PIE_Cargo_-_Survey_-_MBI.pdf
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- Solicitation number
- 23-0075-ITB-CONSTRUCTION
- Issued by
- Pinellas County, Florida
About this file
This document is a topographic survey prepared by Michael Baker International for a cargo apron reconstruction and runway replacement project at an airport. The survey, dated September 2022, covers the existing infrastructure, including Runway 9-27, Taxiways T and B, and the surrounding airport facilities. The survey provides detailed elevation data, storm drainage infrastructure, existing electrical systems, property lines, and lease lines across multiple survey sheets (SV100-SV104). The initial field work was completed on January 10, 2022, and the survey was certified by Ralph W. Gromley, a Professional Surveyor and Mapper with registration number LS 6605.
The survey documents include precise geographic coordinates, elevation measurements, and infrastructure details such as storm manholes, grate inlets, drainage pipes, and underground utilities. The project area encompasses a decommissioned runway, cargo apron, and surrounding taxiways, with elevation measurements ranging from approximately 5.5 to 11.0 feet. The survey sheets include comprehensive legends detailing existing storm pipes, drainage basins, storm manholes, electrical infrastructure, edge lights, and topographical contours. These detailed survey documents will likely serve as a critical baseline for the upcoming airport infrastructure reconstruction project, providing essential geospatial information for engineering and construction planning.
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Text version
GRATE INLET
RIM ELEV=7.80'
S (18" RCP) INV ELEV=4.05'
E (18" RCP) INV ELEV=3.78'
W (18" RCP) INV ELEV=3.81'
STOP
ST
OP
STOPSTOP
STOP
STOP
STOP
STOP
PA
NE
L T B
SEC
CABINET
RAMP
1:12
RAMP
1:12
M.H.
M.H.
LIGHTING
/ ELEC
TR
POST INDICATOR
VALVES
A11
A6
A3
A5
A9 A7
A10
A1
BY
R
EV
IS
IO
N
S N o.
D
AT
E
M
IC
H
AE
L
BA
KE
R
IN
TE
R N
AT
IO
N
AL
, I N
C
W
ES
T
BO
Y
SC
O U
T
BL
VD
SU
IT
E
TA
M
PA
, F
LO
R
ID
A
(8
) 4
-6
C
ER
TI
FI
C
AT
E O
F
AU
TH
O
R
IZ
AT
IO
N N
U M
BE
R
C
AR
G O
A
PR
O N
R
EC
O N
ST
R
U C
TI
O
N
AN
D R
EP
LA
C
EM
EN
T
FO
R
R U
N W
AY
9-
W
IT
H
A T
AX
IW
AY
MBI JOB NO:
DRAWN:
DESIGNED:
CHECKED:
DATE:
185706
NEP
SEP 2022
TO
PO
G R
AP
H
IC
S
U R
VE
Y
SV100
JMP
JMP
GRAPHIC SCALE IN FEET
60 120 240
SURVEY CONTROL POINT
LEGEND
6. THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS TO BE USED FOR CONSTRUCTION PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. SHOULD ANY DISCREPANCIES BE FOUND, THE CONTRACTOR SHALL IMMEDIATELY ALERT THE ENGINEER
AND SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE DISCREPANCIES ARE RESOLVED.
7. THE CONTRACTOR SHALL RE-ESTABLISH AT LEAST 2 CONTROL POINTS IN PROJECT AREA 1 AND 2 IN PROJECT AREA 2 BASED ON THE CONTROL POINTS PROVIDED ON THIS SHEET, EXACT LOCATIONS SHALL BE COORDINATED WITH AIRPORT AND ENGINEER. ALL
CONTROL POINTS SHOWN THAT CAN BE PROTECTED SHALL BE PROTECTED.
8. SURVEY NOT VALID WITHOUT ORIGINAL SEAL AND SIGNATURE.
9. A TOPOGRAPHIC SURVEY WAS COMPLETED BY MICHAEL BAKER INTERNATIONAL ON JAN. 10, 2022 USING A COMBINATION OF UAS LIDAR AND
STATIC & CONVENTIONAL SURVEY EQUIPMENT.
SURVEY CONTROL NOTES
1. THE DESIGN SURVEY INCLUDES EXISTING GROUND CONDITIONS, SPOT ELEVATIONS, BREAKLINES, DRAINAGE STRUCTURES, ABOVEGROUND TOPOGRAPHIC FEATURES, ABOVEGROUND UTILITY APPURTENANCES AND DESIGNATING MARKINGS (PAINT AND FLAGS) AT SPECIFIC LOCATIONS DEFINED BY MICHAEL BAKER INTERNATIONAL AT THE ST. PETE-CLEARWATER INTERNATIONAL
AIRPORT.
2. HORIZONTAL CONTROL IS BASED ON THE FLORIDA STATE PLAN COORDINATE SYSTEM, WEST ZONE (902), NORTH AMERICAN VERTICAL
DATUM OF 1983, 2011 ADJUSTMENT (NAD 83 (2011)).
3. HORIZONTAL CONTROL WAS ESTABLISHED USING THE FLORIDA DEPARTMENT OF TRANSPORTATION’S (FDOT) FLORIDA PERMANENT REFERENCE NETWORK (FPRN), A REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS).
4. VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CLOSED LOOP BENCHRUNS WERE COMPLETED BETWEEN THE FOLLOWING BENCHMARKS OBTAINED FROM THE NATIONAL GEODETIC SURVEY (NGS) MORE SPECIFICALLY DESCRIBED AS: AASP621, PROVIDED FROM HYATT SURVEY VIA EMAIL JULY 21ST, 2020, HAVING AN ELEVATION OF 6.374’.
5. ALL SET CONTROL WAS ELEVATED BY COMPLETING A CLOSED LOOP BENCHRUN FROM THE ABOVEMENTIONED PRIMARY VERTICAL CONTROL POINTS. SAID BENCHRUN CLOSURE IS ACCURATE TO A STANDARD OF 0.05' TIMES THE SQUARE ROOT OF THE BENCHRUN
DISTANCE IN MILES.
PAVEMENT
SURVEY CONTROL POINTS
ID TYPE NORTHING (FT) EASTING (FT) ELEVATION (FT)
A1 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1299808.66 431779.72 9.76
A3 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1299482.86 432032.89 12.11
A5 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1299622.33 432114.09 11.14
A6 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1300483.01 433477.14 7.68
A7 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1300320.34 432932.06 8.41
A9 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1300307.89 432499.03 8.53
A10 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1300465.25 433057.27 8.37
A11 NAIL AND DISK STAMPED
"ECHO UES TP LB 8184" 1300619.60 433416.33 7.03
SV101
SV102 SV103 SV104
SURVEY CERTIFICATION
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
MADE IN ACCORDANCE WITH THE STANDARDS OF PRACTICE SET FOURTH IN CHAPTER 5J-17,
F.A.C. PURSUANT TO SECTION 472.027, FLORIDA STATUES, THE INITIAL FIELD WORK WAS
COMPLETED ON JANUARY 10, 2022 BY MICHAEL BAKER INTERNATIONAL LICENSE BUSINESS 69.
RALPH W. GROMLEY, P.S.M. DATE
REGISTRATION NO. LS 6605
09/27/2022
6.0
7.0
7.0
8.0
8.0
8.0
9.0
9.0
9.
9.0
9.0
9.0
9.
9.
9.
9.
9.
6.5
6.5
7.
7.5
7.
57.
7.
7.5
7.5
7.5
8.
8.5
8.5
9.5
9.
9.5 9.5
9.
9.
9.
9.
10.0
10.0 10.0
10.0
10.0
10.0
11.0
11.0
11.0
10.510.5
10.5
10.5
.0
10.0
11.0
11.0 10.5
10.5
STORM MANHOLE
RIM ELEV=10.54'
N (24" SLOTTED DRAIN)
INV ELEV=7.89'
E (DRAIN PIPE) INV
ELEV=7.95'
STORM MANHOLE
RIM ELEV=10.75'
E (24" PVC) INV ELEV=8.17'
W (DRAIN PIPE) INV ELEV=8.15'
STORM MANHOLE
RIM ELEV=10.54'
E (24" SLOTTED DRAIN) INV ELEV=7.94'
W (24" SLOTTED DRAIN) INV ELEV=7.94'
STORM MANHOLE
RIM ELEV=10.35'
N (24" SLOTTED DRAIN) INV ELEV=7.78'
S (24" SLOTTED DRAIN) INV ELEV=7.74'
GRATE INLET
RIM ELEV=9.16'
N (18" RCP) INV ELEV=5.06'
E (18" RCP) INV ELEV=5.05'
SW (18" RCP) INV ELEV=5.08'
GRATE INLET
RIM ELEV=7.01'
E (29"x45" ERCP) INV ELEV=3.16' W (29"x45" ERCP) INV ELEV=3.14'
POND CONTROL STRUCTURE
RIM ELEV=7.27'
W (29"x45" ERCP) INV ELEV=3.72'
CONFLICT STRUCTURE (STORM MANHOLE)
RIM ELEV=7.45'
N/S 18" RCP TOP ELEV=5.75'
E (29"x45" ERCP) INV ELEV=3.62'
*W (29"x45" ERCP) INV ELEV=UNK
*INVERT BLOCKED BY N/S PIPE
PA
NE
L T B
SEC
CABINET
RAMP
1:12
RAMP
1:12
M.H.
M.H.
LIGHTING
/ ELEC
TR
POST INDICATOR
VALVES
POSSIBLE BELOW GROUND OBSTRUCTION
EXISTING POND
EXISTING POND
MITER END SECTION
TOP ELEV=9.15'
BOTTOM ELEV=7.38'
E (15" RCP) INV ELEV=6.79'
GRATE INLET
RIM ELEV=9.21
W (15" RCP) INV ELEV=6.51'
STORM MANHOLE
RIM ELEV=10.66'
E (18" RCP) INV ELEV=4.94'
MITER END SECTION
TOP ELEV=8.94'
BOTTOM ELEV=7.49'
SE (8" PVC) INV ELEV=7.11'
STORM MANHOLE
RIM ELEV=10.33'
SE (18" RCP) INV ELEV=4.98'
W (18" RCP) INV ELEV=5.00'
STORM MANHOLE
RIM ELEV=10.24'
NE (18" RCP) INV ELEV=4.70'
NW (18" RCP) INV ELEV=4.87'
GRATE INLET
RIM ELEV=9.71'
N (18" RCP) INV
ELEV=5.93'
W (18" RCP)
INV ELEV=5.50'
GRATE INLET
RIM ELEV=12.16'
E (UNKNOWN) INV ELEV=UNKNOWN / NO ACCESS
SW (UNKNOWN) INV ELEV=UNKNOWN / NO ACCESS
NW1 (6" PVC) INV ELEV=UNKNOWN / NO ACCESS
NW2 (6" PVC) INV ELEV=UNKNOWN / NO ACCESS
GRATE INLET
RIM ELEV=10.44'
E (24" PVC) INV ELEV=4.03'
S1 (DRAIN PIPE) INV ELEV=UNKNOWN
S2 (24" RCP) INV ELEV=3.93'
STORM MANHOLE
RIM ELEV=8.85'
E (29"x45" ERCP) INV ELEV=2.91' W (29"x45" ERCP) INV ELEV=2.92'
STORM MANHOLE
TOP EL=10.56'
NE (18" RCP) INV ELEV=4.80'
W (18" RCP) INV ELEV=4.80'
SECURITY FENCE
ST-1
ST-2MITER END SECTION
TOP ELEV=9.31'
BOTTOM ELEV=8.40'
N (24" RCP) INV ELEV=8.34'
GRATE INLET
RIM ELEV=10.47'
SE1 (6" PVC) INV ELEV=6.95'
SE2 (6" PVC) INV ELEV=6.92'
ILLUMINATED
SIGN
"T/B"
29" X 45" ERCP 29" X 45" ERCP
" R
C P
" R
C P
18" RCP
18" RCP
18" RCP
18" RCP
" R
C P
29" X 45" ERCP
" S
LO
TT
E D
D R
A
IN
" R
C P
18" RCP
15" RCP
18" RCP
CONTROL STRUCTURE
RIM ELEV=8.42'
E(18" RCP) INV ELEV=4.77'
W (18" RCP) INV ELEV=4.83'
24" SLOTTED DRAIN 24" SLOTTED DRAIN
" S
LO
TT
E D
D R
A
IN
FOR
DIR
ONLY
FOR
DIR
ONLY
FOR
DIR
ONLY
FOR
DIR
ONLY
FOR
DIR
ONLY
SANITARY MANHOLE
RIM ELEV=10.52'
E (6" PVC) INV ELEV=1.69'
S (6" PVC) INV ELEV=1.61''
TA
X
IW
A
Y B
TAXIWAY T
SIDA
ALLEGIANT BUILDING
PAVEMENT MARKINGS (TYP.)
N
°4 8'
"W
,3
F
T
E0°48'13"S 1,062 FT
E0°48'13"S
S41 °1
0'1 7"
W
F
T
S48°49'43"W 112 FT
POINT OF BEGINNING
OF L5 (PART 2)
N41 °1
0'1 7"
W
F
T
S48°49'43"W 150 FT
S48°49'43"W 150 FT
N41 °1
0'1 7"
W
F
T
BY
R
EV
IS
IO
N
S N o.
D
AT
E
M
IC
H
AE
L
BA
KE
R
IN
TE
R N
AT
IO
N
AL
, I N
C
W
ES
T
BO
Y
SC
O U
T
BL
VD
SU
IT
E
TA
M
PA
, F
LO
R
ID
A
) 4
-6
C
ER
TI
FI
C
AT
E O
F
AU
TH
O
R
IZ
AT
IO
N N
U M
BE
R
C
AR
G O
A
PR
O N
R
EC
O N
ST
R
U C
TI
O
N
AN
D R
EP
LA
C
EM
EN
T
FO
R
R U
N W
AY
9-
W
IT
H
A T
AX
IW
AY
MBI JOB NO:
DRAWN:
DESIGNED:
CHECKED:
DATE:
185706
NEP
SEP 2022
TO
PO
G R
AP
H
IC
S
U R
VE
Y
SV101
GRAPHIC SCALE IN FEET
20 40 80
KEY MAP
LJA
JMP
EXISTING STORM PIPE
EXISTING DRAINAGE BASIN OUTLINE
EXISTING STORM MANHOLE
EXISTING STORM INLET
EXISTING BURIED ELECTRICAL
EXISTING EDGE LIGHT
EXISTING POND
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
10.0
9.5
EXISTING USGS PROPERTY LINE
EXISTING LEASE LINE
SURVEY CONTROL POINT
7.0
7.0
7.07.
0 7.0
7.0 7.0 7.0
8.0
8.
8.0
8.0
8.0
8.
8.0
9.09.09.0
9.
9.
9.
7.5
7.5
7.5
7.5
7.5
7.5 7.
7.5
7.57.5
7.5
7.5
7.5
7.5
7.5
7.57.
57.5
7.5
8.5
8.
8.5
9.
9.
9.5
9.5
6.0
6.0
7.0
7.0
8.0
8.0
8.0
9.0
9.0
9.
9.0
9.0
9.0
9.
9.
9.
9.
9.
0 9.0 9.
6.5
6.5
7.
7.5
7.
57.
7.
7.5
7.5
7.5
8.
8.5
8.5
9.5
9.
9.5 9.5
9.
9.
9.
9.
9.
GRATE INLET
RIM ELEV=7.80'
S (18" RCP) INV ELEV=4.05'
E (18" RCP) INV ELEV=3.78'
W (18" RCP) INV ELEV=3.81'
GRATE INLET
RIM ELEV=7.01'
E (29"x45" ERCP) INV ELEV=3.16' W (29"x45" ERCP) INV ELEV=3.14'
POND CONTROL STRUCTURE
RIM ELEV=7.27'
W (29"x45" ERCP) INV ELEV=3.72'
CONFLICT STRUCTURE (STORM MANHOLE)
RIM ELEV=7.45'
N/S 18" RCP TOP ELEV=5.75'
E (29"x45" ERCP) INV ELEV=3.62'
*W (29"x45" ERCP) INV ELEV=UNK
*INVERT BLOCKED BY N/S PIPE
GRATE INLET
RIM ELEV=7.22'
N (18" RCP) INV ELEV=4.08'
S (18" RCP) INV ELEV=4.12'
EXISTING POND
AIR RELEASE VALVE MANHOLE
RIM ELEV=9.24'
STORM MANHOLE
RIM ELEV=8.85'
E (29"x45" ERCP) INV ELEV=2.91' W (29"x45" ERCP) INV ELEV=2.92'
GRATE INLET
RIM ELEV=7.33'
E (18" RCP) INV ELEV=3.25'
W (24" RCP) INV ELEV=3.20'
STORM MANHOLE
RIM ELEV=9.55'
W (36" RCP) INV ELEV=2.85'
E (29"x45" ERCP) INV ELEV=3.05'
USCG PROPERTY LINE
LEASE LINE
ILLUMINATED
SIGN
"B"
ILLUMINATED
SIGN
"T/B"
18" RCP
18" RCP
24" RCP
29" X 45" ERCP 29" X 45" ERCP
" R
C P
" R
C P
36" RCP
" R
C P
" R
C P
29" X 45" ERCP
TA
X
IW
A
Y B
TAXIWAY T
TA
X
IW
A
Y B
DECOMMISSIONED
RUNWAY
9-27
PAVEMENT MARKINGS (TYP.)
PAVEMENT MARKINGS (TYP.)
N
°4 8'
"W
,3
F
T
E0°48'13"S 1,062 FT
E0°48'13"S
S41 °1
0'1 7"
W
F
T
S48°49'43"W 112 FT
POINT OF BEGINNING
OF L5 (PART 2)
N41 °1
0'1 7"
W
F
T
S48°49'43"W 150 FT
S48°49'43"W 150 FT
N41 °1
0'1 7"
W
F
T
BY
R
EV
IS
IO
N
S N o.
D
AT
E
M
IC
H
AE
L
BA
KE
R
IN
TE
R N
AT
IO
N
AL
, I N
C
W
ES
T
BO
Y
SC
O U
T
BL
VD
SU
IT
E
TA
M
PA
, F
LO
R
ID
A
) 4
-6
C
ER
TI
FI
C
AT
E O
F
AU
TH
O
R
IZ
AT
IO
N N
U M
BE
R
C
AR
G O
A
PR
O N
R
EC
O N
ST
R
U C
TI
O
N
AN
D R
EP
LA
C
EM
EN
T
FO
R
R U
N W
AY
9-
W
IT
H
A T
AX
IW
AY
MBI JOB NO:
DRAWN:
DESIGNED:
CHECKED:
DATE:
185706
NEP
SEP 2022
TO
PO
G R
AP
H
IC
S
U R
VE
Y
SV102
M
AT
C H
L
IN
E
SE
E
SH
EE
T
(C
3)
GRAPHIC SCALE IN FEET
20 40 80
KEY MAP
LJA
JMP
EXISTING STORM PIPE
EXISTING DRAINAGE BASIN OUTLINE
EXISTING STORM MANHOLE
EXISTING STORM INLET
EXISTING BURIED ELECTRICAL
EXISTING EDGE LIGHT
EXISTING POND
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
10.0
9.5
EXISTING USGS PROPERTY LINE
EXISTING LEASE LINE
UNKNOWN BURIED ELECTRIC
7.0
7.0
7.0 7.0
7.0
7.07.07.0
8.0
8.0
8.08.0
8.0
8.0
8.0
8.0
8.08.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.0
8.0 8.0
9.0
9.0
9.0 9.0
9.0
9.0
9.0 9.0
9.0 9.0
6.5
6.5
7.5 7.5
7.5
7.5 7.
7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.
7.5
7.5
7.5
7.
7.5
8.5
8.5 8.58.5
8.5
8.5
8.5
8.
8.5 8.5
8.5 8.5
9.59.5
9.59.5
9.5
9.5
9.59.5
DOUBLE GRATE INLET
N RIM ELEV=6.02'
S RIM ELEV=6.02'
BOTTOM ELEV≈1.52'
*FILLED WITH WATER
GRATE INLET
RIM ELEV=7.26'
S (15" RCP) INV ELEV=4.41'
W (18" RCP) INV ELEV=4.41'
GRATE INLET
RIM ELEV=7.24'
N (15" RCP) INV ELEV=4.68'
GRATE INLET
RIM ELEV=7.25'
E (18" RCP) INV ELEV=3.01'
GRATE INLET
RIM ELEV=7.09'
S (18" RCP) INV ELEV=2.45'
E (18" RCP) INV
ELEV=2.60'
W (18" RCP) INV ELEV=2.57'
GRATE INLET
RIM ELEV=7.23'
N (18" RCP) INV ELEV=2.76'
S (18" RCP) INV ELEV=2.85'
GRATE INLET
RIM ELEV=6.90'
NE (18" RCP) INV ELEV=2.41'
E (18" RCP) INV
ELEV=2.42'
W (18" RCP) INV ELEV=2.33'
4"
DIAMETER
6"
DIAMETER
EXISTING POND
EXISTING POND
BELOW GROUND VAULT
RIM ELEV=5.75'
*UNABLE TO OPEN
STORM MANHOLE
RIM ELEV=9.00'
NE (18" RCP) INV ELEV=3.6'
S (18" RCP) INV ELEV=3.6'
BROKEN
LEASE POINT
FOUND 1/2"
IRC "LB 7863"
N=1300669.29 E=433045.61
LEASE LINE
LOST
SIGNAL
LOST
SIGNAL
18" RCP
" R
C P
18" RCP
" R
C P
18" RCP
18" RCP
" R
C P
18" R C
P
(2) 19"x30" RCP
TAXIWAY T
TA
XI
W
AY
D
DECOMMISSIONED
RUNWAY
9-27
PAVEMENT MARKINGS (TYP.)
N
°4 8'
"W
,3
F
T
E0°48'13"S 1,062 FT
E0°48'13"S
S41 °1
0'1 7"
W
F
T
S48°49'43"W 112 FT
POINT OF BEGINNING
OF L5 (PART 2)
N41 °1
0'1 7"
W
F
T
S48°49'43"W 150 FT
S48°49'43"W 150 FT
N41 °1
0'1 7"
W
F
T
BY
R
EV
IS
IO
N
S N o.
D
AT
E
M
IC
H
AE
L
BA
KE
R
IN
TE
R N
AT
IO
N
AL
, I N
C
W
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IT
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, F
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ID
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) 4
-6
C
ER
TI
FI
C
AT
E O
F
AU
TH
O
R
IZ
AT
IO
N N
U M
BE
R
C
AR
G O
A
PR
O N
R
EC
O N
ST
R
U C
TI
O
N
AN
D R
EP
LA
C
EM
EN
T
FO
R
R U
N W
AY
9-
W
IT
H
A T
AX
IW
AY
MBI JOB NO:
DRAWN:
DESIGNED:
CHECKED:
DATE:
185706
NEP
SEP 2022
TO
PO
G R
AP
H
IC
S
U R
VE
Y
SV103
LJA
JMP
M
AT
C H
L
IN
E
SE
E
SH
EE
T
(C
4)
GRAPHIC SCALE IN FEET
20 40 80
M
AT
C H
L
IN
E
SE
E
SH
EE
T
(C
2)
KEY MAP
EXISTING STORM PIPE
EXISTING DRAINAGE BASIN OUTLINE
EXISTING STORM MANHOLE
EXISTING STORM INLET
EXISTING BURIED ELECTRICAL
EXISTING EDGE LIGHT
EXISTING POND
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
10.0
9.5
EXISTING USGS PROPERTY LINE
7.
8.0
8.0
8.
8.
8.0
8.0
9.0
9.0
9.0 9.0
6.5
6.5
7.
7.5
7.5
7.5
8.5
8.5
8.5
8.5
6.
6.0
7.0
7.
7.
7.0
7.
7.0
8.
8.
8.0
8.
8.
8.
8.
8.0
8.0 8.
8.
8.0
8.
8.0
8.0
8.0
8.0
9.0
9.
9.0
5.
5.5
6.
6.5
7.
7.5
7.5 7.
7.57.5
7.5
7.
57.
7.
7.
7.
7.
7.5
8.5
8.
8.
8.5
8.5
8.5
8.5 8.5
8.5
GRATE INLET
RIM ELEV=6.33'
N (18" RCP) INV ELEV=2.80'
SW (18" RCP) INV ELEV=2.91'
DOUBLE GRATE INLET
N RIM ELEV=6.65'
S RIM ELEV=6.59'
BOTTOM ELEV≈1.60'
*FILLED WITH WATER
*NO PIPES FOUND
BROKEN BROKEN
STORM MANHOLE
RIM ELEV=7.47'
N (18" RCP) INV ELEV=1.37'
W (18" RCP) INV ELEV=1.51'
E (24" RCP) INV ELEV=1.46'
SW (18" RCP) INV ELEV=1.28'
STORM MANHOLE
RIM ELEV=6.05'
N (8" PVC) INV ELEV=1.55'
S (18" RCP) INV ELEV=1.42'
STORM MANHOLE
RIM ELEV=7.55'
NW (12" RCP) INV ELEV=1.80'
E (24" RCP) INV ELEV=1.21'
W (24" RCP) INV ELEV=1.26'
GRATE INLET
RIM ELEV=6.11'
NW (12" RCP) INV ELEV=1.80'
SE (12" RCP) INV ELEV=1.21'
GRATE INLET
RIM ELEV=6.55'
N (8" PVC) INV ELEV=3.70'
S (8" PVC) INV ELEV=2.80'
SW (18" RCP) INV ELEV=1.21'
STORM MANHOLE
RIM ELEV=7.87'
NW (18" RCP) INV ELEV=2.67'
NE (18" RCP) INV ELEV=2.40'
STORM MANHOLE
RIM ELEV=6.99'
SW (22" RCP) INV ELEV=1.64'
GRATE INLET
RIM ELEV=4.76'
SE (12" RCP) INV ELEV=2.54'
STORM MANHOLE
RIM ELEV=8.42'
N (18" RCP) INV ELEV=2.52'
SW (18" RCP) INV ELEV=2.62'
STORM MANHOLE
RIM ELEV=7.75'
N (18" RCP) INV ELEV=2.25'
S (18" RCP) INV ELEV=2.25'
STORM MANHOLE
RIM ELEV=8.42'
NE (18" RCP) INV ELEV=2.22'
SE (18" RCP) INV ELEV=2.32'
S (18" RCP) INV ELEV=2.22'
LOST
SIGNAL
ILLUMINATED
SIGN
"A"
ILLUMINATED
SIGN
"A/T"
ILLUMINATED
SIGN
"A/H"
ILLUMINATED
SIGN
"H"
C O
N C
18" RCP
18" RCP
8" P
VC
" R C
P 12" RCP
12" RCP
" R
CP
" R
C P
" R
C P
" R
CP
18" RCP
18" RCP
" R
C P
" R
C P
8" P
VC
22" RCP
FOR
DIR
ONLY
C.O.
8" P
V C
C.O.TA
XI
W
AY
D
TAXIWAY T
TA
XI
W
AY
A
TAXIW
AY
A
R U
N W
AY
8-
DECOMMISSIONED
RUNWAY
9-27
PAVEMENT MARKINGS (TYP.)
N
°4 8'
"W
,3
F
T
E0°48'13"S 1,062 FT
E0°48'13"S
S41 °1
0'1 7"
W
F
T
S48°49'43"W 112 FT
POINT OF BEGINNING
OF L5 (PART 2)
N41 °1
0'1 7"
W
F
T
S48°49'43"W 150 FT
S48°49'43"W 150 FT
N41 °1
0'1 7"
W
F
T
BY
R
EV
IS
IO
N
S N o.
D
AT
E
M
IC
H
AE
L
BA
KE
R
IN
TE
R N
AT
IO
N
AL
, I N
C
W
ES
T
BO
Y
SC
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T
BL
VD
SU
IT
E
TA
M
PA
, F
LO
R
ID
A
) 4
-6
C
ER
TI
FI
C
AT
E O
F
AU
TH
O
R
IZ
AT
IO
N N
U M
BE
R
C
AR
G O
A
PR
O N
R
EC
O N
ST
R
U C
TI
O
N
AN
D R
EP
LA
C
EM
EN
T
FO
R
R U
N W
AY
9-
W
IT
H
A T
AX
IW
AY
MBI JOB NO:
DRAWN:
DESIGNED:
CHECKED:
DATE:
185706
NEP
SEP 2022
TO
PO
G R
AP
H
IC
S
U R
VE
Y
SV104
GRAPHIC SCALE IN FEET
20 40 80
M
AT
C H
L
IN
E
SE
E
SH
EE
T
(C
3)
KEY MAP
LJA
JMP
EXISTING STORM PIPE
EXISTING DRAINAGE BASIN OUTLINE
EXISTING STORM MANHOLE
EXISTING STORM INLET
EXISTING BURIED ELECTRICAL
EXISTING EDGE LIGHT
EXISTING POND
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
10.0
9.5
EXISTING USGS PROPERTY LINE
| Sheets and Views |
| C201 |
| 2022-09-30T14:31:44-0400 | |
| Ralph W. Gromley |
File details come from the government source that posted it. Updated .