40’
MH#19
PARTIAL SITE PLAN - EXISTING UTILITY LINES
PARTIAL SITE PLAN -
EXISTING UTILITY LINES
MH#18
MH#17
MH
MH#25
MH#8
MH#1
LEGEND OF MAIN BUILDINGS
8A
E85
ADMINISTRATION
GENERAL MEDICAL
ADMIN./CLINICAL
DIETETICS
ADMINISTRATION
N.H.C.U.#2
MEDICAL/SURGICAL
CANTEEN/RECREATION
CANTEEN RETAIL STORE
PSYCHIATRIC
BOILER PLANT
FIRE DEPARTMENT
LAUNDRY
N.H.C.U.#1
CHAPEL
VETERANS RECOVERY
& WELLNESS CENTER
WAREHOUSE
SECURITY
FUELING STATION
COVERED PARKING
MATCH LINE "D-D" SEE SHEET C-203
M A
T C
H L
IN
E
C
-C
S
E
UTILITY STATEMENT:
GROUND UTILITIES.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDER-
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
GROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDER-
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
X X
X X
X X
X
X XX XX XX
C O
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
40 41147
XX XX XX XX
X
X X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
C O
C O
C O
X
X X
X
X X
X
X X
XX
X X
X
X
X
X X
X
X
XX
XX
X X
X
XX
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T120
T117
V E
T E
R A
N S
L O
O P
VETERANS
LOOP
C H
IL
L
E R
D R
IV
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E
N E
SCENIC VIEW ROAD
SCENIC VIEW ROAD
C H
A P
E L
D R
IV
E
CHAPEL DRIVE
VETERANS LOOP
VETERANS LOOP
O A
K V
IE
W
D R
IV
E
8A
FW
FW
FW
FW
FW FW
F W
C O
UGE UGE UGE
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U G
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UGE
UGE UGE UGE
UGE UGE
UGE
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UGE
UGE UGE
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STL STL
STL
STL
STL
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STL
STL
STL
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STL
STL
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STL
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S T
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S T
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STL
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STL
STL
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S T
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S T
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STL
SS SS SS SS
S S
S S
S S
S S
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F W
F W
F W
F W
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S S
F W
F W
F W
F W
F W
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TA
REGISTERED
REG. NO. 27013
C
IV
IL ENGINEER
IN
G
J. BRYAN BUTLER
03-24-2026
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg. of
VA FORM 08-6231
Office of
Construction and Facilities
Management
CONSULTANTS: PROJECT MANAGER
/1
/2
:2 :5
A
M
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120
Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs # ' COPYRIGHT Apogee Consulting Group, P.A.
F il e P a th
BCLC BCLC
1009 Bayou Place
Alexandria, LA 71303
Surveyors
Tel. (318) 445-6571 Fax. (318) 448-0257
EngineersArchitects
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCASIONED DUE TO HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ARE APPROX.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIST.
UNDERGROUND UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR WILL BE FULLY
Know what’s before you dig below Call
CALL LOUISIANA ONE CALL - JUST DIAL 811
LOUISIANA STATE LAW, SECTION R.S.40:1749.15, REQUIRES EXCAVATORS
AND DEMOLISHERS TO CALL 1-800-272-3020 OR 504-275-3700, A REGIONAL
NOTIFICATION CENTER BY TELEPHONE 48 HOURS UP TO 120 HOURS IN
ADVANCE OF ANY EXCAVATION OR DEMOLITION ACTIVITY. THE OWNERS/
OPERATORS OF ANY UNDERGROUND FACILITY MUST THEN MARK THE AREA
OR PROVIDE INFORMATION THAT WILL ENABLE AN EXCAVATOR OR
DEMOLISHER TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES.
502-21-222ELECTRONIC HEALTH
RECORD MODERNIZATION
(EHRM)
VA ALEXANDRIA HEALTH CARE SYSTEM
2495 SHREVEPORT HWY, 71N
PINEVILLE, LA, 71360
20-398
AREA OF WORK
KEY PLAN
SCALE: NO SCALE
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