Attachment 2 - Drawings Volume 01.pdf
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- Attached to
- Y1DA--573-21-106 EHRM Infrastructure Upgrades and Data Center Construction - Gainesville VAMC
- Solicitation number
- 36C77626B0026
About this file
This is a design drawing document for the Gainesville VAMC Data Center and EHRM Infrastructure Upgrades project. The drawings include site plans, architectural floor plans, exterior elevations, building sections, wall details, mechanical and electrical layouts, and structural plans for a new 4,411 square foot data center building located at 1601 S.W. Archer Road, Gainesville, Florida 32608 (Project No. 573-21-106).
The building design includes a data center room (1,152 SF), generator room (457.73 SF), mechanical room (134.13 SF), electrical room (268 SF), entrance room (172.71 SF), unpackaging/packing staging area (436.36 SF), HAC room (59.66 SF), storage (202.99 SF), and corridor space (147.16 SF). The facility is classified as Type II (000) construction with full sprinkler protection, featuring a fully sprinklered occupancy load of 28 occupants total. The structure utilizes steel framing with masonry and brick veneer exterior walls, concrete footings, polyiso roof insulation with KEE roofing membranes, and includes fire-rated smoke partitions and barriers throughout. Construction requirements mandate compliance with 2024 NFPA 101 Life Safety Code, 2021 International Building Code, ABAAS accessibility standards, and VA Barrier Free Design Guide. The building contains hazardous materials identification and removal provisions, erosion control measures, utility connections to existing services, and detailed specifications for mechanical systems, HVAC, fire protection, plumbing, electrical, and telecommunications infrastructure. Issued April 20, 2026, the drawings are prepared by RDC/John Poe Architects in partnership with Pennoni structural engineers and Above Group Inc. consultants.
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Text version
WATER TANKPOLICE
EMER.
GEN.
BLDG
T-3 T- 1A
T-7 T- 8 T-9
T-10
T- 1
BLDG.
CLC
T-5
T-11 T-2
K J H
AD
BC
E F
M
G
L
T-4
T-6
FISHER
HOUSE
40PARKING
GARAGE
PHASE 1
PARKING
GARAGE
PHASE 2
PARKING
GARAGE
PHASE 3
EXTERIOR ELEVATION
INTERIOR ELEVATION
SECTION/DETAIL NUMBER
DRAWING NUMBER
EQUIPMENT TAG
COLUMN GRID
NOTE
WINDOW OPENING
DOOR OPENING
ROOM NAME
ROOM NUMBER
WALL TYPE
CEILING HEIGHT
FINISH DESIGNATION
X
10'-8"
X X
XX.X-X
XX
X
1/A101
X
A101
XX
TOILET ACCESSORY TAGX SIGNAGE TAG
A101
SIM
X
PROJECT LOCATION:
-TRAILER 11
MALCOM RANDALL VA
MEDICAL CENTER
S T
AT
E
OF FLOR
I D A
R
EGISTERED ARCH
IT
EC
T
J A
SO
N H. ROS
S
AR101907
VA Project No.
RDC/JPA Project No.
Department of Veterans Affairs Medical Center
ABOVE GROUP INC.
MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY
400 EAST PRATT STREET
BALTIMORE, MD 21202
1.443.788.4200 P
ARCHITECTURE PLANNING INTERIOR DESIGN
524 FERNWOOD AVENUE
ALTAMONTE SPRINGS, FLORIDA 32701
407.830.6522 P
RDC / JOHN POE ARCHITECTS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
4/
/2
5:
:0
PM
GAINESVILLE VAMC DATA CENTER & EHRM
INFRASTRUCTURE UPGRADES DESIGN
04.20.2026
COVER SHEET
GI001
ACJC
573-21-106
GAINESVILLE FL
GAINESVILLE VAMC DATA CENTER & EHRM
INFRASTRUCTURE UPGRADES DESIGN
1601 S.W. ARCHER RD. GAINESVILLE, FL. 32608 PROJECT #: 573-21-106
STATION CHIEF - EDWIN BURNETT
BID DOCUMENTS 23072.00
GI001 COVER SHEET
GI002 CODE DATA
VF - 021 EXISTING CONDITIONS
GK-072 EROSION CONTROL NOTES AND DETAILS
GC-051 EROSION CONTROL PLAN
CS-101 SITE PLAN
CG-151 GRADING AND DRAINAGE PLAN
CS-171 UTILITY PLAN
CK-601 SITE DETAILS
AD101 DEMOLITION PLAN
A001 WALL TYPES
A101 FLOOR PLANS
A102 ROOF PLAN
A201 EXTERIOR ELEVATIONS
A301 BUILDING SECTIONS
A311 WALL SECTIONS
A312 WALL SECTIONS
A601 DOOR SCHEDULE & DETAILS
AF101-F FINISH PLANS & LEGEND
S001 STRUCTURAL GENERAL NOTES
S002 WIND TABLES & SCHEDULES
S100 FOUNDATION PLAN
S102 ROOF FRAMING PLAN
S501 FOUNDATION DETAILS
S502 MASONRY DETAILS
S510 FRAMING DETAILS
S601 BUILDING SECTION
S602 WALL SECTIONS
S701 ISOMETRIC VIEW
FA001 FIRE ALARM LEGENDS & SYMBOLS
FA101 FIRE ALARM FLOOR PLAN - DATA CENTER
FP001 FIRE PROTECTION LEGENDS & SYMBOLS
FP101 FIRE PROTECTION FLOOR PLANS - DATA CENTER
FP501 FIRE PROTECTION DETAILS - DATA CENTER
P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS
P-101 PLUMBING PRESSURE AND GRAVITY PLANS -DATA CENTER
P-501 PLUMBING DETAILS AND SCHEDULES -DATA CENTER
P-601 PLUMBING ISOMETRICS - DATA CENTER
M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS
MH101 MECHANICAL FIRST FLOOR PLAN -DATA CENTER NEW WORK
MH102 MECHANICAL ROOF PLAN -DATA CENTER NEW WORK
M-301 MECHANICAL SECTIONS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-701 MECHANICAL CONTROLS
M-702 MECHANICAL CONTROLS
M-703 MECHANICAL CONTROLS
M-801 MECHANICAL SCHEDULES
E-001 ELECTRICAL LEGENDS & SYMBOLS
E-002 ELECTRICAL GENERAL NOTES
E-100 ELECTRIC SITE PLAN
EL101 ELECTRICAL FLOOR PLANS -DATA CENTER -LIGHTING
EP101 ELECTRICAL FLOOR PLANS -DATA CENTER -POWER
EP102 ELECTRICAL ROOF PLAN -DATA CENTER
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-601 ELECTRICAL DIAGRAMS
E-801 ELECTRICAL SCHEDULES
E-802 ELECTRICAL SCHEDULES
T-001 TELECOM LEGEND, ABBREV, AND GENERAL NOTES
T-101 TELECOM FLOOR PLANS -DATA CENTER
T-501 TELECOM -TYPICAL RACK ELEVATIONS
T-502 TELECOM -TYPICAL RACK ELEVATIONS
T-503 TELECOM -TYPICAL DATA CENTER DETAILS
T-601 DATA CENTER CABLING MAP
GENERAL CONSTRUCTION NOTES
* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE
CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).
1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,
INTERNATIONAL BUILDING CODE, AND OTHER CODES AS IDENTIFIED IN VHA
PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE
ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,
TECHNICAL INFORMATION LIBRRARY WEBSITE.
2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST
ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND
DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13
WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS
TECHNICAL INFORMATION LIBRARY WEBSITE.
3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT
EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED
WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.
4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH
ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT
ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.
5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF
NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO
REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT
SURFACES TO REMAIN.
6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW
MATERIALS.
VOLUME 01 - DRAWING INDEX
N N.T.S.Scale:
Campus Map
N N.T.S.Scale:
VICINITY MAP
524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523
7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO
BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE
SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT
THROUGH FINISHED OPENINGS.
8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,
HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS
AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT
DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL
WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.
9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS
SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A
PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS
INDICATED AT SIMILAR CONDITIONS.
10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL
SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE
THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE
NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR
SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.
11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED
WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF
THE WALL.
12. CONTRACTOR IS RESPONSIBLE FOR IDENTIFICATION AND REMOVAL OF
HAZARDOUS MATERIALS ENCOUNTERED DURING CONSTRUCTION.
PENNONI
STRUCTURAL ENGINEER
5755 RIO VISTA DRIVE
CLEARWATER, FL 33760
727.536.8772 P
Revisions Date
0-HR Smoke Partition - [OBC 710] / NFPA 101-8.4
1-HR Smoke Barrier - [OBC 709] / NFPA 101-8.5
1-HR Fire Barrier - [OBC 706] / NFPA 101-8.3
2-HR Fire Barrier - [OBC 706] / NFPA 101-8.3
Means of Egress
New Wall
Fire Extinguisher Location
Occupancy Load Exit Capacity
Exit Sign
CODE LEGEND
FEC
2,172.58 SF
BUSINESS
BUILDING AREA LEGEND
(none)
Business Use
General and high hazard industrial
Storage in other than storage and mercantile occupancies
1,106.40 SF
GENERAL/INDUSTRIAL
340.39 SF
STORAGE
695.05 SF
EXTERIOR
Applicable Codes:
VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (www.cfm.va.gov/til/) 2024 NFPA 101, Life Safety Code NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 900 2021 International Building Code (IBC), only when specifically referenced in VA Design Documents Occupational, Safety and Health Administration (OSHA) Standards.
VA Seismic Design Requirements, H-18-8 Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13), rev. 06/01/2024
2024 NFPA 101, LIFE SAFETY CODE SUMMARY:
Building Construction Type: II (000) Fully Sprinklered Fire Alarm System Provided Emergency Lighting Provided Gaseous suppression system initiated by VESDA system Provided.
Chapter 6, Classification of Occupancy and Hazard Contents
6.1.11. Business, Chapter 38
Chapter 7, Means of Egress Table 7.3.1.2, Occupant Load Factor:
Business Use: 150 occupants per s.f. x 3,918 s.f. = 27 Occupants
Table A.7.6, Common Path, Dead End, and Travel Distance Limits: Business Use Nonsprinklered Common path limit: 100 feet Dead end limit: 50 feet Travel distance limit: 300 feet
Chapter 8, Features of Fire Protection Table A.8.2.1.2, Fire Resistance Ratings for Type II (000) Construction (IBC 2021, 2B):
Exterior bearing walls, supporting more than one floor, columns or other bearing walls: 0 hour Supporting one floor only: 0 hour Supporting Roof only: 0 hour Interior bearing walls, supporting more than one floor, columns or other bearing walls: 0 hour Supporting one floor only: 0 hour Supporting Roof only: 0 hour Columns, supporting more than one floor, columns or other bearing walls: 0 hour Supporting one floor only: 0 hour Supporting Roof only: 0 hour Beams, Girders, Trusses, and Arches, supporting more than one floor, columns or other bearing walls: 0 hour Supporting one floor only: 0 hour Supporting Roof only: 0 hour Floor/Ceiling assemblies: 0 hour Roof Ceiling assemblies: 0 hour Interior nonbearing walls: 0 hour Exterior nonbearing walls: 0 hour
Chapter 9, Building Service and Fire Protection Equipment The building is protected throughout by a sprinkler system.
The building is supplied with portable fire extinguishers in accordance with 2024 NFPA 101 LSC, Sections 9.9.
Chapter 10, Interior Finish, Contents, and Furnishings Table A.10.2.2, Interior Finish Classification Limitations: Business Use Exits: Class A or B (Class I or II) Exit access corridors: A o B Other spaces: Class A, B or C (N/A)
107106105
104120
103 101
TRAVEL DISTANCE TO EXIT = 79'-0"TR
AV
EL
D
IS
TA
N C
E
TO
E
XI
T
'-0
95' DIAGONAL DISTANCE.
95' / 3 = EXIT SEPARATION MIN. = 32'
-2
5' -1
/4
+/-16'-6 7/8"
-1
9' -6
/4
8 8
S T
AT
E
OF FLOR
I D A
R
EGISTERED ARCH
IT
EC
T
J A
SO
N H. ROS
S
AR101907
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
4/
/2
5:
:1
PM
GAINESVILLE VAMC DATA CENTER & EHRM
INFRASTRUCTURE UPGRADES DESIGN
04.20.2026
CODE DATA
GI002
ACJC
573-21-106
GAINESVILLE FL
STATION CHIEF - EDWIN BURNETT
BID DOCUMENTS 23072.00
Room Schedule RM # Name Area
100 DATA CENTER ROOM 1,152.00 SF
101 CORRIDOR 147.16 SF
102 MECHANICAL 134.13 SF
103 HAC 59.66 SF
104 ELEC 268.00 SF
105 UNPACKING / PACKING STAGING 436.36 SF
106 ENTRANCE ROOM 172.71 SF
107 STORAGE 202.99 SF
120 GENERATOR ROOM 457.73 SF
Grand total 3,030.75 SF
524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523
Occupancy Schedule Use Area Area per Person Occupants
Business Use 2,172.58 SF 150.00 SF 15 General and high hazard industrial 1,106.40 SF 100.00 SF 12 Storage in other than storage and mercantile occupancies 340.39 SF 500.00 SF 1 (none) 695.05 SF Grand total: 4 4,314.41 SF 28
N Scale: 1/8" = 1'-0"1 01-Code Review Plan
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING DIRT DRIVE
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING DIRT DRIVE
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 91.53
FF EL. 91.60
FF EL. 93.16
FF EL. 93.12
GATE
G
ATE
G
ATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
CONC BENCH
CONC BENCH
WOODEN
DECK
WOODEN
DECK
DIRT PATH
PAVILION
GATE
BUTTON
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
COLUMN (TYP)
(3) VALVES
UNIDENTIFIED
ELECTRICAL
UTILITY
& SERVICE PANEL
MEMORIAL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
TRANSFORMER
AC PAD
AC PAD
AC PAD
MAILBOX
KIOSK
AC PAD
WALL
HANDRAIL
AT CENTER
OF WALL
DIRT PATH
HANDRAIL
(TYP)
HANDRAIL
(TYP)
AC
UNIT
HANDRAIL
(TYP)
HANDRAIL
(TYP)
6" CURB
6" CURB
8" WALL
SERVICE
PANEL
STEPS
COVERED
WALKWAY
HANDRAIL
(TYP)
COVERED
WALKWAY
CONC WALKWAY
CO
NC W
ALKW
AY
CONC WALKWAY
STEPS
CONC WALKWAY
COVERED
WALKWAY
STEPS
STEPS
COVERED
LANDING
WOODEN
DECK
CO
NC W
ALKW
AY
HANDRAIL
(TYP)
RAM
P
COVERED
LANDING
1" BACKFLOW
PREVENTER
4" BACKFLOW
PREVENTER
1.5" BACKFLOW
PREVENTER
CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
TBM #51000
SET IR&C STAMPED
"PENNONI TRAV PNT"
EL. 93.61
90.0 90.0
89.9
90.0
90.0
90.0
90.0
88.70
88.69
88.67
90.0
90.0
90.0
90.1
90.1
TM 14
88.70
88.73
93.20
93.16
89.04
87.70
88.33
88.02
87.98
88.15
88.52 88.87
SSRIM
91.54 91.55
90.86
91.54
90.87 90.85
91.50
88.93
90.22
TELP MH
TLRIM
TM 18
88.48
88.07
86.93
88.59
SSRIM
SSRIM
SSRIM
88.73
SSRIM
88.99
88.85
89.02
90.42
88.78
87.01
86.97
TELP MH
TURN VALVE
TURN VALVE
96.19
96.20
91.63
90.95
90.99
91.09
88.56
91.67
88.15
88.76
TELP MH
TLRIM
94.97
96.36
96.21
94.90
94.79
94.55
94.33
94.06
95.73
92.85
91.46
88.32
91.57
91.55
91.43
91.40
91.41
91.68
92.37
92.55
93.36
90.64
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 91.53
FF EL. 91.60
FF EL. 93.16
FF EL. 93.12
GATE
G
ATE
G
ATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
CONC BENCH
CONC BENCH
WOODEN
DECK
WOODEN
DECK
DIRT PATH
PAVILION
GATE
BUTTON
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
COLUMN (TYP)
(3) VALVES
UNIDENTIFIED
ELECTRICAL
UTILITY
& SERVICE PANEL
MEMORIAL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
TRANSFORMER
AC PAD
AC PAD
AC PAD
MAILBOX
KIOSK
AC PAD
WALL
HANDRAIL
AT CENTER
OF WALL
DIRT PATH
HANDRAIL
(TYP)
HANDRAIL
(TYP)
AC
UNIT
HANDRAIL
(TYP)
HANDRAIL
(TYP)
6" CURB
6" CURB
8" WALL
SERVICE
PANEL
STEPS
COVERED
WALKWAY
HANDRAIL
(TYP)
COVERED
WALKWAY
CONC WALKWAY
CO
NC W
ALKW
AY
CONC WALKWAY
STEPS
CONC WALKWAY
COVERED
WALKWAY
STEPS
STEPS
COVERED
LANDING
WOODEN
DECK
CO
NC W
ALKW
AY
HANDRAIL
(TYP)
RAM
P
COVERED
LANDING
1" BACKFLOW
PREVENTER
4" BACKFLOW
PREVENTER
1.5" BACKFLOW
PREVENTER
CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
TBM #51000
SET IR&C STAMPED
"PENNONI TRAV PNT"
EL. 93.61
Revisions DateRevisions Date
VA Project No.
RDC/JPA Project No.
Project Number RDCJP 23010
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
CONSTRUCT
EHRM INFRASTRUCT
01/20/2026 AAJS
573-21-106
GAINSVILLE, FL
BUILDING
0122085
Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
BID DOCUMENTS
STATION CHIEF - EDWIN BURNETT VF - 021_____________
EXISTING CONDITIONS
1. TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD SURVEY
PERFORMED BY PENNONI ASSOCIATES.
2. ELEVATIONS BASED ON NATIONAL GEODETIC SURVEY BENCHMARKS NO.
"207" BEING 16.51 FEET, AND NO. "208" BEING A TIDAL BENCHMARK AT
13.28 FEET, ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD
88).
3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY,
THIS SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR
DELINEATE:
A. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR THE
PINELLAS COUNTY, OVER LANDS NOW OR FORMERLY FLOWED BY
TIDEWATER, BUT NO LONGER VISIBLE OR PHYSICALLY EVIDENT, OR
LANDS CONTAINING ANY ANIMAL, MARINE, OR BOTANICAL SPECIES
REGULATED BY OR UNDER THE JURISDICTION OF ANY FEDERAL,
STATE, OR LOCAL AGENCY.
B. BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES
ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH
MAY AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE
SUBJECT PROPERTY.
4. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE
AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION
OF EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY
ACTIVITY THAT MAY AFFECT THEIR USE OR LOCATION.
5. A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN
ON THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS
AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM
SURFACE OBSERVATION OF THE SITE.
B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF
UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.
C. IN ACCORDANCE WITH "UNDERGROUND FACILITY DAMAGE
PREVENTION AND SAFETY ACT" FLORIDA STATUTES, CHAPTER 556.
THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITHIN THE WORK
AREA VIA THE SUNSHINE ONE CALL SYSTEM, INC. (800-432-4770) A
MINIMUM OF 2 WORKING DAYS BEFORE THE START OF EXCAVATION
D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL
UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF
WORK.
GENERAL NOTES:
00 10' 20'
N O
R
TH
SITE INFORMATION:
ADDRESS: 1601 SW ARCHER RD
GAINESVILLE, FL 32608
CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS
OFFICER: 1601 SW ARCHER RD
GAINESVILLE, FL 32608
ENGINEER: PENNONI
JASON SHERIDAN, PE
5755 RIO VISTA DRIVE
CLEARWATER, FL 33760
FLOOD ZONE INFORMATION:
THE PROPERTY SHOWN LIES WITHIN "MODERATE FLOODING AREA" X AS
SHOWN ON FLOOD INSURANCE RATE MAPS NO. 12001C0313E, COMMUNITY
PANEL NUMBER 0313E, EFFECTIVE SEPTEMBER 24, 2021.
04.20.2026
Revisions DateRevisions Date
VA Project No.
RDC/JPA Project No.
Project Number RDCJP 23010
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
CONSTRUCT
EHRM INFRASTRUCT
01/20/2026 AAJS
573-21-106
GAINSVILLE, FL
BUILDING
0122085
Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
BID DOCUMENTS
STATION CHIEF - EDWIN BURNETT GK-072_____________
EROSION CONTROL
NOTES AND DETAILS
DETAIL- SOIL TRACKING PREVENTION DEVICEDETAIL-
N.T.S.
EROSION AND SEDIMENTATION CONTROL NOTES
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE
TRANSPORTATION OF SEDIMENT TO SURFACE DRAINS AND OUTFALLS. REFER TO
CONSTRUCTION PLANS, DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR DETAILS.
SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH SIX INCHES ON AN EROSION
DEVICE.
2. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER STRUCTURES REQUIRING
EXCAVATION, THE CONTRACTOR SHALL PLACE APPROVED BARRIERS OR OTHER APPROVED
DEVICES AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT
TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE APPROVED BARRIERS OR OTHER
APPROVED DEVICES SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF F.D.O.T. INDEX
NO. 102, FDEP, OR AS DIRECTED BY THE ENGINEER.
3. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.
FAILURE TO INSTALL OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN
ENFORCEMENT. ALL EROSION CONTROL MEASURES, SAND, SILT, AND DEBRIS SHALL BE
REMOVED FROM ALL DRAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HAS BEEN
COMPLETED AND PRIOR TO COUNTY FINAL WALK-THROUGH.
4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-SITE OUTFALLS SHALL
BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE
PROTECTED THROUGH USE OF EROSION CONTROL FEATURES AS NECESSARY TO CONTAIN ANY
SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR
TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE
CONTRACTOR SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE PROJECT ENGINEER
FOR OUTFALL PROTECTION.
5. APPROVED BARRIERS (OR OTHER APPROVED SEDIMENT CONTROL DEVICES): THESE SHALL BE
PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND
TRANSPORT SEDIMENTS OFF-SITE. APPROVED BARRIERS SHALL BE DOUBLE STAKED IN
ACCORDANCE WITH F.D.O.T. INDEX NO. 102 OR FDEP. IF EROSION DEPOSITS REACH THE TOP
ELEVATION OF EXISTING APPROVED BARRIERS, THEN SEDIMENTS SHOULD BE REMOVED. ANY
DAMAGED OR INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITH NEW ONES. THE
LOCATION AND INSTALLATION OF APPROVED BARRIERS SHALL BE AS DIRECTED BY THE
PROJECT ENGINEER.
6. BACK OF SIDEWALK INLETS OR MEDIAN INLETS: THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT
BE HIGHER THAN INLET TOP. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL
DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF APPROVED BARRIERS OR
OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE PLACED AROUND INLET
APPROXIMATELY 4" OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSION TO
ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED
WITH A SINGLE LINE OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL
DEVICES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS.
7. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED BARRIERS OR OTHER
APPROVED SEDIMENT CONTROL DEVICES.
8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 1/2" RAIN EVENT
DISTURBANCE.
9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
10. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO
DISCHARGE.
11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL
STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE
METHODS.
12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING
DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS OR DEVICES. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO EXISTING DITCHES OR CANALS A SETTLING PLAN
PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF
RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION.
13. WHERE APPLICABLE, SOIL TRACKING PREVENTION DEVICES SHALL BE PROVIDED AND
MAINTAINED PER F.D.O.T. INDEX NO. 106 OR FDEP.
14. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES SHALL BE ERECTED PRIOR
TO ANY LAND ALTERATIONS, SHALL BE MAINTAINED IN GOOD WORKING ORDER DURING
CONSTRUCTION, AND REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING.
BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCES AND STAKED TURBIDITY BARRIERS
WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE/BARRIER. STOCKPILE AREAS
SHALL INCLUDE SILT FENCE AROUND THE PERIMETER.
15. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED SWALES. FLOW WITHIN EXISTING DRAINAGE PIPES SHALL BE MAINTAINED
AT ALL TIMES. STORMWATER WILL BE CONVEYED VIA EXISTING SWALES, DITCHES, OR
PROPOSED DITCHES, EXISTING AND PROPOSED STORM SEWERS.
16. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO
RECEIVING WATERS, EXISTING CONVEYANCES TO RECEIVING WATERS, OR WETLAND SYSTEMS.
TEMPORARY SEDIMENT BASINS, TRAPS, OR SILTATION REDUCTION DEVICES SHALL BE UTILIZED
TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL
FOR OFF-SITE SEDIMENT TRANSPORT AND TO INSURE THAT DIRECT DISCHARGE DOES NOT
OCCUR.
17. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAPSE DURING CONSTRUCTION. BANK
PROTECTION MATERIAL SHALL BE CAREFULLY PLACED FROM THE BANK AND NOT DUMPED FROM
ABOVE IN AN UNCONTROLLED MANNER. EROSION CONTROL FABRIC SHALL BE USED FOR
EROSION PROTECTION WHERE SOD WILL NOT HOLD OR BECOME ESTABLISHED IN TIME TO
PROTECT THE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PLANS, UPON COMPLETION OF
CONSTRUCTION, ALL BANKS AND WATERWAYS SHALL BE RESTORED TO THEIR PRE-
CONSTRUCTION CONFIGURATION AND PROTECTION FROM EROSION.
DETAIL- STAKED SILT BARRIER DETAILDETAIL-
N.T.S.
DETAIL- STAKED TURBIDITY BARRIER DETAILDETAIL-
N.T.S.
89.9
90.0
90.0
90.0
90.0
88.70
88.69
90.0
90.0
90.0
90.1
90.1
88.70
88.73
93.20
93.16
89.04
87.70
88.33
88.02
87.98
88.15
88.52 88.87
SSRIM
91.54 91.55
90.86
91.54
90.87 90.85
91.50
88.93
90.22
TELP MH
TLRIM
TM 18
88.48
88.07
86.93
88.59
SSRIM
SSRIM
SSRIM
88.73
SSRIM
88.99
88.85
89.02
88.59
90.42
88.78
87.01 86.97
86.97
TELP MH
TURN VALVE
TURN VALVE
96.19
96.20
91.63
90.95
90.99
91.09
88.56
91.67
88.15
88.76
TELP MH
TLRIM
94.97
96.36
96.21
94.90
94.79
94.55
94.33
94.06
95.73
92.85
91.46
88.32
91.57
91.55
91.43
91.40
91.41
91.68
92.37
92.55
93.36
90.64
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 91.53
FF EL. 91.60
FF EL. 93.16
FF EL. 93.12
GATE
G
ATE
G
ATE
GATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
CONC BENCH
CONC BENCH
WOODEN
DECK
WOODEN
DECK
DIRT PATH
PAVILION
GATE
BUTTON
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
COLUMN (TYP)
CONCRETE
(3) VALVES
UNIDENTIFIED
ELECTRICAL
UTILITY
GENERATOR
& SERVICE PANEL
MEMORIAL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
TRANSFORMER
AC PAD
AC PAD
AC PAD
MAILBOX
KIOSK
AC PAD
WALL
HANDRAIL
AT CENTER
OF WALL
DIRT PATH
HANDRAIL
(TYP)
HANDRAIL
(TYP)
AC
UNIT
HANDRAIL
(TYP)
HANDRAIL
(TYP)
6" CURB
6" CURB
8" WALL
SERVICE
PANEL
STEPS
HANDRAIL
(TYP)
COVERED
WALKWAY
STEPS
STEPS
STEPS
COVERED
LANDING
WOODEN
DECK
HANDRAIL
(TYP)
COVERED
LANDING
1" BACKFLOW
PREVENTER
4" BACKFLOW
PREVENTER
1.5" BACKFLOW
PREVENTER
CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
TBM #51000
SET IR&C STAMPED
"PENNONI TRAV PNT"
EL. 93.61
W W
W W
W W
W W
W W
W
W
W
W
W
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
E
E
E
E
E E E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E E
E E
E
E
E E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
SS
SS
SS
UNK
CO
M
CO
M
COM
COM
COM
COM COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
C O
M
C O
M C
O M
C O
M
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S S
S S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS
W
W
W
E
E
E
W W
W
SS
SS
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
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
W W
W
W W
W
W
W
W W
W W
W
W W
W W
W
W W
W
SS
SS
SS
W
W
W
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
W
E
E E
E
E E
E E
E
E E E
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
CO
M
COM
COM
COM
E
E
E E
E
E E
E E
E E
E
E E E E
UNK
UNK
UNK
UN
K
UNK
UNK
UNK
UNK
UN
K
UNK
UNK
U N
K U
N K
UN
K
UN
K
UN
K
U N
K
U N
K U
N K
U N
K U
N K
U N
K U
N K
UNK
U N
K U
N K
U N
K
UNK
E E
E E
E E
E E
E E
E
E
E E
E
E
E
E
E
U N
K U
N K
U N
K U
N K
U N
K
U N
K
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
UNK
UNK
E
E
E
W
W W
W W
W W
W
W
W
W
W
W W
W W
(2'-4')
(2'-4')
(3'-5')
(3'-5') (14'-16')
(14'-16')
(2'-4')(2'-4')
(1' -3'
(1'-3')
(1'-3')
(2 '-4
(1'-3')
(1 '-3
(1 '-3
(2'-4')
(0'-2')
(1 '-3
(1 '-3
(2'-4')
(4'-6') (1'-3')
(1'-3')
(2'-4')
2 DUCTS(2'-4')
2 DUCTS(1'-3')
(2'-4')
(2'-4')
(2'-4')
(2'-4')
(1' -3'
(2'-5')
(1'-3')
(1'-3')
(1'-3')
(1'-3')
(2'-4')
(0'-2')
(2'-4')
(3'-5') (1'-3')
(1 '-3
(1'-3')
(2 '-4
')(1'-3')
(2'-4')
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
(2'-4')
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW
CW
CW
CWCW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
6" WELL
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
G
AS
G
AS
G
AS
G
AS
GAS
GAS
G
AS
G
AS
G
AS
G
AS
TELEPHONE
MANHOLE
RIM EL. 87.61'
TELEPHONE
MANHOLE
RIM EL. 88.49'
TELEPHONE
MANHOLE
RIM EL. 91.86'
BOLLARD
(TYP)
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 91.53
FF EL. 91.60
FF EL. 93.16
FF EL. 93.12
GATE
G
ATE
G
ATE
GATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
CONC BENCH
CONC BENCH
WOODEN
DECK
WOODEN
DECK
DIRT PATH
PAVILION
GATE
BUTTON
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
COLUMN (TYP)
CONCRETE
(3) VALVES
UNIDENTIFIED
ELECTRICAL
UTILITY
GENERATOR
& SERVICE PANEL
MEMORIAL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
TRANSFORMER
AC PAD
AC PAD
AC PAD
MAILBOX
KIOSK
AC PAD
WALL
HANDRAIL
AT CENTER
OF WALL
DIRT PATH
HANDRAIL
(TYP)
HANDRAIL
(TYP)
AC
UNIT
HANDRAIL
(TYP)
HANDRAIL
(TYP)
6" CURB
6" CURB
8" WALL
SERVICE
PANEL
STEPS
HANDRAIL
(TYP)
COVERED
WALKWAY
STEPS
STEPS
STEPS
COVERED
LANDING
WOODEN
DECK
HANDRAIL
(TYP)
COVERED
LANDING
1" BACKFLOW
PREVENTER
4" BACKFLOW
PREVENTER
1.5" BACKFLOW
PREVENTER
CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
TBM #51000
SET IR&C STAMPED
"PENNONI TRAV PNT"
EL. 93.61
EXISTING DECKS
TO BE DEMOLISHED
EXISTING DECK TO
BE DEMOLISHED
EXISTING SERVICE PANEL
TO BE DEMOLISHED
EXISTING RAMP AND STAIRS
TO BE DEMOLISHED
PROPOSED
SILT FENCE
PROPOSED LIMITS
OF DEMOLITION
EXISTING SIDEWALK
TO REMAIN
EXISTING SIDEWALK SECTION
TO BE DEMOLISHED
EXISTING BUILDING
TO BE DEMOLISHED
EXISTING COVERED
WALKWAY TO BE REMOVED
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING SUPPORT POST
EXISTING GROUNDING ROD
EXISTING CURB STOP
EXISTING DIRT DRIVE
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING SUPPORT POST
EXISTING GROUNDING ROD
EXISTING CURB STOP
EXISTING DIRT DRIVE
DEMOLITION AREA
LINEAR DEMOLITION
SAW CUT LIMIT
DEMOLITION LEGEND
SILT FENCE
INLET PROTECTION
TREE PROTECTION BARRIER
Revisions DateRevisions Date
VA Project No.
RDC/JPA Project No.
Project Number RDCJP 23010
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
CONSTRUCT
EHRM INFRASTRUCT
01/20/2026 AAJS
573-21-106
GAINSVILLE, FL
BUILDING
0122085
Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
BID DOCUMENTS
STATION CHIEF - EDWIN BURNETT GC-051
EROSION CONTROL PLAN
00 10' 20'
N O
R
TH
SITE INFORMATION:
ADDRESS: 10000 BAY PINES BLVD
BAY PINES, FL 33744
CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS
OFFICER: 10000 BAY PINES BLVD
BAY PINES, PINELLAS COUNTY, FL 33744
5755 RIO VISTA DRIVE
CLEARWATER, FL 33760
1. SILT FENCES (SYNTHETIC FILTER) CAN BE USED FOR 60 DAYS OR LONGER
DEPENDING ON ULTRAVIOLET STABILITY AND MANUFACTURER’S
RECOMMENDATIONS. HOWEVER, SILT FENCES GENERALLY HAVE A USEFUL LIFE OF
ONE SEASON, AND SHOULD BE PERIODICALLY REPLACED ON LONGER DURATION
CONSTRUCTION PROJECTS.
2. THE CONTRACTOR IS REQUIRED TO OBTAIN A NPDES PERMIT PRIOR TO
CONSTRUCTION COMMENCEMENT.
3. CONTRACTOR MUST PROVIDE EVIDENCE THAT THE CONSTRUCTION TEAMS COMPLY
WITH THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL
INSPECTOR TRAINING AND CERTIFICATION.
4. REMOVE SEDIMENT AND CLEAN OUT EROSION AND SEDIMENT CONTROL MEASURES
WHEN SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE HEIGHT MEASURED.
5. INSPECT EROSION AND SEDIMENT CONTROLS AFTER ALL RAINFALL EVENTS
PRODUCING 1/2" RAINFALL OR MORE.
EROSION CONTROL NOTES:
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 93.16
FF EL. 93.12
GATE
G
ATE
G
ATE
GATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
CONC BENCH
CONC BENCH
DIRT PATH
PAVILION
GATE
BUTTON
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
COLUMN (TYP)
CONCRETE
AREA
(3) VALVES
UNIDENTIFIED
ELECTRICAL
UTILITY
GENERATOR
& SERVICE PANEL
MEMORIAL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
TRANSFORMER
AC PAD
AC PAD
AC PAD
MAILBOX
KIOSK
AC PAD
WALL
DIRT PATH
HANDRAIL
(TYP)
HANDRAIL
(TYP)
AC
UNIT
HANDRAIL
(TYP)
6" CURB
6" CURB
6" CURB
8" WALL
SERVICE
PANEL
STEPS
HANDRAIL
(TYP)
STEPS
STEPS
COVERED
LANDING
HANDRAIL
(TYP)
COVERED
LANDING
1" BACKFLOW
PREVENTER
4" BACKFLOW
PREVENTER
1.5" BACKFLOW
PREVENTER
CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
TBM #51000
SET IR&C STAMPED
"PENNONI TRAV PNT"
EL. 93.61
47.88'
69.33'
22.40'
18.67'
28.00'
59.19'
14.67'
PROPOSED
BUILDING
4,411 SF
FFE: 91.5'
PROPOSED STAIR
ACCESS (TYP.)
18.67'
14.52'
PROPOSED ADA RAMP
10'
6'
6'
R6'
R19'
R5'
8'
PROPOSED RETAINING
WALL (TYP.)
PROPOSED
SIDEWALK (TYP.)
NO VEHICLE MOVEMENT
BEYOND THIS POINT "DO
NOT ENTER" SIGN
50FT SETBACK LINE
NEW
STAIRCASE
10'
PROPOSED STEM WALL.
REFER TO STRUCTURAL
PLANS FOR DETAILS
PROPOSED
CONCRETE PAD
R23'
5'
PROPOSED RETAINING
WALL (TYP.)
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING SUPPORT POST
EXISTING DIRT DRIVE
PROPOSED LEGEND
PROPOSED CURB LINE
PROPOSED EDGE OF PAVEMENT
PROPOSED BUILDING OUTLINE
PROPOSED SIDEWALK
PROPOSED WATER MAIN
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED UNDERGROUND ELECTRIC
PROPOSED UNDERGROUND GAS
PROPOSED SANITARY MANHOLE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR31
5.7
4%
PROPOSED SLOPE
PROPOSED SPOT ELEVATION
PROPOSED ASPHALT PAVEMENT
PROPOSED RETAINING WALL
Revisions DateRevisions Date
VA Project No.
RDC/JPA Project No.
Project Number RDCJP 23010
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
CONSTRUCT
EHRM INFRASTRUCT
01/20/2026 AAJS
573-21-106
GAINSVILLE, FL
BUILDING
0122085
Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
BID DOCUMENTS
STATION CHIEF - EDWIN BURNETT CS-101
SITE PLAN
00 10' 20'
N O
R
TH
SITE INFORMATION:
ADDRESS: 10000 BAY PINES BLVD
BAY PINES, FL 33744
CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS
5755 RIO VISTA DRIVE
CLEARWATER, FL 33760
TM 14
SSRIM
90.22
TELP MH
TLRIM
TM 18
SSRIM
SSRIM
SSRIM
SSRIM
TELP MH
TELP MH
TLRIM
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 93.16
FF EL. 93.12
G
ATE
G
ATE
GATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
PAVILION
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
CONCRETE
AREA
WALL
AC
UNIT
STEPS
STEPS
COVERED
LANDING CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
1.7%
1.5%
4.9%
4.9%
2.4%
.0
24.9%
20.3%
2.
0%
1.2%
91.50
91.50
91.50
91.50
90.24
90.02
90.10
91.50BW 88.57TW 91.45
TW 91.50
TW 89.00
TW 90.75
BW 90.06
BW 87.99
91.44
88.94
87.83
EX
91.44
87.88
EX
91.50
88.07
EX
88.00
EX
88.44
88.08
EX
87.98
EX
88.41
EX
88.51
EX
91.45
88.94
89.74
EX
89.90
EX
BW 87.82
TW 91.50
BW 87.98
91.50
90.30
88.72
EX
87.89
EX
88.95
88.95
87.75
EX
87.90
89.45
89.95 90.45
90.95
90.95 90.45
89.9589.4533.0%
88.45
90.94 90.44
89.94 89.44
88.45 88.42
1.5%
91.31
TW 90.00
BW 88.60
47.88'
69.33'
22.40'
18.67'
28.00'
59.19'
14.67'
PROPOSED
BUILDING
4,411 SF
FFE: 91.5'
18.67'
14.52'
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
FF EL. 91.75
FF EL. 91.74
FF EL. 96.22
FF EL. 96.37
FF EL. 93.16
FF EL. 93.12
G
ATE
G
ATE
GATE
GATE
SHUFFLEBOARD COURT
FF EL. 88.75
FF EL. 88.79
YARD DRAIN
GRATE EL. 88.20'
PAVILION
AC
SHED
6' CHAIN LINK
FENCE
FF EL. 88.75
FF EL. 88.82
CONCRETE
AREA
WALL
AC
UNIT
STEPS
STEPS
COVERED
LANDING CONTOUR LINE
(TYP)
TBM #51004
SET N&D STAMPED
"PENNONI TRAV PNT"
EL. 88.55
1.7%
1.5%
4.9%
4.9%
2.4%
.0
24.9%
20.3%
2.
0%
1.2%
91.50
91.50
91.50
91.50
90.24
90.02
90.10
91.50BW 88.57TW 91.45
TW 91.50
TW 89.00
TW 90.75
BW 90.06
BW 87.99
91.44
88.94
87.83
EX
91.44
87.88
EX
91.50
88.07
EX
88.00
EX
88.44
88.08
EX
87.98
EX
88.41
EX
88.51
EX
91.45
88.94
89.74
EX
89.90
EX
BW 87.82
TW 91.50
BW 87.98
91.50
90.30
88.72
EX
87.89
EX
88.95
88.95
87.75
EX
87.90
89.45
89.95 90.45
90.95
90.95 90.45
89.9589.4533.0%
88.45
90.94 90.44
89.94 89.44
88.45 88.42
1.5%
91.31
TW 90.00
BW 88.60
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING SUPPORT POST
EXISTING GROUNDING ROD
EXISTING DIRT DRIVE
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING SUPPORT POST
EXISTING GROUNDING ROD
EXISTING DIRT DRIVE
PROPOSED LEGEND
PROPOSED CURB LINE
PROPOSED EDGE OF PAVEMENT
PROPOSED BUILDING OUTLINE
PROPOSED SIDEWALK
PROPOSED WATER MAIN
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED UNDERGROUND ELECTRIC
PROPOSED UNDERGROUND GAS
PROPOSED SANITARY MANHOLE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR31
5.7
4%
PROPOSED SLOPE
PROPOSED SPOT ELEVATION
PROPOSED ASPHALT PAVEMENT
PROPOSED RETAINING WALL
Revisions DateRevisions Date
VA Project No.
RDC/JPA Project No.
Project Number RDCJP 23010
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
CONSTRUCT
EHRM INFRASTRUCT
01/20/2026 AAJS
573-21-106
GAINSVILLE, FL
BUILDING
0122085
Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
BID DOCUMENTS
STATION CHIEF - EDWIN BURNETT CG-151
GRADING AND DRAINAGE PLAN
00 10' 20'
N O
R
TH
SITE INFORMATION:
ADDRESS: 10000 BAY PINES BLVD
BAY PINES, FL 33744
CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS
5755 RIO VISTA DRIVE
CLEARWATER, FL 33760
GRADING NOTES:
1. THE PREPARED SUBGRADE SHALL BE PROOF ROLLED WITH A
SMOOTH-DRUM VIBRATING ROLLER TO DELINEATE SOFT/UNSTABLE
AREAS AND COMPACT SOILS DISTURBED DURING EXCAVATION
OPERATIONS. AREAS WHICH EXHIBIT INSTABILITY SHALL BE UNDERCUT
AND REPLACED WITH LOAD-BEARING FILL.
2. MINIMUM CONCRETE PAVEMENT GRADE SHALL BE 1.0% SLOPE UNLESS
NOTED OTHERWISE.
3. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS
MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS.
ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND
WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO
PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY
CONSTRUCT THE WORK.
4. CONTRACTOR TO ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS
MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY
INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION
OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR
REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER, NO
SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO
COMPLY WITH THIS REQUIREMENT.
5. THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND
MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS.
ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY
BARRICADES AROUND THE WORK AREA AND SHALL PROVIDE PROTECTION
AGAINST WATER DAMAGE AND SOIL EROSION.
7. DRAINAGE SYSTEM TO BE FLUSHED AFTER CONSTRUCTION.
ABBREVIATIONS:
TW: TOP OF WALL
BW: BOTTOM OF WALL
EX: EXISTING GRADE
W W
W W
W W
W W
W W
W
W
W
W
W
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
UNK
E
E
E
E
E E E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
UNK
CO
M
CO
M
COM
COM
COM
COM COM COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COM
C O
M
C O
M C
O M
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S S
S S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS
W
W
E
E
E
W W
W
SS
SS
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 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 W
W W
W
W W
W
W
W W
W W
W W
W W
W
W W
W
SS
SS
SS
W
W
W
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
W
E
E E
E
E E
E E
E
E E E
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
CO
M
COM
COM
COM
E
E
E E
E
E E
E E
E E
E
E E E E
UNK
UNK
UNK
UN
K
UNK
UNK
UNK
UNK
UN
K
UNK
UNK
U N
K U
N K
UN
K
UN
K
UN
K
U N
K U
N K
U N
K
U N
K U
N K
U N
K U
N K
U N
K U
N K
UNK
U N
K U
N K
U N
K U
N K
UNK
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
U N
K U
N K
U N
K U
N K
U N
K
U N
K
W
W
W
W
E
E
E
E
E
E
E
E
E
E
UNK
UNK
E
E
E
W W
W W
W W
W
W
W
W
W
W W
W W
(2'-4')
(3'-5')
(3'-5')
(14'-16')
(1 '-3
(1 '-3
(4'-6')
(1'-3')
(1' -3'
(2'-5')
(3'-5') (1'-3')
(1 '-3
(2'-4')
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
(2'-4')
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW
CW
CW
CWCW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
6" WELL
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
G
AS
G
AS
G
AS
G
AS
GAS
GAS
G
AS
G
AS
G
AS
G
AS
TELEPHONE
MANHOLE
RIM EL. 87.61'
TELEPHONE
MANHOLE
RIM EL. 88.49'
TELEPHONE
MANHOLE
RIM EL. 91.86'
BOLLARD
(TYP)
BUILDING
BUILDING
FF EL. 98.03
BUILDING
BUILDING
BUILDING
GATE
G
ATE
G
ATE
GATE
SHUFFLEBOARD COURT
CONC BENCH
CONC BENCH
DIRT PATH
AC
SHED
6' CHAIN LINK
FENCE
COLUMN (TYP)
(3) VALVES
UNIDENTIFIED
ELECTRICAL
UTILITY
& SERVICE PANEL
MEMORIAL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
SERVICE
PANEL
TRANSFORMER
AC PAD
AC PAD
AC PAD
MAILBOX
KIOSK
AC PAD
WALL
DIRT PATH
HANDRAIL
(TYP)
HANDRAIL
(TYP)
AC
UNIT
HANDRAIL
(TYP)
6" CURB
6" CURB
8" WALL
SERVICE
PANEL
STEPS
HANDRAIL
(TYP)
STEPS
STEPS
COVERED
LANDING
HANDRAIL
(TYP)
COVERED
LANDING
1" BACKFLOW
PREVENTER
4" BACKFLOW
PREVENTER
1.5" BACKFLOW
PREVENTER
CONTOUR LINE
(TYP)
47.88'
69.33'
22.40'
18.67'
28.00'
59.19'
14.67'
PROPOSED
BUILDING
4,411 SF
FFE: 91.5'
18.67'
14.52'
NEW 6"
ISOLATION VALVE
EXISTING LEGEND
EXISTING MANHOLES
EXISTING COMMUNICATION, UNDERGROUND
EXISTING NATURAL GAS, UNDERGROUND
EXISTING POWER, UNDERGROUND
EXISTING SANITARY SEWER, UNDERGROUND
EXISTING STORM SEWER, UNDERGROUND
EXISTING STORM SEWER, ROOF DRAIN
EXISTING SOLAR PANEL
EXISTING WATER, UNDERGROUND
EXISTING CURB
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING TREES
EXISTING BOLLARD
BORING LOCATION
EXISTING SIGN
EXISTING LIGHT
EXISTING UTILITY POLE
EXISTING FENCE
EXISTING BUILDING
EXISTING SPOT ELEVATION100.55
EXISTING STORM SEWER, INLET
EXISTING SANITARY SEWER, CLEAN-OUT
EXISTING JUNCTION BOX
EXISTING WATER STRUCTURES
EXISTING VALVES
EXISTING SIDEWALK
PROJECT BOUNDARY LIMITS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING OVERGROWTH
EXISTING TRANSFORMER
EXISTING SUPPORT POST
EXISTING DIRT DRIVE
5.7
4%
PROPOSED LEGEND
PROPOSED CURB LINE
PROPOSED EDGE OF PAVEMENT
PROPOSED BUILDING OUTLINE
PROPOSED SIDEWALK
PROPOSED WATER MAIN
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED UNDERGROUND ELECTRIC
PROPOSED UNDERGROUND GAS
PROPOSED SANITARY MANHOLE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR31
5.7
4% PROPOSED SLOPE
PROPOSED SPOT ELEVATION
PROPOSED ASPHALT PAVEMENT
Revisions DateRevisions Date
VA Project No.
RDC/JPA Project No.
Project Number RDCJP 23010
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
CONSTRUCT
EHRM INFRASTRUCT
01/20/2026 AAJS
573-21-106
GAINSVILLE, FL
BUILDING
0122085
Revisions Date
PENNONI ASSOCIATES INC.
5755 Rio Vista Dr
Clearwater, FL 33760 T 727.451.9561
Florida COA: 7819
BID DOCUMENTS
STATION CHIEF - EDWIN BURNETT CS-171
UTILITY PLAN
00 10' 20'
N O
R
TH
SITE INFORMATION:
ADDRESS: 10000 BAY PINES BLVD
BAY PINES, FL 33744
CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS
5755 RIO VISTA DRIVE
CLEARWATER, FL 33760
UTILITY NOTES:
1. UTILITY SERVICES WILL BE TAKEN FROM EXISTING CONNECTIONS.
2. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
3. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO
VISIBLE BENDS AT JOINTS.
4. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR
RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED
FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO
PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE
WORK.
5. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY
OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE
FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS
NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A
GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR.
CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
6. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED
AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,
REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE
BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR
THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS
IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS
INCURRED TO COMPLY WITH THIS REQUIREMENT.
7. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES.
8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO
PROVIDE FOR THEIR PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE
UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING
CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR
AND REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR.
9. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND
UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND
COMPACTED SUBGRADE.
10.CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND
TRENCH BACKFILLED BY THE END OF EACH WORK DAY.
11. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.
12.FLOW PRESSURE TO ALL FIRE HYDRANTS SHALL HAVE MINIMUM 600 GALLONS PER MINUTE AT
A MINIMUM RESIDUAL PRESSURE OF 20 POUNDS PER SQUARE INCH.
13. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.
14. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED
GRADE, UNLESS OTHERWISE INDICATED.
15. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.
16. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE
PRESENCE OF UTILITY OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE
APPROVED IN FIELD AFTER PIPE IS EXPOSED. CONTRACTOR SHALL PROVIDE WRITTEN
REQUEST TO PENNONI WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5
WORKING DAYS IN ADVANCE OF PLANNED CONNECTION. COORDINATE WITH LOCAL
JURISDICTION ON THE CAPPING AND DISCONNECTING REQUIREMENTS FOR
17. ANY EXISTING SERVICES.ALL BUILDINGS CONTAINING KITCHENS / RESTAURANTS REQUIRE
GREASE TRAPS SIZED IN ACCORDANCE WITH THE EPA REGULATIONS WITHIN SANITARY
LATERALS.
18.CONTRACTOR SHALL CALL FOR A 000-SITE DEVELOPMENT MEETING WITH THE ENGINEERING
DEPARTMENT UTILITY CONSTRUCTION INSPECTORS PRIOR TO THE START OF ANY
CONSTRUCTION ACTIVITIES ON SITE.
19.ON SITE SANITARY SEWER IS PRIVATELY OWNED.
20.A SEPARATE PERMIT IS REQUIRED FOR THE SEWER CUT AND CAP. THE CUT AND CAP PERMIT
MUST BE OBTAINED BY A LICENSED PLUMBER, ISSUED, INSPECTED, AND COMPLETED PRIOR
TO THE ISSUANCE OF THE ASSOCIATED DEMOLITION PERMIT.
21.DOGHOUSE MANHOLES ARE NOT PERMITTED FOR SANITARY SEWER MANHOLES.
22.CONTRACTOR SHALL VERIFY MINIMUM SEPARATION BETWEEN THE OUTSIDE DIAMETER OF
WATER, RECLAIMED WATER, STORM SEWER AND SANITARY SEWER SYSTEMS (18" MINIMUM
VERTICAL AND 10' MINIMUM HORIZONTAL SEPARATIONS). UPON COMPLETION OF
CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION AND PHOTOS
DOCUMENTING THE MINIMUM SEPARATION AS CONSTRUCTED. CONSTRUCTION SHALL
COMPLY WITH 62-555, FAC
23.ALL WATER, WASTEWATER, AND RECLAIMED WATER LINES CROSSING OTHER UTILITY LINES
HAVE AT LEAST 18" VERTICAL CLEARANCE.
24.CONSTRUCTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2013 EDITION CHAPTER 16 FIRE
SPRINKLER…
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