03-27-2026 Addendum 1 Combined Drawings.pdf
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UGC
UGCW W
W W
W W
W
W W W W
W W
W
W
W W
W
W W
W W
GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GA
S
UGE
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UG
E UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UGE UGE UGE
UGE
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UG
E
UG
E
UGC
UGC
UGC
UGC
UGC
UGC
UGC
37.68 37.
37.
38.
39.05
37.
38.
38.
40.
38.
38.
37.26 38.19 38.
37.
37.
37.
37.
38.74 38.
38.
35.
35.64 35.
35.70 36.
39.
36.
35.
35.
86 35.73 37.03 37.
38.
38.
38.
39.39 39.
37.
37.
37.
37.
26 37 .56
43.
44.
36.
36.
35.96
36.
36.
25 36.
37.
37.67
38.
38.
39.
40.06
40.
37.74 37.99
37.
37.
37.
37.
38.
.11
36.
37.
37.
37.
37.
39.
36.
41.
.61
35.
37.
37.
38.72
41.
39.
38.
38.
37.
37.
37.50
.60
37.
38.
37.
38.
37.
39.
38.
37.
38.
38.
38.
36.
36.
37.
38.
38.
35.
36.
37.
38.
39.0 40.4
36.5 36.
35.
34.
9 38 .05
35.
7 34 .9
.4
.4
44.
44.
43.
43.
41.
39.
41.
38.
38.
41.
38.
39.
40.
41.
38.
38.10
37.
38.
70 34.
67 32.
Edge of AsphaltSign
8' Metal Fence
Mechanical Manhole
Concrete Ramp
Aluminum Stairs
Concrete Ramp
Aluminum Stairs
Aluminum Stairs
As ph alt
Handrail
Overhang (Bus Stop)
F.F.E.=39.31'
8' Chain Link Fence Gate
Concrete Ramp
Concrete Wall
Edge of Pavement
Edge of Pavement
Edge of Pavement
Top of Bank
Toe of Slope
Toe of Slope
Mechanical Manhole
Trench Drain
Mechanical Manhole
Overhang
Overhang
Edge of Pavement
Masonry Wall
8' Iron Rod Fence
Co nc re te
Ma so nr y
W all
Co nc re te
Pa d
Stairs
5' Chain Link Fence
8' Chain Link Fence
Unknown Utility Pole
Overhang
Overhang
4' Concrete Walk
4' Concrete Walk
Sign
Sanitary Flapper Valve
Overhang
Overhang
Concrete Pad
Gate
Concrete Steps
Overhang
Gate
D-19
D-37
D-38
D-36
D-35
D-50
D-51
D-53
D-96
D-94
S-26
D-58
D-95
D-
D-134
D-135
D-132
D-133
D-131
D-137
D-136
D-129
D-159
" R
CP
D-176
" C
MP
" C
MP
" C
MP
" R
CP
12"x18" ERCP
" x
" E
RC
P
15" RCP
Invert = 33.10'
14" x 23" ERCP
Invert = 33.55'
Invert = 33.95'
Invert = 33.89'
42" RCP
12" PVC
8" P
VC
18" RCP
6" PVC
18" RCP
24" RCP
" P
VC
" P
VC
6"
P
VC
" R
CP
Top EL.=37.44' Invert=Unable (No Access)
Top EL.=37.24' Invert=36.14'
Top EL.=40.33' Invert=39.58' (E)
Invert=34.13' (BSE)
Top EL.=40.37' Invert=39.62' (E)
Invert=39.32' (BSE)
3" PVC
3" PVC
Top EL.=42.06' Invert=Unable
(Sealed)
Top EL.=42.32' Invert=41.52' (N)
Invert=41.27' (BSE)
6" PVC
Top EL.=40.05' Invert=40.30' (N) Invert=39.00' (S)
Invert=38.30' (BSE)
18" RCP
" R
CP
" R
CP
" R
CP
36" RCP
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 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 X X X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
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 X
X X
X X
S-44
S-30
S-31
S-33
S-14
S-42
S-46
S-45
S-43
S-47
S-15
42" RCP 42" RCP
8" P
VC
8" DIP
8" D
IP
8" DIP
8" P
VC
4" PVC
4" PVC
8" DIP
6" V
CP
8" PVC
8" PVC
8" PVC
8" D
IP6"
PVC
4"
PV
C
30" RCP
8" V
CP
8" P
VC
6" P
VC
8" P
VC
8" PVC
8" D
IP
6" V
CP
6" DIP
Concrete "D" Curb
Concrete "D" Curb
Concrete "D" Curb
Concrete "D" Curb
Concrete "D" Curb
Co nc re te
"D " C ur b
Co nc re te
"D " C ur b
Concrete "F" Curb
Co nc re te
"F " C ur b
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
North Right-of-way Boundary of 131st Avenue (D) North Boundary of the SE 1/4 of the
NW 1/4 of Section 8-28S-19E, also being the South Boundary of the NE 1/4 of the NW 1/4 of Section 8-28S-19E
North Right-of-way Boundary of 131st Avenue (D)
Southerly Projection of the East Right-of-way Boundary of
North 27th Street
E. 131ST AVE
N
TH
S
T
N
TH
S
T
BUILDING #39
BUILDING #42
#T76 #T75 #T74 #T73
BUILDING #24
BUILDING #56
BUILDING #38
BUILDING #1
.7'
56.2'
.7'
56.2'
.7'
56.2'
.7'23
.7'
56.2'
.7'
56.2'
.7'
56.2'
.7'
56.2'
.0'
4.5'
162.9'
4.1
4.5'
.0'
45.8'
8.8
73.4'
6.7 ' 25.3'
6.7
73.2'
8.8
45.5'
F.F.E. =41.10'F.F.E. =41.08'
F.F.E. =41.05'F.F.E. =41.06'
56.2'
F.F.E. =39.62'
T43
.5'
50.6'
.5'
50.6'
.4'
12.0'
1.3'
9.1
171.8'
6.7
57.8'
.9'
6.4'
.8'
.0'
14.0'
.0'
21.4'
1.5
9.5'1.5 '21.4'
.0'
.5'
60.5'
.5'
60.5'
.0'
27.3'
.3'
28.1'
.9'
13.5'
.0'
30.7'
.3'
30.7'
.0'
13.5'
.7'
13.5'
.0'
6.7'
6.0 '2.9'
8.0
2.9'
.7'
6.9'
.3'
21.0'
.3'
11.0'
.3'
21.0'
.3'
11.0'
.3'
21.0'
.4'
6.9'
.7'
6.7'
13.5'
.7'
13.5'
13.4'
.8'
39.8'
.8'
151.9'
.7'
.5'
3.3'
8.0
3.3'
.5'
81.5'
5.2
7.3'
5.2
2.7'
.6'
4.0'
.3'
143.3'
3.4
8.8'
.9'
8.5'
.6'
13.7'
.3'
151.7'
.3'
151.9'F.F.E.=42.32'
F.F.E.=42.29'
F.F.E.=38.98'
F.F.E.=40.95'
F.F.E.=42.27'
F.F.E.=37.59'
F.F.E.=42.24'
F.F.E.=37.59'
F.F.E.=37.52'
F.F.E.=38.37'
F.F.E.=42.12'
F.F.E.=42.38'
F.F.E.=40.35'
146.3'
.2'
40.2'
2.2
7.0'
7.0'
.5'
13.3'
.5'
13.3'
31.6'
.4'
33.6'
.7'
11.9'
.3'
46.4'
11.5'
.7'
11.5'
BUILDING #19
N:
E:
1356500.00 518100.00
N:
E:
1356500.00 517600.00
N:
E:
1356900.00 517600.00
E. 131ST AVE
UGE UGE UGE UGE
X X X X X X X X X X X X X XX X X X X X X X X X X X X X
6A
6A
6A
UNDERGROUND ELECTRIC OR TELECOM LINE TO
BE RELOCATED AS NEEDED FOR DUCT BANK
INSTALLATION. CONTRACTOR TO IDENTIFY EX LINE
PRIOR TO COMMENCEMENT OF CONSTRUCTION
AND COORDINATE WITH COR.
2A
2A
2B
6A 6A
11A 11A
11D
12A
12B 12B
12D 12D
12D
12D
12D
12D
13C
9 9 9
9A
6A 3
8E
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
PROPOSED BUILDING PER ARCHITECTURAL DESIGN. EXISTING
UTILITIES SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION; KNOWN
CONTRACTOR RESPONSIBLE FOR OBTAINING
ALL NECESSARY LOCAL PERMITS & MEETING
ALL LOCAL DESIGN STANDARD FOR
CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY.
8F
8"
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
XXXX
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
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X
XXXX
X
X
X X
X X X
X X
X X X
X X
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X
X X
X X
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X
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X
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XXXXXXXXXXX
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
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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 XX X X X X X X X X X
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XXXXXXXX
X X
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XXX
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KEY MAP
(NOT TO SCALE)
VA Project Number:
Building:
Drawing Number:
Project Title:
Project Location:
Issue Date:
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
Revisions: Date:
CONSULTANTS:
1/ 8"
=1 '-0
4'
8'
1/ 4"
=1 '-0
4'
8'
3/ 8"
=1 '-0
1/
2" =1
'-0
3/ 4"
=1 '-0
1"
=1 '-0
1-
1/ 2"
=1 '-0
3"
=1 '-0
2'
4' 6'
2'
4' 6"
1'
2' 3'
6"
1' 2'
6"
1'
1' 6"
2345678910111213141516
B
C
D
E
F
G
H
I
J
12345678910111213141516
ARCHITECT / ENGINEER OF RECORD:
CONSULTANT: ARCHITECT:
PROFESSIONAL SEAL:
CONSULTANT:CONSULTANT: CONSULTANT:
04/04/2025
AKZJCH
ISSUED FOR CONSTRUCTION
3.
. 0 2-
AE
3.
5/
/2 3.
pd f
COMPASS
8734 GALLOWAY TRAIL
NOVELTY, OH. 44072
619-925-1647
CB DESIGN GROUP
421 KING ST
SUITE 301
ALEXANDRIA, VA 22314
703-772-4213
SCOTT PRZYBYSZ
15 SUNNEN DR. SUITE 104
ST. LOUIS, MO 63143
314-951-2535
INTEGRITY FEDERAL SERVICES
148 S. QUEEN ST. SUITE 201
MARTINSBURG, WV. 25401
304-725-8456
CLARE KRAMER
2815 DIRECTORS ROW
SUITE 500
ORLANDO, FL. 32809
407-917-2430
James A. Haley Veterans Hospital 13000 Bruce B. Downs Blvd.
Tampa, FL. 33612
EHRM INFRASTRUCTURE
UPGRADES TAMPA, FL
673-20-1071. ADDENDUM 1 03/27/2026
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C D
CD101
DEMOLITION PLAN
KEY
NO. DESCRIPTION
CONCRETE CURB:
1. 1/2/3
CS501
GRAPHIC
LIMITS OF WORK
ASPHALT PAVEMENT TO BE SAWCUT & REMOVED
CONCRETE SIDEWALK TO BE REMOVED,
REMOVE TO NEAREST JOINT
3-5
GC501INLET PROTECTION
DETAIL
CONCRETE PAVEMENT TO BE SAWCUT & REMOVED
TREE PROTECTION & ROOT PRUNING TP
6-7
GC501
IP
TP
2.
3.
4.
6.
PRE FABRICATED ELEVATED WALKWAYS, RAMPS, STAIRS, ETC; ASSOCIATED WITH THE
EX TRAILERS, TO BE REMOVED AS NEEDED FOR UTILITY INSTALLATION & RESTORED
TO EX CONDITION IN COORDINATION WITH ARCHITECTURAL DESIGN.
8A.
10.
DESCRIPTION GRAPHIC DETAIL
RP
SIGNAGE TO BE REMOVED AS NECESSARY FOR UTILITY
TRENCHING & RESTORED TO EX. CONDITION.
GRAVEL ROAD TO BE REMOVED &
RESTORED TO EXISTING CONDITION
CONCRETE FLUSH CURB TO BE REMOVED,
REMOVE TO NEAREST JOINT
CONCRETE CURB AND GUTTER TO BE
REMOVED, REMOVE TO NEAREST JOINT
WHEEL STOPS TO BE REMOVED & RESTORED TO
EXISTING CONDITION
UNDERGROUND ELECTRIC OR TELECOM LINE TO BE RELOCATED AS NEEDED FOR
DUCT BANK INSTALLATION. CONTRACTOR TO IDENTIFY EX LINE PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND COORDINATE WITH THE COR.
ADA RAMP TO BE REMOVED AS NEEDED FOR UTILITY INSTALLATION.
CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN ADA/ABAAS COMPLIANCE.2A.
EX. RAILING & ADA RAMP TO BE REMOVED AS NEEDED FOR UTILITY INSTALLATION.
CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN ADA/ABAAS COMPLIANCE.2B.
5. GRAVEL/LANDSCAPE ROCK TO BE REMOVED &
RESTORED TO EXISTING CONDITION
6A. CONCRETE HEADER CURB TO BE REMOVED,
REMOVE TO NEAREST JOINT
6B.
6C.
FENCING:7.
7A.
BLACK CHAINLINK FENCING TO BE REMOVED AS
NEEDED FOR UTILITY INSTALLATION. RESTORED TO
EX. CONDITION.
7B.
BLACK ORNAMENTAL METAL FENCING TO BE
REMOVED AS NEEDED FOR UTILITY INSTALLATION.
RESTORED TO EX. CONDITION .
X
TRAFFIC:8.
8B. SPEED BUMP TO BE REMOVED & RESTORED TO
EXISTING CONDITION
8C. GUARD RAIL TO BE REMOVED & RESTORED TO
EXISTING CONDITION
9.
9A. DECORATIVE "NO ENTRANCE" SIGN TO BE REMOVED AS NECESSARY
FOR UTILITY TRENCHING & RESTORED TO EX. CONDITION.
UTILITIES:11.
11A.
INTERCEPT EX UNGD FEEDER & REROUTE THE FEEDER AS SHOWN, EXTEND CONDUIT
& WIRE AS NECESSARY. PRIOR TO INTERCEPTING THE EX FEEDER, THE ELECTRICAL
CONTRACTOR SHALL VERIFY WHAT THIS FEEDER SERVES & COORDINATE THE OUTAGE
OF ALL DOWNSTREAM LOADS WITH THE COR. COORDINATE CONSTRUCTION PER
ELECTRICAL DESIGN TEAM DIRECTION.
11B.
EX. UNGD POWERLINE TO BE IDENTIFIED PRIOR TO CONSTRUCTION & SHALL NOT BE
DISTURBED. PROP. TELCOM DUCT WILL BE INSTALLED ADJACENT TO EX LINE;
CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIRED SEPARATION
REQUIREMENTS.
11C.
GUY WIRE WILL BE DISTURBED DURING UTILITY TRENCHING. CONTRACTOR
RESPONSIBLE TO COORDINATE WITH LOCAL UTILITY, PROTECT & STABILIZE EX UTILITY
POLES, & REINSTALL/RELOCATE GUY WIRE AS NEEDED.
11D.
CS501
ADDITIONAL PROTECTION:
ALL ITEMS NOT IDENTIFIED TO BE REMOVED OR OUTSIDE THE LIMITS OF WORK, SHALL
NOT BE DISTURBED. THE FOLLOWING LIST IS PROVIDED FOR THE CONTRACTOR'S
BENEFIT TO IDENTIFY CRITICAL INFRASTRUCTURE THAT SHALL NOT BE DISTURBED,
BUT DOES NOT NULLIFY THE CONTRACTOR'S RESPONSIBILITIES.
12.
12A. UTILITY POLE AND ASSOCIATED GUY WIRES TO BE PROTECTED AND NOT DISTURBED
DURING CONSTRUCTION.
12B. FENCING & FOOTERS TO BE PROTECTED & NOT DISTURBED DURING CONSTRUCTION.
12C. EQUIPMENT PAD TO BE PROTECTED AND NOT DISTURBED DURING CONSTRUCTION.
12D. CONTRACTOR TO TAKE EXTRA CARE IN VICINITY OF OVERHEAD LINES.
VEGETATION:13.
13A. TREE TO REMAIN AND TO BE PROTECTED
13B. TREE TO BE REMOVED
13E. VEGETATION WITHIN FOOTPRINT OF PROPOSED BUILDING TO BE REMOVED
13F. RAISED PLANTER BED/LANDSCAPE WALL TO BE REMOVED AS NEEDED
FOR UTILITY INSTALLATION, RESTORED TO EX CONDITION.
CS501
13C. VEGETATION/SHRUBS TO BE REMOVED AS NEEDED FOR UTILITY TRENCHING AND
RESTORED TO EX CONDITION
13D. APPROX. EXTENTS OF PLANTER BED AREA TO BE REMOVED AS NEEDED FOR UTILITY
INSTALLATION AND RESTORED TO EX CONDITION
8D. LIGHT POLE TO BE REMOVED AS NEEDED FOR
UTILITY TRENCHING & RESTORED TO EX CONDITION
8E. BOLLARD LIGHTING TO BE REMOVED AS NEEDED FOR
UTILITY TRENCHING & RESTORED TO EX CONDITION
CS501
8F. DETECTOR LOOP FOR EX. GATE TO BE REMOVED AS
NEEDED FOR UTILITY TRENCHING & REPLACED
NORTH
GRAPHICAL SCALE: 1"=20'
20 10 0 20 40 60
CIVIL DESIGN SCOPE ENDS 5-FT FROM ANY
BUILDING OR STRUCTURE.
AutoCAD SHX Text 18"
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
BF
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 1 Parking
AutoCAD SHX Text 1 Parking
AutoCAD SHX Text Grass
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Concrete Entrance
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Concrete Entrance
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Raised Concrete
AutoCAD SHX Text Raised Concrete
AutoCAD SHX Text Covered Aluminum Deck
AutoCAD SHX Text Covered Aluminum Deck
AutoCAD SHX Text Aluminum Ramp
AutoCAD SHX Text Hatched Area
AutoCAD SHX Text
GRASSED PARKING AREA
AutoCAD SHX Text Raised Concrete
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text 6' Concrete Walk
AutoCAD SHX Text 5" Concrete Walk
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete Loading Dock
AutoCAD SHX Text Concrete
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text F.F.E.=37.89'
AutoCAD SHX Text Grass
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Asphalt Entrance
AutoCAD SHX Text Grass
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt Entrance
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Concrete Entrance
AutoCAD SHX Text Grass
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Grass
AutoCAD SHX Text Concrete
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text 1300 Gallon Diesel Tank
AutoCAD SHX Text Hazmat Storage
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Grass
AutoCAD SHX Text Dirt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text Grass
AutoCAD SHX Text Concrete
AutoCAD SHX Text Conc.
AutoCAD SHX Text Gravel
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Grass
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Lansdcape
AutoCAD SHX Text Concrete
AutoCAD SHX Text Covered Concrete
AutoCAD SHX Text Covered Concrete
AutoCAD SHX Text
CONCRETE RAMP
AutoCAD SHX Text Concrete Pad W/Equipments
AutoCAD SHX Text 40'
AutoCAD SHX Text Asphalt Pavement
AutoCAD SHX Text N 89°46'50" W 272.92' (F)
AutoCAD SHX Text
TBM #10
AutoCAD SHX Text
TBM #23
AutoCAD SHX Text
TBM #9
AutoCAD SHX Text
"PARCEL 2"
AutoCAD SHX Text Folio #: 036322-0000 Department of Veterans Affairs Attn: James A Haley Vet Hosp 1300 Bruce B Downs Blvd Tampa, FL 33612-9217 (OR Book 6877, Page 193)
AutoCAD SHX Text Total Acreage 33006.57 Square Feet 0.758 Acres
AutoCAD SHX Text North Boundary of the SE 1/4 of the NW 1/4 of Section 8-28S-19E, also being the South Boundary of the NE 1/4 of the NW 1/4 of Section 8-28S-19E
AutoCAD SHX Text North Right-of-way Boundary of 131st Avenue
AutoCAD SHX Text South Right-of-way Boundary of 131st Avenue (D)
AutoCAD SHX Text 60' Public Right-of-way
AutoCAD SHX Text Asphalt Pavement
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
USA
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 1.9'S
AutoCAD SHX Text 1.8'S
AutoCAD SHX Text 4.3'E
AutoCAD SHX Text 3.4'W
AutoCAD SHX Text 4.6'E
AutoCAD SHX Text 4.7'E
AutoCAD SHX Text 8.7'N
AutoCAD SHX Text 8.8'N
AutoCAD SHX Text 8.9'N
AutoCAD SHX Text 9.0'N
AutoCAD SHX Text 4.7'N
AutoCAD SHX Text 4.7'N
AutoCAD SHX Text 47.0'
AutoCAD SHX Text 35.4'
AutoCAD SHX Text 34.9'
AutoCAD SHX Text 4.7'E
AutoCAD SHX Text 14.0'
AutoCAD SHX Text 44.0'
AutoCAD SHX Text 34.8'
AutoCAD SHX Text 30.8'
AutoCAD SHX Text 4.8'
AutoCAD SHX Text 2.5'W
AutoCAD SHX Text 5.3'
AutoCAD SHX Text 30.19' (F)
AutoCAD SHX Text 30.19' (F)
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text North 121' (D)
AutoCAD SHX Text South 151' (D)
AutoCAD SHX Text LESS South 9.0' (D) Per Parcel 103, OR Book 4554, Page 914
AutoCAD SHX Text 17.53'
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
PARCEL 4
AutoCAD SHX Text Parcel 2 Folio #: 036322-0000
AutoCAD SHX Text U
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text V
AutoCAD SHX Text
AC
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text
AC
AutoCAD SHX Text
AC
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text Planter
AutoCAD SHX Text 3 Parking
AutoCAD SHX Text 3 Parking
AutoCAD SHX Text 3 Parking
AutoCAD SHX Text 4 Parking
AutoCAD SHX Text S 89°48'01" E 250.00' (D)
AutoCAD SHX Text 15' Storm Drainage System Easement Storm Drainage System Easement per O.R. Book 2202, Page 62
AutoCAD SHX Text 30' Right-of-way Easement per OR Book 1567, Page 278
AutoCAD SHX Text Point of Beginning
AutoCAD SHX Text L3
AutoCAD SHX Text L3
AutoCAD SHX Text N 00°23'21" E 120.97' (F)
AutoCAD SHX Text S 00°18'57" W 120.97' (F)
AutoCAD SHX Text L7
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text 24"
AutoCAD SHX Text
PLAN KEY NOTES
AutoCAD SHX Text
LEGEND
18"
14"
18"
12"
10"
8"
8"
8"
Edge of AsphaltSign
8' Metal Fence
Mechanical Manhole
Concrete Ramp
Aluminum Stairs
Concrete Ramp
Aluminum Stairs
Aluminum Stairs
As ph alt
Handrail
Overhang (Bus Stop)
F.F.E.=39.31'
8' Chain Link Fence Gate
Concrete Ramp
Concrete Wall
Edge of Pavement
Edge of Pavement
Edge of Pavement
Top of Bank
Toe of Slope
Toe of Slope
Mechanical Manhole
Trench Drain
Mechanical Manhole
Overhang
Overhang
Edge of Pavement
Masonry Wall
8' Iron Rod Fence
Co nc re te
Ma so nr y
W all
Co nc re te
Pa d
Stairs
5' Chain Link Fence
8' Chain Link Fence
Unknown Utility Pole
Overhang
Overhang
4' Concrete Walk
4' Concrete Walk
Sign
Sanitary Flapper Valve
Overhang
Overhang
Concrete Pad
Gate
Concrete Steps
Overhang
Gate
D-19
D-37
D-38
D-36
D-35
D-50
D-51
D-53
D-96
D-94
S-26
D-58
D-95
D-
D-134
D-135
D-132
D-133
D-131
D-137
D-136
D-129
D-159
" R
CP
D-176
" C
MP
" C
MP
" C
MP
" R
CP
12"x18" ERCP
" x
" E
RC
P
15" RCP
Invert = 33.10'
14" x 23" ERCP
Invert = 33.55'
Invert = 33.95'
Invert = 33.89'
42" RCP
12" PVC
8" P
VC
18" RCP
6" PVC
18" RCP
24" RCP
" P
VC
" P
VC
6"
P
VC
" R
CP
Top EL.=37.44' Invert=Unable (No Access)
Top EL.=37.24' Invert=36.14'
Top EL.=40.33' Invert=39.58' (E)
Invert=34.13' (BSE)
Top EL.=40.37' Invert=39.62' (E)
Invert=39.32' (BSE)
3" PVC
3" PVC
Top EL.=42.06' Invert=Unable
(Sealed)
Top EL.=42.32' Invert=41.52' (N)
Invert=41.27' (BSE)
6" PVC
Top EL.=40.05' Invert=40.30' (N) Invert=39.00' (S)
Invert=38.30' (BSE)
18" RCP
" R
CP
" R
CP
" R
CP
36" RCP
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 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 X X X
X
X
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
USA
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 X X X X X X X X X X X X X X X
X X X
X X
X X
S-44
S-30
S-31
S-33
S-14
S-42
S-46
S-45
S-43
S-47
S-15
42" RCP 42" RCP
8" P
VC
8" DIP
8" D
IP
8" DIP
8" P
VC
4" PVC
4" PVC
8" DIP
6" V
CP
8" PVC
8" PVC
8" PVC
8" D
IP6"
PVC
4"
PV
C
30" RCP
8" V
CP
8" P
VC
6" P
VC
8" P
VC
8" PVC
8" D
IP
6" V
CP
6" DIP
Concrete "D" Curb
Concrete "D" Curb
Concrete "D" Curb
Concrete "D" Curb
Concrete "D" Curb
Co nc re te
"D " C ur b
Co nc re te
"D " C ur b
Concrete "F" Curb
Co nc re te
"F " C ur b
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
North Right-of-way Boundary of 131st Avenue (D) North Boundary of the SE 1/4 of the
NW 1/4 of Section 8-28S-19E, also being the South Boundary of the NE 1/4 of the NW 1/4 of Section 8-28S-19E
North Right-of-way Boundary of 131st Avenue (D)
Planter
3 Parking
3 Parking
3 Parking
4 Parking
Southerly Projection of the East Right-of-way Boundary of
North 27th Street
E. 131ST AVE
N
TH
S
T
N
TH
S
T
BUILDING #39
BUILDING #42
#T76 #T75 #T74 #T73
BUILDING #24
BUILDING #56
BUILDING #38
BUILDING #1
.7'
56.2'
.7'
56.2'
.7'
56.2'
.7'23
.7'
56.2'
.7'
56.2'
.7'
56.2'
.7'
56.2'
.0'
4.5'
162.9'
4.1
4.5'
.0'
45.8'
8.8
73.4'
6.7 ' 25.3'
6.7
73.2'
8.8
45.5'
F.F.E. =41.10'F.F.E. =41.08'
F.F.E. =41.05'F.F.E. =41.06'
56.2'
F.F.E. =39.62'
T43
.5'
50.6'
.5'
50.6'
.4'
12.0'
1.3'
9.1
171.8'
6.7
57.8'
.9'
6.4'
.8'
.0'
14.0'
.0'
21.4'
1.5
9.5'1.5 '21.4'
.0'
.5'
60.5'
.5'
60.5'
.0'
27.3'
.3'
28.1'
.9'
13.5'
.0'
30.7'
.3'
30.7'
.0'
13.5'
.7'
13.5'
.0'
6.7'
6.0 '2.9'
8.0
2.9'
.7'
6.9'
.3'
21.0'
.3'
11.0'
.3'
21.0'
.3'
11.0'
.3'
21.0'
.4'
6.9'
.7'
6.7'
13.5'
.7'
13.5'
13.4'
.8'
39.8'
.8'
151.9'
.7'
.5'
3.3'
8.0
3.3'
.5'
81.5'
5.2
7.3'
5.2
2.7'
.6'
4.0'
.3'
143.3'
3.4
8.8'
.9'
8.5'
.6'
13.7'
.3'
151.7'
.3'
151.9'F.F.E.=42.32'
F.F.E.=42.29'
F.F.E.=38.98'
F.F.E.=40.95'
F.F.E.=42.27'
F.F.E.=37.59'
F.F.E.=42.24'
F.F.E.=37.59'
F.F.E.=37.52'
F.F.E.=38.37'
F.F.E.=42.12'
F.F.E.=42.38'
F.F.E.=40.35'
146.3'
.2'
40.2'
2.2
7.0'
7.0'
.5'
13.3'
.5'
13.3'
31.6'
.4'
33.6'
.7'
11.9'
.3'
46.4'
11.5'
.7'
11.5'
BUILDING #19
24"
N:
E:
1356500.00 518100.00
N:
E:
1356500.00 517600.00
N:
E:
1356900.00 517600.00
E. 131ST AVE
UGC
UGCW W
W W
W W
W
W W W W
W W
W
W
W W
W
W W
W W
GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS
GA
S
UGE
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UG
E UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE UGE UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UGE UGE UGE
UGE
UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UG
E
UG
E
UGC
UGC
UGC
UGC
UGC
UGC
UGC
UGE UGE UGE UGE
X X X X X X X X X X X X X X
UG
F
UG
F
UG
F
UGFUGF UGF UGF UGF UGF UGF UGF
UG
F
UG
F
UG
F
UG
F
UGF
UGF
X X X X X X X X X X X X X X
UG
F
UG
F
HH
HH
HH
HH
14A
HH
14B
HH
HH
HH
2 - 4" CONDUIT BANK
2 - 4"
C
ON
DU
IT
B
AN
K
6A
6A
6A
UNDERGROUND ELECTRIC OR TELECOM LINE TO
BE RELOCATED AS NEEDED FOR DUCT BANK
INSTALLATION. CONTRACTOR TO IDENTIFY EX LINE
PRIOR TO COMMENCEMENT OF CONSTRUCTION
AND COORDINATE WITH COR.
2A
2A
2B
6A 6A
11A 11A
11D
12A
12B 12B
12D 12D
12D
12D
12D
12D
13C
9 9 9
9A
UGF
UGF
6A 3
8E
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
15'R
2 - 4" CONDUIT BANK
2 - 4" CONDUIT BANK
2 - 4" CONDUIT BANK
2 - 4" CONDUIT BANK
5'R
5'R
'R
5'R
5'R
5'R
5'R
5'R
PROPOSED BUILDING PER ARCHITECTURAL DESIGN. EXISTING
UTILITIES SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION; KNOWN
CONTRACTOR RESPONSIBLE FOR OBTAINING
ALL NECESSARY LOCAL PERMITS & MEETING
ALL LOCAL DESIGN STANDARD FOR
CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY.
8F
VA Project Number:
Building:
Drawing Number:
Project Title:
Project Location:
Issue Date:
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
Revisions: Date:
CONSULTANTS:
1/ 8"
=1 '-0
4'
8'
1/ 4"
=1 '-0
4'
8'
3/ 8"
=1 '-0
1/
2" =1
'-0
3/ 4"
=1 '-0
1"
=1 '-0
1-
1/ 2"
=1 '-0
3"
=1 '-0
2'
4' 6'
2'
4' 6"
1'
2' 3'
6"
1' 2'
6"
1'
1' 6"
2345678910111213141516
B
C
D
E
F
G
H
I
J
12345678910111213141516
ARCHITECT / ENGINEER OF RECORD:
CONSULTANT: ARCHITECT:
PROFESSIONAL SEAL:
CONSULTANT:CONSULTANT: CONSULTANT:
04/04/2025
AKZJCH
ISSUED FOR CONSTRUCTION
3.
. 0 2-
AE
3.
5/
/2 3.
pd f
COMPASS
8734 GALLOWAY TRAIL
NOVELTY, OH. 44072
619-925-1647
CB DESIGN GROUP
421 KING ST
SUITE 301
ALEXANDRIA, VA 22314
703-772-4213
SCOTT PRZYBYSZ
15 SUNNEN DR. SUITE 104
ST. LOUIS, MO 63143
314-951-2535
INTEGRITY FEDERAL SERVICES
148 S. QUEEN ST. SUITE 201
MARTINSBURG, WV. 25401
304-725-8456
CLARE KRAMER
2815 DIRECTORS ROW
SUITE 500
ORLANDO, FL. 32809
407-917-2430
James A. Haley Veterans Hospital 13000 Bruce B. Downs Blvd.
Tampa, FL. 33612
EHRM INFRASTRUCTURE
UPGRADES TAMPA, FL
673-20-1071. ADDENDUM 1 03/27/2026
CS101
SITE IMPROVEMENT PLANS
CONCRETE ENCASED TELECOMMUNICATIONS
DUCT PER TELECOM
HH
##HANDHOLE
TEST PIT
KEY
NO. DESCRIPTION
1.
GRAPHIC
LIMITS OF WORK
TYPE 1 OR 2 UTILITY PATCH
CONCRETE SIDEWALK
3/4/5
GC501INLET PROTECTION
DETAIL
CONCRETE PAVEMENT
TP
6/7
GC501
IP
TP
2.
3.
DESCRIPTION GRAPHIC DETAIL
RP
7/10
CS501
H15
TN502
CS501
1/2/3
CS501
CS501
CS501
CS501
ADA RAMP RESTORED. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ADA
COMPLIANCE.2A.
RAILING & ADA RAMP RESTORED. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ADA
COMPLIANCE.2B.
4. GRAVEL ROAD
5. GRAVEL/LANDSCAPE ROCK
CONCRETE CURB:6.
X
CONCRETE FLUSH CURB
CONCRETE CURB AND GUTTER
6A. CONCRETE HEADER CURB
6B.
6C.
FENCING:7.
7A. BLACK CHAINLINK FENCING
7B. BLACK ORNAMENTAL METAL FENCING X
8A. WHEEL STOPS
TRAFFIC:8.
8B. SPEED BUMP
GUARD RAIL8C.
PRE FABRICATED ELEVATED WALKWAYS, RAMPS, STAIRS, ETC; ASSOCIATED WITH THE
EX TRAILERS RESTORED TO EX CONDITION IN COORDINATION WITH ARCHITECTURAL
DESIGN.
10.
SIGNAGE RESTORED TO EX. CONDITION.
UNDERGROUND ELECTRIC OR TELECOM LINE TO BE RELOCATED AS NEEDED FOR
DUCT BANK INSTALLATION. CONSTRACTOR TO IDENTIFY EX LINE PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND COORDINATE WITH THE COR.
9.
9A. DECORATIVE "NO ENTRANCE" SIGN RESTORED TO EX. CONDITION.
UTILITIES:11.
11A.
INTERCEPT EX UNGD FEEDER & REROUTE THE FEEDER AS SHOWN, EXTEND CONDUIT
& WIRE AS NECESSARY. PRIOR TO INTERCEPTING THE EX FEEDER, THE ELECTRICAL
CONTRACTOR SHALL VERIFY WHAT THIS FEEDER SERVES & COORDINATE THE OUTAGE
OF ALL DOWNSTREAM LOADS WITH THE VA. COORDINATE CONSTRUCTION PER
ELECTRICAL DESIGN TEAM DIRECTION.
11B.
EX. UNGD POWERLINE TO BE IDENTIFIED PRIOR TO CONSTRUCTION & SHALL NOT BE
DISTURBED. PROP. TELCOM DUCT WILL BE INSTALLED ADJACENT TO EX LINE;
CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIRED SEPARATION
REQUIREMENTS.
11C.
CONTRACTOR RESPONSIBLE TO COORDINATE WITH LOCAL UTILITY, PROTECT &
STABILIZE EX UTILITY POLES, & REINSTALL/RELOCATE GUY WIRE AS NEEDED.11D.
ADDITIONAL PROTECTION:
ALL ITEMS NOT IDENTIFIED TO BE REMOVED OR OUTSIDE THE LIMITS OF WORK, SHALL
NOT BE DISTURBED. THE FOLLOWING LIST IS PROVIDED FOR THE CONTRACTOR'S
BENEFIT TO IDENTIFY CRITICAL INFRASTRUCTURE THAT SHALL NOT BE DISTURBED,
BUT DOES NOT NULLIFY THE CONTRACTORS RESPONSIBILITIES.
12.
12A. UTILITY POLE AND ASSOCIATED GUY WIRES TO BE PROTECTED AND NOT DISTURBED
DURING CONSTRUCTION.
12B. FENCING & FOOTERS TO BE PROTECTED & NOT DISTURBED DURING CONSTRUCTION.
12C. EQUIPMENT PAD TO BE PROTECTED AND NOT DISTURBED DURING CONSTRUCTION.
12D. CONTRACTOR TO TAKE EXTRA CARE IN VICINITY OF OVERHEAD LINES.
VEGETATION:13.
13A. TREE TO REMAIN AND TO BE PROTECTED
13E. DISTURBED VEGETATION OUTSIDE FOOTPRINT OF PROPOSED BUILDING TO BE
RESTORED WITH SOD
13F. RAISED PLANTER BED/LANDSCAPE WALL RESTORED TO EX CONDITION.
13C. VEGETATION/SHRUBS TO BE RESTORED TO EX CONDITION
13D. APPROX. EXTENTS OF PLANTER BED AREA TO BE RESTORED TO EX CONDITION
SITE LIGHTING: BOLLARD LIGHT8D.
SITE LIGHTING: LIGHT POLE8E.
CS501
CS501
TREE PROTECTION & ROOT PRUNING
JUNCTION BOX / MANHOLE A15
TN502
REPLACE EX. DETECTOR LOOP8F.
G13
TN505
M
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KEY MAP
(NOT TO SCALE)
GRAPHICAL SCALE: 1"=20'
20 10 0 20 40 60
CIVIL DESIGN SCOPE ENDS 5-FT FROM ANY
BUILDING OR STRUCTURE.
AutoCAD SHX Text C
AutoCAD SHX Text W
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BF
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AutoCAD SHX Text C
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AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 1 Parking
AutoCAD SHX Text 1 Parking
AutoCAD SHX Text Grass
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Concrete Entrance
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Concrete Entrance
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Raised Concrete
AutoCAD SHX Text Raised Concrete
AutoCAD SHX Text Covered Aluminum Deck
AutoCAD SHX Text Covered Aluminum Deck
AutoCAD SHX Text Aluminum Ramp
AutoCAD SHX Text Hatched Area
AutoCAD SHX Text
GRASSED PARKING AREA
AutoCAD SHX Text Raised Concrete
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text 6' Concrete Walk
AutoCAD SHX Text 5" Concrete Walk
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete Loading Dock
AutoCAD SHX Text Concrete
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text F.F.E.=37.89'
AutoCAD SHX Text Grass
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Asphalt Entrance
AutoCAD SHX Text Grass
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt Entrance
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text Concrete Entrance
AutoCAD SHX Text Grass
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Grass
AutoCAD SHX Text Concrete
AutoCAD SHX Text Grass
AutoCAD SHX Text Grass
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text 1300 Gallon Diesel Tank
AutoCAD SHX Text Hazmat Storage
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Concrete Ramp
AutoCAD SHX Text Concrete
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Ramp
AutoCAD SHX Text Grass
AutoCAD SHX Text Dirt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Concrete
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text Grass
AutoCAD SHX Text Concrete
AutoCAD SHX Text Conc.
AutoCAD SHX Text Gravel
AutoCAD SHX Text 5' Concrete Walk
AutoCAD SHX Text Grass
AutoCAD SHX Text A S P H A L T
AutoCAD SHX Text Lansdcape
AutoCAD SHX Text Concrete
AutoCAD SHX Text Covered Concrete
AutoCAD SHX Text Covered Concrete
AutoCAD SHX Text
CONCRETE RAMP
AutoCAD SHX Text Concrete Pad W/Equipments
AutoCAD SHX Text 40'
AutoCAD SHX Text Asphalt Pavement
AutoCAD SHX Text N 89°46'50" W 272.92' (F)
AutoCAD SHX Text
TBM #10
AutoCAD SHX Text
TBM #23
AutoCAD SHX Text
TBM #9
AutoCAD SHX Text
"PARCEL 2"
AutoCAD SHX Text Folio #: 036322-0000 Department of Veterans Affairs Attn: James A Haley Vet Hosp 1300 Bruce B Downs Blvd Tampa, FL 33612-9217 (OR Book 6877, Page 193)
AutoCAD SHX Text Total Acreage 33006.57 Square Feet 0.758 Acres
AutoCAD SHX Text North Boundary of the SE 1/4 of the NW 1/4 of Section 8-28S-19E, also being the South Boundary of the NE 1/4 of the NW 1/4 of Section 8-28S-19E
AutoCAD SHX Text North Right-of-way Boundary of 131st Avenue
AutoCAD SHX Text South Right-of-way Boundary of 131st Avenue (D)
AutoCAD SHX Text 60' Public Right-of-way
AutoCAD SHX Text Asphalt Pavement
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
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AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
18" CMP
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18" RCP
AutoCAD SHX Text
18" CMP
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18" CMP
AutoCAD SHX Text
6" PVC
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AC
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AutoCAD SHX Text 1.9'S
AutoCAD SHX Text 1.8'S
AutoCAD SHX Text 4.3'E
AutoCAD SHX Text 3.4'W
AutoCAD SHX Text 4.6'E
AutoCAD SHX Text 4.7'E
AutoCAD SHX Text 8.7'N
AutoCAD SHX Text 8.8'N
AutoCAD SHX Text 8.9'N
AutoCAD SHX Text 9.0'N
AutoCAD SHX Text 4.7'N
AutoCAD SHX Text 4.7'N
AutoCAD SHX Text 47.0'
AutoCAD SHX Text 35.4'
AutoCAD SHX Text 34.9'
AutoCAD SHX Text 4.7'E
AutoCAD SHX Text 14.0'
AutoCAD SHX Text 44.0'
AutoCAD SHX Text 34.8'
AutoCAD SHX Text 30.8'
AutoCAD SHX Text 4.8'
AutoCAD SHX Text 2.5'W
AutoCAD SHX Text 5.3'
AutoCAD SHX Text 30.19' (F)
AutoCAD SHX Text 30.19' (F)
AutoCAD SHX Text T
AutoCAD SHX Text T
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AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text North 121' (D)
AutoCAD SHX Text South 151' (D)
AutoCAD SHX Text LESS South 9.0' (D) Per Parcel 103, OR Book 4554, Page 914
AutoCAD SHX Text 17.53'
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
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AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
PARCEL 4
AutoCAD SHX Text Parcel 2 Folio #: 036322-0000
AutoCAD SHX Text U
AutoCAD SHX Text F
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AC
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AutoCAD SHX Text S 89°48'01" E 250.00' (D)
AutoCAD SHX Text 15' Storm Drainage System Easement Storm Drainage System Easement per O.R. Book 2202, Page 62
AutoCAD SHX Text 30' Right-of-way Easement per OR Book 1567, Page 278
AutoCAD SHX Text Point of Beginning
AutoCAD SHX Text L3
AutoCAD SHX Text L3
AutoCAD SHX Text N 00°23'21" E 120.97' (F)
AutoCAD SHX Text S 00°18'57" W 120.97' (F)
AutoCAD SHX Text L7
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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AutoCAD SHX Text L
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AutoCAD SHX Text
PLAN KEY NOTES
10"
10"
10"
10"
10"
10"
10"
F.F.E. =44.23' F.F.E. =44.21'
Gate Arm
Key Pad
Concrete Pad
4' Hand Rail
8' Metal Fence
6' Chain Link Fence
To p o f B an k To p o f B an k
Ma so nr y W all
Masonry Wall
Mechanical Manhole
Overhang
Overhang
Overhang
Ma so nr y
W all
To e o f S lop e
Masonry Wall
To e o f S lop e
Sign on Concrete
Sign
Ha nd ra il
Ha nd ra il
Overhang
Overhang
4' Iro n Ro d F en ceOverhang
6' Vinyl Fence
6' Chain Link Fence
Overhang
Trench (Filled W/Dirt and Gravel)
Overhang
Sign
8' Metal Fence
Vertical Raiser Valve
Key Pad
Lift Station Alarm
Gate Arm
Concrete Pad
9' Brine Tank
Control Panel
Concrete Flumes
Concrete Wall
8' Metal Fence
Top of Bank
Water Extractor
Overhang
Gate Motor
Gate
Weir
Concrete Headwall
Concrete
Concrete Stairs
Edge of Pavement
Masonry Wall
Masonry Wall
Gate
Columns
Columns
S-34
D-58
D-80
D-81
D-117
D-138 D-141
D-140
D-139
D-145
D-146
D-148
S-25
D-152
D-153D-137
D-142
D-147
S-35
D-176
D-82
D-59
D-83
" x
" E
RC
P
" R
CP
12" PVC
8" PVC
" R
CP
15" RCP
15" RCP
15" RCP
8" PVC
8" P
VC
24" RCP
19" x 30" RCP
15" RCP
" R
CP
15" RCP15" RCP
8" PVC
15" RCP
15" RCP
" P
VC
24" HDPE 12
" P
VC
Top EL.=54.39' Invert=35.30'
10" PVC
18" RCP
" R
CP
" R
CP
18" RCP
8" P
VC
Top EL.=41.03' Invert=35.63' (E)
Invert=34.53' (BSE)
12" PVC
Top EL.=40.94' Invert=35.59' (N) Invert=35.64' (W) Invert=36.09' (E) Invert=34.44' (BSE)
Top EL.=40.63' Invert=35.53' (S)
12" PVC
12" RCP
Invert = 36.79'
12" PVC
Top EL.=56.06' Invert=52.76' (W) Invert=52.06' (BSE)
Top EL.=41.72' Invert=36.22' (S) Invert=35.57' (E) Invert=36.22' (W)
8" PVC
Top EL.=54.98' Invert=54.08' (E) Invert=54.08' (W)
Top EL.=54.39' Invert=53.39' (NW)
Invert=51.59' (E) Invert=51.49' (S)
6" PVC Lift Station Pad
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OH
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OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
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S-30
S-31
S-16
S-17
S-18
S-20
S-19
S-21
S-22
S-23 S-24
8" PVC
42" RCP
42" RCP
8" P
VC
8" P
VC
8" PVC 4" PVC
8" DIP
8" DIP
6" V
CP
8" V
CP
6" PVC
8" PVC
6" V
CP
6" DIP
Concrete "D" Curb
Co nc re te
"F " C ur b
Co nc re te
"F " C ur b
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "D" Curb
Concrete "F" Curb
Concrete "F" Curb
Concrete "F" Curb
Co nc re te
"F " C ur b
South Right-of-way Boundary of 131st Avenue per
Right-of-way Easement (OR Book 1567, Page 278)
South Right-of-way Boundary of 131st Avenue (D)
South Right-of-way Boundary of 131st Avenue per Right-of-way Easement (OR Book 1567, Page 278)
G
D-150
D-151
D-149
18"
18"
12"
28"
22"
24"
46"
20"
22"
24"
22"
BR
UC
E B
DO
W
NS
B
LV
D.
BUILDING #1
BUILDING #30
BUILDING #T78 BUILDING #T77
BUILDING #80
BUILDING #100
BUILDING #1
.2'
46.2'
.2'
46.2'
.0'
15.3'
172.7'
.9'
4.2'
6.5
9.7'
.8'
19.4'
.4'
22.2'
.2'
111.7'
.9'
16.2'
3.9 ' 51.5' 3.5
44.0'
7.3 ' 27.6'
.9'
17.0'
.4'
122.7'
.5'
33.8'
2.7 '22.0'
.1'
6.5'
4.0
12.4'
7.0
23.7'
.9'
18.1'
.2'
11.3'
.2'
20.9'
.3'
8.6'
.0'
8.6'
.0'
3.0'
20.5'
3.3
20.4'
4.6
26.0'
60.5'
2.0
21.6'
.4'
21.3'
153.7'
.5'
3.3'
8.0
3.3'
.5'
81.5'
5.2
7.3'
5.2
2.7'
.6'
4.0'
.3'
9.2
F.F.E. =42.66'
F.F.E. =42.30'
F.F.E.=42.12'
F.F.E.=42.38'
F.F.E.=42.38'
F.F.E.=42.45'
F.F.E.=42.45'
F.F.E. =42.22'
F.F.E. =42.22'
60.1'
.6'
60.1'
.6'
60.1'
.6'
60.1'
.6'
.1'
50.6'
.9'
40.0'7.0
5.5'
6.8'
11.5'
.7'
11.5'
5.0'
21.2'
.8'
1.2'
.1'
1.3'
.8'
.9'
21.2'
.6'
.2'
22.4'
.4'
.4'
21.4'
8.4 '7.0'
.1'
60.3'
.5'
139.0'
.6'
20.4'
.4'
119.9'
.3'
39.8'55.8'
F.F.E.=41.34'
13.5'
65.3'
2.1
24.0'
6.9
57.1'
1.6
22.5'
8"
12"
E. 131ST AVE
N:
E:
1356500.00 518100.00
N:
E:
1356650.00 518600.00
N:
E:
1356300.00 518500.00
E. 131ST AVE
UGC UGC UGC UGC
UGC
UGC UGC
UGC
UGC
UGC
UGC
UGC UGC
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W W W
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UG
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UGE
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UGE UGE UGE UGE UGE UGE
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UGE
UGE
UGE
UGE
UGE UGE
UG
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UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE
UGE
UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE UGE
UGE
UGE
UGE
UGE UGE
UG
E
UG
E
UG
E
UG
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UGE
UGE
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UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
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UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UG
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UG
E
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UGF
UG
F
UG
F
UG
F
UG
F
UG
F
UG
F
BUILDING
EXTENSION
UGF
UGF UGF UGF UGF UGF UGF UGF
UGE
HH
HH
21 HH
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21A
12C
6B
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7A
8B
11B
11C 11C 11C
12C
12D
13E
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22A
IP
IP
IP IP IP
IP
5'R
5'R
'R
'R
5'R
PROPOSED BUILDING PER ARCHITECTURAL DESIGN. EXISTING
UTILITIES SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION; KNOWN
IRRIGATION LINES EXIST IN THE VICINITY AND SHALL BE REMOVED
AS NECESSARY FOR CONSTRUCTION WITHOUT IMPACTING THE
REST OF THE IRRIGATION COVERAGE IN THE COURTYARD. EX.
VEGETATION SHALL BE REMOVED AS NECESSARY FOR BUILDING
CONSTRUCTION. PLEASE NOTE ACCESS TO COURTYARD IS LIMITED
AND SHALL BE COORDINATED WITH THE COR.
11C
11C
11C
2 - 4"
C
ON
DU
IT
B
AN
K
2 - 4" CONDUIT BANK 2 - 4" CONDUIT BANK
VA Project Number:
Building:
Drawing Number:
Project Title:
Project Location:
Issue Date:
Checked By: Drawn By:
Drawing Title:
FULLY
SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
Submission:
Revisions: Date:
CONSULTANTS:
1/ 8"
=1 '-0
4'
8'
1/ 4"
=1 '-0
4'
8'
3/ 8"
=1 '-0
1/
2" =1
'-0
3/ 4"
=1 '-0
1"
=1 '-0
1-
1/ 2"
=1 '-0
3"
=1 '-0
2'
4' 6'
2'
4' 6"
1'
2' 3'
6"
1' 2'
6"
1'
1' 6"
2345678910111213141516
B
C
D
E
F
G
H
I
J
12345678910111213141516
ARCHITECT / ENGINEER OF RECORD:
CONSULTANT: ARCHITECT:
PROFESSIONAL SEAL:
CONSULTANT:CONSULTANT: CONSULTANT:
04/04/2025
AKZJCH
ISSUED FOR CONSTRUCTION
3.
. 0 2-
AE
3.
5/
/2 3.
pd f
COMPASS
8734 GALLOWAY TRAIL
NOVELTY, OH. 44072
619-925-1647
CB DESIGN GROUP
421 KING ST
SUITE 301
ALEXANDRIA, VA 22314
703-772-4213
SCOTT PRZYBYSZ
15 SUNNEN DR. SUITE 104
ST. LOUIS, MO 63143
314-951-2535
INTEGRITY FEDERAL SERVICES
148 S. QUEEN ST. SUITE 201
MARTINSBURG, WV. 25401
304-725-8456
CLARE KRAMER
2815 DIRECTORS ROW
SUITE 500
ORLANDO, FL. 32809
407-917-2430
James A. Haley Veterans Hospital 13000 Bruce B. Downs Blvd.
Tampa, FL. 33612
EHRM INFRASTRUCTURE
UPGRADES TAMPA, FL
673-20-1071. ADDENDUM 1 03/27/2026
CS102
SITE IMPROVEMENT PLANS
CONCRETE ENCASED TELECOMMUNICATIONS
DUCT PER TELECOM
HH
##HANDHOLE
TEST PIT
KEY
NO. DESCRIPTION
1.
GRAPHIC
LIMITS OF WORK
TYPE 1 OR 2 UTILITY PATCH
CONCRETE SIDEWALK
3/4/5
GC501INLET PROTECTION
DETAIL
CONCRETE PAVEMENT
TP
6/7
GC501
IP
TP
2.
3.
DESCRIPTION GRAPHIC DETAIL
RP
7/10
CS501
H15
TN502
CS501
1/2/3
CS501
CS501
CS501
CS501
ADA RAMP RESTORED. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ADA
COMPLIANCE.2A.
RAILING & ADA RAMP RESTORED. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ADA
COMPLIANCE.2B.
4. GRAVEL ROAD
5. GRAVEL/LANDSCAPE ROCK
CONCRETE CURB:6.
X
CONCRETE FLUSH CURB
CONCRETE CURB AND GUTTER
6A. CONCRETE HEADER CURB
6B.
6C.
FENCING:7.
7A. BLACK CHAINLINK FENCING
7B. BLACK ORNAMENTAL METAL FENCING X
8A. WHEEL STOPS
TRAFFIC:8.
8B. SPEED BUMP
GUARD RAIL8C.
PRE FABRICATED ELEVATED WALKWAYS, RAMPS, STAIRS, ETC; ASSOCIATED WITH THE
EX TRAILERS RESTORED TO EX CONDITION IN COORDINATION WITH ARCHITECTURAL
DESIGN.
10.
SIGNAGE RESTORED TO EX. CONDITION.
UNDERGROUND ELECTRIC OR TELECOM LINE TO BE RELOCATED AS NEEDED FOR
DUCT BANK INSTALLATION. CONSTRACTOR TO IDENTIFY EX LINE PRIOR TO
COMMENCEMENT OF CONSTRUCTION AND COORDINATE WITH THE COR.
9.
9A. DECORATIVE "NO ENTRANCE" SIGN RESTORED TO EX. CONDITION.
UTILITIES:11.
11A.
INTERCEPT EX UNGD FEEDER & REROUTE THE FEEDER AS SHOWN, EXTEND CONDUIT
& WIRE AS NECESSARY. PRIOR TO INTERCEPTING THE EX FEEDER, THE ELECTRICAL
CONTRACTOR SHALL VERIFY WHAT THIS FEEDER SERVES & COORDINATE THE OUTAGE
OF ALL DOWNSTREAM LOADS WITH THE VA. COORDINATE CONSTRUCTION PER
ELECTRICAL DESIGN TEAM DIRECTION.
11B.
EX. UNGD POWERLINE TO BE IDENTIFIED PRIOR TO CONSTRUCTION & SHALL NOT BE
DISTURBED. PROP. TELCOM DUCT WILL BE INSTALLED ADJACENT TO EX LINE;
CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIRED SEPARATION
REQUIREMENTS.
11C.
CONTRACTOR RESPONSIBLE TO COORDINATE WITH LOCAL UTILITY, PROTECT &
STABILIZE EX UTILITY POLES, & REINSTALL/RELOCATE GUY WIRE AS NEEDED.11D.
ADDITIONAL PROTECTION:
ALL ITEMS NOT IDENTIFIED TO BE REMOVED OR OUTSIDE THE LIMITS OF WORK, SHALL
NOT BE DISTURBED. THE FOLLOWING LIST IS PROVIDED FOR THE CONTRACTOR'S
BENEFIT TO IDENTIFY CRITICAL INFRASTRUCTURE THAT SHALL NOT BE DISTURBED,
BUT DOES NOT NULLIFY THE CONTRACTORS RESPONSIBILITIES.
12.
12A. UTILITY POLE AND ASSOCIATED GUY WIRES TO BE PROTECTED AND NOT DISTURBED
DURING CONSTRUCTION.
12B. FENCING & FOOTERS TO BE PROTECTED & NOT DISTURBED DURING CONSTRUCTION.
12C. EQUIPMENT PAD TO BE PROTECTED AND NOT DISTURBED DURING CONSTRUCTION.
12D. CONTRACTOR TO TAKE EXTRA CARE IN VICINITY OF OVERHEAD LINES.
VEGETATION:13.
13A. TREE TO REMAIN AND TO BE PROTECTED
13E. DISTURBED VEGETATION OUTSIDE FOOTPRINT OF PROPOSED BUILDING TO BE
RESTORED WITH SOD
13F. RAISED PLANTER BED/LANDSCAPE WALL RESTORED TO EX CONDITION.
13C. VEGETATION/SHRUBS TO BE RESTORED TO EX CONDITION
13D. APPROX. EXTENTS OF PLANTER BED AREA TO BE RESTORED TO EX CONDITION
SITE LIGHTING: BOLLARD LIGHT8D.
SITE LIGHTING: LIGHT POLE8E.
CS501
CS501
TREE PROTECTION & ROOT PRUNING
JUNCTION BOX / MANHOLE A15
TN502
REPLACE EX. DETECTOR LOOP8F.
G13
TN505
M
AT
C H
LI
N
E
SE
E
SH
EE
T
C S1
NORTH
MATCHLINESEE SHEET CS103
8"
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KEY MAP
(NOT TO SCALE)
GRAPHICAL SCALE: 1"=20'
20 10 0 20 40 60
CIVIL DESIGN SCOPE ENDS 5-FT FROM ANY
BUILDING OR STRUCTURE.
AutoCAD SHX Text C
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AutoCAD SHX Text Gazeebo
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AutoCAD SHX Text 6' Concrete Walk
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AutoCAD SHX Text Asphalt Entrance
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CONCRETE
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AutoCAD SHX Text 42' Asphalt Pavement
AutoCAD SHX Text
TBM #11
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TBM #10
AutoCAD SHX Text Parcel 3A, Parcel 3B Southeast Corner of the NE 1/4 of the NW 1/4 of Section 8-28S-19E, also being the Northeast Corner of the SE 1/4 of the NW 1/4 of Section 8-28S-19E Found P.K. Nail & Disk "LB #7340"
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15" RCP
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8" PVC
AutoCAD SHX Text Screened Porch
AutoCAD SHX Text 1.4'W
AutoCAD SHX Text 31.1'
AutoCAD SHX Text 35.5'
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AutoCAD SHX Text 32.0'
AutoCAD SHX Text 44.6'
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AutoCAD SHX Text 32.6'
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AutoCAD SHX Text 53.1'
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AutoCAD SHX Text PARCEL 1 (OR Book 1485, Page 77)
AutoCAD…
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