OKApproved-STP-24-00002.pdf
PDF 37 MB Posted
- Attached to
- Cross Bayou Athletic Association Complex Improvements - Professional Design-Build Services (PID 004556B)
- Solicitation number
- 25-0036-RFQ-DB
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a site plan approval document (STP-24-00002) issued by Pinellas County, Florida for the Cross Bayou Athletic Association Baseball Park improvements project located at 10150 98th Street North, Seminole, Florida. The project involves the reconstruction and enhancement of an existing baseball park complex with multiple athletic facilities including baseball fields, batting cages, bleachers, covered dugouts, concession buildings, and associated infrastructure. The approval was conditionally granted on November 13, 2024, following reviews and approvals by multiple county departments including Zoning (approved with conditions), Engineering (approved), Environmental (approved), Stormwater (approved August 12, 2024), Transportation (approved with conditions August 19, 2024), Electrical (approved with conditions January 26, 2024), Plumbing (approved January 18, 2024), Building (approved January 19, 2024), and Utilities (approved November 13, 2024).
The project requires compliance with numerous conditions across multiple disciplines. Transportation conditions mandate that all new concrete within the right-of-way meet a minimum of 3,000 psi strength and 6 inches thickness with reinforcement, prohibit lane closures during peak travel hours (7-9 a.m. and 4-6 p.m.), and require pavement restoration per Pinellas County Index 1291. Environmental requirements include obtaining a Habitat Management permit before construction commences and scheduling erosion control and tree barricade inspections. Engineering conditions require right-of-way utilization permits, submission of as-built record drawings and independent testing reports, and a final site inspection prior to certificate of occupancy. Additional requirements include notification to the Utility Notification Center 48 hours before construction, notification to county public works inspectors and stormwater division with 48-hour minimum notice, and compliance with zoning standards regarding sign placement, lighting, and amplification relative to residential uses. The site plan includes comprehensive utility infrastructure, stormwater management systems with multiple catch basins and storm drains, landscaping specifications utilizing native plants, and detailed grading and drainage plans to ensure positive drainage and environmental compliance.
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Text version
STP-24-00002
10150 98TH ST N, SEMINOLE 33777
11/13/2024 3:44:26 PM
General Conditions
TRANSPORTATION
Conditionally Approved
•It is the responsibility of the applicant to document the existing condition of the right-of-way prior to beginning work. Documentation may be in the form of video or photos and must be provided to Pinellas County prior to commencing work. Refer to PC-1291 for pavement restoration.
•Before this Permit becomes effective, it will be necessary to contact the Utility Notification Center, "Call Sunshine", (1-800-432-4770) must be notified two full business days prior to construction.
•Notify Pinellas County Public Works
Inspector Mike Masi prior to beginning work.
(727-945-4482 or mmasi@pinellas.gov, 48 Hrs.
Minimum Notice).
•Applicant must notify Ray Charles-
Dacres with Pinellas County Public
Works Stormwater Division with a minimum notice of 48 hours prior to commencing work within the public
Rights-of-ways. Notification must be made by email at the
SWLocate@pinellas.gov
•In accordance with Chapter 154-12
(i) (3) - The county may stop any work within a public right-of-way at any time there is a perceived hazard or noncompliance with approved plans. All approved permit packages must be present at the job site and able to be produced if questioned by
County Inspector and/or County Staff.
Without proper permit on hand, the job will be shut down.
•No lane closures shall be permitted during the peak travel times of 7-9am and 4-6pm.
•All new concrete within the right-of-way shall be a minimum of 3,000 psi and 6” thick reinforced with either fiber mesh or welded wire.
•Any damage to the existing asphalt roadway shall be restored per
Pinellas County Index 1291.
ZONING
Parks and Recreation
Areas - Specific Use
Standard (Lights and
Amplication)
Per LDC Sec. 138-3283 (3)(d) lights and amplification sources shall be directed away from adjacent residential uses.
Standard Conditions of
Approval
STP-24-00002 11/13/2024
11/13/2024 3:44:26 PM
•All development shall be constructed and maintained in strict compliance with the approved final site plan. Any additional site alteration shall require further site plan review. All land or water areas required to remain in a natural condition shall not be altered in any way from such natural condition, except by further site plan review and approval.
•Building plans must match the structure(s) location and structure(s) footprint per the approved site plan.
•If construction of this project has not commenced within one-year of the date of approval, this approval will become void and a new site plan submittal will be required, incorporating all requirements current at the time of resubmittal.
ENVIRONMENTAL
Standard Conditions of
Approval
•A Habitat Management permit must be obtained before site construction can commence. There must be no equipment or construction materials on site until permit is in hand. Permit expires after 90 days of no activity.
•An erosion control and tree barricade inspection must be scheduled prior to site construction.
Call 727-464-4643 to schedule an inspection. Reference your habitat permit application number.
•Required tree barricades and erosion control measures must remain intact throughout construction.
Encroachment into or failure to maintain these barricades will result in enforcement action which may include citations and/or permit revocation as provided by Chapter
166 of the Pinellas County Land
Development Code.
ENGINEERING
Standard Conditions of
Approval
•Any work proposed within the right-of-way must obtain the right-of-way utilization permits before any work in the right-of-way can commence.
•Upon completion of the project, the
Engineer of Record shall complete the original Certification of Project
Completion Form and provide electronically certified Record
Drawings and independent testing reports for work performed within
Pinellas County rights-of-way. Email staff at bdrspm@pinellas.gov once file(s) are uploaded to site plan record.
•A final site inspection is required prior to a C.O. or final site sign-off.
Inspection cannot be requested or scheduled until all project completion
11/13/2024 3:44:26 PM
documents have been uploaded to the Site plan record, and staff has been notified of the upload. As-
Built/Record Drawing documents must be submitted at least five (5) business days prior to the requesting or scheduling of an inspection. Email staff at bdrspm@pinellas.gov once file(s) are uploaded.
ELECTRICAL
Permit(s)
Permits will be required for electrical work. Service information and locations, raceways and conductors(underground) and pole specs(wind rating) will need to be provided.
SAN
SD
SD
SD
SAN
SD SD
WATER
WATER
MH
GAS
SD
SD
R C P
IE
6.
IE=6.08'
14"X23" ERCP
14"X23" ERCP
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
14"X23" ERCP
ST-14
CATCH BASIN
TOP OF GRATE EL = 24.25'
N (15" RCP) IE = 19.35'
E (24" RCP) IE = 19.32'
ST-13 ST-12
ST-3
ST-16ST-15
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP30" RCP24" RCP
24" RCP
R C P
R C P
R C P
24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-8
ST-9
IE=6.00'
30" RCP
ST-1ST-10
ST-18
ST-19
IE
5.
ST-13
CATCH BASIN
TOP OF GRATE EL = 14.74'
N (15" RCP) IE = 10.11'
E (24" RCP) IE = 9.35'
W (24" RCP) IE = 9.35'
ST-15
CATCH BASIN
TOP OF GRATE EL = 14.73'
S (15" RCP) IE = 10.25'
ST-12
CATCH BASIN
TOP OF GRATE EL = 11.86'
N (15" RCP) IE = 7.08'
E (24" RCP) IE = 6.37'
W (24" RCP) IE = 6.42'
ST-16
CATCH BASIN
TOP OF GRATE EL = 11.74'
S (15" RCP) IE = 7.99'
ST-3
CURB INLET WITH MANHOLE
N RIM EL = 11.63'
THROAT EL = 11.03'
E (30" RCP) IE = 4.51'
W (24" RCP) IE = 4.89'
ST-4
MANHOLE
N RIM EL = 10.94'
E (8" PVC) = 7.77'
BOTTOM OF STRUCTURE EL = 7.82'
ST-11
CURB INLET WITH MANHOLE
N RIM EL = 11.07'
THROAT EL = 10.10'
W (30" RCP) IE = 3.62'
S (30" RCP) IE = 3.34'
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
WOOD
W O O D
WOOD
W O O D
CO
N C.
W O O D
W O O D
H O R
SE
S N O P
A R K
IN
G A
N
YT
IM
E
W O O D
N O P
A R K
IN
G A
N
YT
IM
E
W O O D
R
IP
R
A P
A
SP
H A
LT
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
COUNTY ROAD 296 / 102ND AVENUE
ASPHALT PAVEMENT
PUBLIC ROAD
COUNTY ROAD 296 / 102ND AVENUE
ASPHALT PAVEMENT
PUBLIC ROAD
CONC.
CONCRETE
ELECTRIC
CONCRETE
ELECTRIC
WOOD
WOOD
WOOD
WOOD
WOOD
CONC.
CONC.
CHANNEL
C O N C
W O O D
C O N C R
ET
E W
O O D
C O N C R
ET
E
C O N C R
ET
E
W O O D
WOOD
WOOD
CONC.
SP
EE
D L
IM
IT
A D O
PT
A M
IL
E
SC
H O O L
A H
EA
D
C O N C R
ET
E
WOOD
WOOD
CONCRETE
CONCRETE
CONC.
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
8"
11"
21"
28" 7" 12" 7"
12"
7"11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6" 12"
4" 11" 10"
15"
15"
10"12"
5" 14"
4"
9"
21"
11" 16"
8"
15"
12"
12"
16"/16"/5" 12"
WOOD
ST-1
MANHOLE
N RIM EL = 9.71'
W (30" RCP) IE = 5.28'
SE (30" RCP) IE = 5.28'
ST-10
N RIM EL = 8.14'
E (30" RCP) IE = 4.46'
SW (30" RCP) IE = 4.44'
WOOD
WOOD
WOOD
2 STORY
MASONRY BUILDING
1 STORY
MASONRY
BUILDING
COVERED
CONCRETE
STAIRS
COVERED
DUGOUT
COVERED
DUGOUTBLEACHERS
CONCRETE
CONCRETE
BLEACHERS
ASPHALT PAVEMENT
ASPHALT
PAVEMENT
BRICK
B
LE
A C H
ER
S
C O N C R
ET
E C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
7' CHAINLINK FENCECOVEREDDUGOUT
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
CO
N
CR
ET
E
B
LE
A C H
ER
S C O N C R
ET
E
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
BLEACHERS
CONCRETE
BATTING CAGES
BATTING CAGES
CLAY
CLAY
CLAY
CLAY
GRASS
GRASSGRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAYCLAY
CLAY
CLAY
CLAY
CLAY
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
CLAY
CLAY
GATE
6' CHAINLINK
FENCE
H A N D
IC
A P
PA
R K
IN
G
2" M
ET
A L
PO
ST
S 2"
M
ET
A L
PO
ST
S 13"
16" 23"
13"
4" 27" 12"
7"
6"
9" 8"/7"
18" 14"
21" 18"
15"
30"
14"
7"/6"/5"/5"
4"
4"
14"12"
16"
5"/4" 6"/5"/4"/4"6"6"/5"/4"
6"/6"/4"
7"/5" 5" 19" 15"
17"12"4" 10" 4"/4"
20" 7"/7"/5"/4"
11"/8"
13"
7"15"
11"/10"/9"/9"
18"
17" 11"
15"
16"17"12"
9" 10" 12" 5" 5"
19"/13"
7"
15"
17" 13"
7"
6"6"/5"/4"/3"/3" 4"
7"
14"13" 5"
4" 5"
7"
14"
15" 12"
15"
17" 24" 18"
17"
17"
22"
15"
52"
22"
15"
17"
13" 10"
15"
27"
15"
14"
11"
15"
16"
26"
17"
GATE
6' CHAINLINK FENCE
6' C H A
IN
LI
N K F
EN
C E
18"17"
8"
30"
24"
22"
GATE
GATE
ASPHALT PAVEMENT
ASPHALT P
AVEM
ENT
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
G A
TE
GATE
GATE
GATE
GATE
GATE
GATE
GATEGATE
GATE
GATE
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
DIRT
FINISH FLOOR EL = 9.68'
FINISH FLOOR EL = 9.01'
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
W1-32
W1-33
W1-35
W1-36
W1-38
W1-34
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50
W 1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
WETLAND AREA
UPLAND AREA
WETLAND AREA
GATE
GATE
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
4' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
ASPHALT
PAVEMENT
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
23' CHAINLINK FENCE
8' CHAINLINK FENCE
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
20' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
6' C H A
IN
LIN
K
FEN
C E
BEGIN
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
8' CHAINLINK FENCE
12' CHAINLINK
FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
' C
HA
INL
INK
FE
NC
E
C H A
IN
LI
N K
FE
N C E
20' CHAINLINK FENCE 20' CHAINLINK FENCE
20' CHAINLINK FENCE
8' CHAINLINK FENCE
12' CHAINLINK FENCE
12' CHAINLINK FENCE
4' P
VC
F
EN
CE
6' C
H
AI
N
LI
N K
FE
N
CE
WOOD
COVEREDDUGOUT
WOOD
WOOD
ST
O P
C R O
SS
B A
YO
U
SP
O R
TS
C O M
PL
EX
SCOREBOARD
SCOREBOARD
PI
PE
D
IR
EC
TI
O N
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
SCOREBOARD
BLEACHERS
UPLAND AREA
UPLAND AREA
WETLAND AREA
WETLAND AREA 20' CHAINLINK FENCE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
14"
20' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
8' CHAINLINK FENCE
BEGIN
8' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
METAL POST (2)METAL POST (2)
BEGIN
8' CHAINLINK FENCE
20' CHAINLINKFENCE
6' CHAINLINK
FENCE
6' CHAINLINK FENCE
20' CHAINLINK FENCE
END 6' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
6' CHAINLINK FENCE
8' CHAINLINK FENCE
B
EG
IN
7' C
H A
IN
LI
N K F
EN
C E
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
DIRT MOUND
CONC. WALL
NO PARKING
CONCRETE SPILLWAY
D
IR
EC
TI
O N O
N
LY
DI
RE
CT
IO
N
ON
LY
102ND AVE.
TH
S T.
N O
R
TH
PID 004556B
CROSS BAYOU BALLFIELDS
10150 98TH STREET NORTH
SEMINOLE, FL 33777
FINANCIAL PID F2241
STATE OF
No. 68011
PROFESSIONAL ENGIN
EE
R
AIMEE J. SHIELDS
FLORIDA
Aimee Shields
Digitally signed by Aimee Shields
DN:
E=a.shields@gaiconsultants.com, CN=Aimee Shields, OU=Comm Infrastructure/Civil, O="GAI Consultants, Inc.", L=Orlando, S=Florida, C=US Date: 2024.11.08 10:04:31-05'00'
STP-24-00002 11/13/2024
Zoning - Molly Cord - Approved with Conditions - 11/13/2024
Engineering - Dayne Morris - Approved - 11/13/2024
Environmental - Carol Purchell - Approved - 11/13/2024
Stormwater - Paul Berlage - Approved
- 8/12/2024
Transportation - Sean Tipton - Approved with Conditions - 8/19/2024
Electrical - Kai Allen - Approved with Conditions - 1/26/2024
Plumbing - Jeff Reed - Approved - 1/18/2024
Building - Daniel Sutton - Approved - 1/19/2024
Utilities - Steve Allen - Approved - 11/13/2024
SD
SD
SAN
SD
SD
MH
GAS
SD
SD
14"X23" ERCP
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-14
CATCH BASIN
TOP OF GRATE EL = 24.25'
N (15" RCP) IE = 19.35'
E (24" RCP) IE = 19.32'
ST-13 ST-12
ST-3
ST-16ST-15
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
24" RCP
R C P
R C P
R C P
24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
30" RCP
ST-1ST-10
ST-18
ST-19
ST-13
CATCH BASIN
TOP OF GRATE EL = 14.74'
N (15" RCP) IE = 10.11'
E (24" RCP) IE = 9.35'
W (24" RCP) IE = 9.35'
ST-15
CATCH BASIN
TOP OF GRATE EL = 14.73'
S (15" RCP) IE = 10.25'
ST-12
CATCH BASIN
TOP OF GRATE EL = 11.86'
N (15" RCP) IE = 7.08'
E (24" RCP) IE = 6.37'
W (24" RCP) IE = 6.42'
ST-16
CATCH BASIN
TOP OF GRATE EL = 11.74'
S (15" RCP) IE = 7.99'
ST-3
CURB INLET WITH MANHOLE
N RIM EL = 11.63'
THROAT EL = 11.03'
E (30" RCP) IE = 4.51'
W (24" RCP) IE = 4.89'
ST-4
MANHOLE
N RIM EL = 10.94'
E (8" PVC) = 7.77'
BOTTOM OF STRUCTURE EL = 7.82'
ST-11
CURB INLET WITH MANHOLE
N RIM EL = 11.07'
THROAT EL = 10.10'
W (30" RCP) IE = 3.62'
S (30" RCP) IE = 3.34'
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
COUNTY ROAD 296 / 102ND AVENUE
ASPHALT PAVEMENT
PUBLIC ROAD
COUNTY ROAD 296 / 102ND AVENUE
ASPHALT PAVEMENT
PUBLIC ROAD
8"
11"
21"
28" 7"
12" 7" 12"
7" 11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6" 12"
4" 11" 10"
15"
15"
10"12"
5" 14"
4"
9"
21" 8"
15"
12"
16"/16"/5" 12"
ST-1
MANHOLE
N RIM EL = 9.71'
W (30" RCP) IE = 5.28'
SE (30" RCP) IE = 5.28'
ST-10
N RIM EL = 8.14'
E (30" RCP) IE = 4.46'
SW (30" RCP) IE = 4.44'
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
W1-32
W1-33
W1-35
W1-36
W1-38
W1-34
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50
W 1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
WETLAND AREA
UPLAND AREA
WETLAND AREA
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
WOOD
PI
PE
D
IR
EC
TI
O N
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
UPLAND AREA
UPLAND AREA
WETLAND AREA
WETLAND AREA
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
DIRT MOUND
CONCRETE SPILLWAY
102ND AVE.
TH
S T.
N O
R
TH
Feet 3201600 80
01/04/2024
ISSUED FOR DRC REVIEW
NOT FOR CONSTRUCTION
Aimee Shields
Digitally signed by Aimee Shields DN: E=a.shields@gaiconsultants.com, CN=Aimee Shields, OU=Comm Infrastructure/Civil, O="GAI Consultants, Inc.", L=Orlando, S=Florida, C=US Date: 2024.01.05 12:40:20-05'00'
SD
SD
SD
SD
WATERWATER
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-13 ST-12
ST-3
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
24" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
30" RCP
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
WOOD
W O O D
WOOD
W O O D
CO
N C.
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
CONC.
CONCRETE
ELECTRIC
CONCRETE
ELECTRIC
WOOD
WOOD
WOOD
WOOD
WOOD
CONC.
CONC.
CHANNEL
C O N C
W O O D
C O N C R
ET
E W
O O D
C O N C R
ET
E
C O N C R
ET
E
SP
EE
D L
IM
IT
A D O
PT
A M
IL
E
SC
H O O L
A H
EA
D
C O N C R
ET
E
WOOD
WOOD
CONCRETE
CONCRETE
16"/16"/5" 12"
WOOD
WOOD
WOOD
WOOD
2 STORY
MASONRY BUILDING
1 STORY
MASONRY
BUILDING
COVERED
CONCRETE
STAIRS
COVERED
DUGOUT
COVERED
DUGOUTBLEACHERS
CONCRETE
CONCRETE
BLEACHERS
ASPHALT PAVEMENT
ASPHALT
PAVEMENT
BRICK
B
LE
A C H
ER
S
C O N C R
ET
E C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
7' CHAINLINK FENCECOVERED
DUGOUT
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
CO
N
CR
ET
E
B
LE
A C H
ER
S C O N C R
ET
E
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
BLEACHERS
CONCRETE
BATTING CAGES
BATTING CAGES
CLAY
CLAY
CLAY
CLAY
GRASS
GRASSGRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAYCLAY
CLAY
CLAY
CLAY
CLAY
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
G A
TE
GATE
GATE
GATE
GATE
GATE
GATE
GATEGATE
GATE
GATE
FINISH FLOOR EL = 9.68'
FINISH FLOOR EL = 9.01'
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50
W 1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
23' CHAINLINK FENCE
8' CHAINLINK FENCE
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
20' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
6' C H A
IN
LIN
K
FEN
C E
BEGIN
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
8' CHAINLINK FENCE
12' CHAINLINK
FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
C H A
IN
LI
N K
FE
N C E
20' CHAINLINK FENCE 20' CHAINLINK FENCE
20' CHAINLINK FENCE
8' CHAINLINK FENCE
12' CHAINLINK FENCE
12' CHAINLINK FENCE
4' P
VC
F
EN
CE
6' C
H
AI
N
LI
N K
FE
N
CE
COVERED
DUGOUT
SCOREBOARD
SCOREBOARD
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
SCOREBOARD
BLEACHERS
UPLAND AREA
WETLAND AREA 20' CHAINLINK FENCE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
8' CHAINLINK FENCE
BEGIN
8' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
METAL POST (2)
METAL POST (2)
BEGIN
8' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK FENCE
END 6' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
6' CHAINLINK FENCE
8' CHAINLINK FENCE
B
EG
IN
7' C
H A
IN
LI
N K F
EN
C E
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
CONCRETE SPILLWAY
D
IR
EC
TI
O N O
N
LY
DI
RE
CT
IO
N
ON
LY
Feet 60300 15
MH
R C P
IE
6.
IE=6.08'
14"X23" ERCP
14"X23" ERCP
14"X23" ERCP
ST-8
ST-9
IE=6.00'
ST-19
IE
5.
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
W O O D
N O P
A R K
IN
G A
N
YT
IM
E
W O O D
R
IP
R
A P
A
SP
H A
LT
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
W O O D
C O N C R
ET
E
C O N C R
ET
E
W O O D
WOOD
WOOD
CONC.
CONCRETE
CONC.
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
ASPHALT
PAVEMENT
GRASSGRASS
GRASS
GRASS
GRASS
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
CLAY
CLAY
GATE
6' CHAINLINK
FENCE
H A N D
IC
A P
PA
R K
IN
G
2" M
ET
A L
PO
ST
S 2"
M
ET
A L
PO
ST
S
16"
23"
18" 14"
21" 18"
15"
30"
14"
7"/6"/5"/5"
4"
4"
14"12"
16"
5"/4" 6"/5"/4"/4"6"6"/5"/4"
6"/6"/4"
7"/5" 5" 19" 15"
17"12"4" 10" 4"/4"
20" 7"/7"/5"/4"
11"/8"
13"
7"15"
11"/10"/9"/9"
18"
17" 11"
15"
16" 17"
12"
9" 10" 12" 5" 5"
19"/13"
7"
15"
17"
13"
7"
6"6"/5"/4"/3"/3" 4"
7"
14"13"
5" 4" 5"
7"
14"
15" 12"
15"
17" 24" 18"
17"
17"
22"
15"
52"
22"
15"
17"
13" 10"
15"
27"
15"
14"
11"
15"
16"
26"
17"
GATE
6' CHAINLINK FENCE
6' C H A
IN
LI
N K F
EN
C E
18"17"
8"
30"
24"
22"
GATE
GATE
ASPHALT PAVEMENT
ASPHA
LT PA
VEMENT
GATE
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
WETLAND AREA
UPLAND AREA
WETLAND AREA
GATE
6' C
H A
IN
LI
N K F
EN
C E
4' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
ASPHALT
PAVEMENT
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
' C
HA
INL
INK
FE
NC
E
DUGOUT
WOOD
WOOD
ST
O P
C R O
SS
B A
YO
U
SP
O R
TS
C O M
PL
EX
UPLAND AREA
WETLAND AREA
14"
20' CHAINLINK
FENCE
6' CHAINLINK
FENCE
NO PARKING
Feet
GAS
W O O D
H O R
SE
S N O P
A R K
IN
G A
N
YT
IM
E
W O O D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
WOOD
WOOD
WOOD
8"
11"
21"
28" 7"
12" 7" 12"
7" 11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6" 12"
4" 11" 10"
15"
15"
10"12"
5" 14"
4"
9"
21"
11" 16"
8"
15"
12"
12"
13"
16"
23"
13"
4" 27" 12"
7"
6"
9" 8"/7"
18" 14"
30"
14"
7"/6"/5"/5"
4"
4"
14"12"
16"
5"/4" 6"/5"/4"/4"6"6"/5"/4"
6"/6"/4"
7"/5" 5" 19" 15"
17"12"4" 10" 4"/4"
20" 7"/7"/5"/4"
11"/8"
13"
7"15"
GRASS
GRASS GRASS
GRASS
GRASS
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
WETLAND AREA
GATE
GATE
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
4' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
WOOD
WOOD
DIRT MOUND
CONC. WALL
Feet
SD
SD
SD
SD
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50 W
1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
CONCRETE SPILLWAY
MH
10 10
10 10
Feet 60300 15
STP-24-00002 11/13/2024
Zoning Condition by Molly Cord Freestanding Sign
Freestanding signs for public/semi-public zoning uses must meet the standards set forth in LDC Section 138-3756(c)(1).
14"X23" ERCP ST-19
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
MH
10 10
10 10
Feet 60300 15
STP-24-00002 11/13/2024
Transportation Condition by Sean Tipton Concrete Requirements
• All new concrete within the right-of-way shall be a minimum of 6” thick, 3,000psi with either #10 welded wire or fiber reinforced.
O O D
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
SITE AMENITIES QTY
6' BENCHES ANOVA, MODEL: TANDUM 6' CONTOUR BENCH, FRAME COLOR: TEXTURED PEWTER,
BODY COLOR: TEXTURED FERN, WWW.ANOVAFURNISHINGS.COM OR APPROVED EQUAL 6
LITTER RECEPTACLES
ANOVA, MODEL: EXPOSITION 45 GALLON TRASH RECEPTACLE, COLOR: TEXTURED
PEWTER, WWW.ANOVAFURNISHINGS.COM OR APPROVED EQUAL 14
BIKE RACK
MADRAX, INVERTED U BIKE RACK, IN-GROUND MOUNT, WWW.MADRAX.COM OR
APPROVED EQUAL 6
3 ROW BLEACHER
24' LENGTH ALUMINUM, 3 ROW BLEACHER, BY ALUMINUM BLEACHERS,
WWW,ALUMINUMBLEACHERS.COM OR APPROVED EQUAL 14
SHADE PAVILION 28' X 10' - 10' HT FABRIC SHADE WITH GLIDE ELBOW BY SUPERIOR SHADE OR APPROVED
EQUAL 14
SCORING TABLE ALUMINUM SCORING TABLE WITH BENCH BY BEACON ATHLETICS OR APPROVED EQUAL 7
DUGOUT BENCH 21' LENGTH ALUMINUM DUGOUT BENCH WITH SHELF BY BEACON ATHLETICS OR
APPROVED EQUAL 14
NOTE
ONE BIKE RACK PROVIDES 2 BIKE PARKING SPACES
Feet
SD
SD
SD
SD
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
16"/16"/5" 12"
W1-54
GAI W1-55
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
CONCRETE SPILLWAY
MH
Feet 120600 30
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
WETLAND AREA
UPLAND AREA
WETLAND AREA
UPLAND AREA
WETLAND AREA
MH
Feet
O O D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D8"
11"
21"
28" 7"
12" 7" 12"
7" 11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6" 12"
4" 11" 10"
15"
15"
10"12"
5" 14"
4"
9"
21" 8"
15"
12"
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
WETLAND AREA
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
DIRT MOUND
Feet 120600 30
68011
01/04/2024
ISSUED FOR DRC REVIEW
NOT FOR CONSTRUCTION
Aimee Shields Digitally signed by Aimee Shields DN: E=a.shields@gaiconsultants.com, CN=Aimee Shields, OU=Comm Infrastructure/Civil, O="GAI Consultants, Inc.", L=Orlando, S=Florida, C=US Date: 2024.01.05 12:45:51-05'00'
ISSUED FOR DRC REVIEW
NOT FOR CONSTRUCTION
Aimee Shields Digitally signed by Aimee Shields DN: E=a.shields@gaiconsultants.com, CN=Aimee Shields, OU=Comm Infrastructure/Civil, O="GAI Consultants, Inc.", L=Orlando, S=Florida, C=US Date: 2024.01.05 12:46:07-05'00'
ISSUED FOR DRC REVIEW
NOT FOR CONSTRUCTION
Aimee Shields
Digitally signed by Aimee Shields DN: E=a.shields@gaiconsultants.com, CN=Aimee Shields, OU=Comm Infrastructure/Civil, O="GAI Consultants, Inc.", L=Orlando, S=Florida, C=US Date: 2024.01.05 12:46:23-05'00'
ISSUED FOR DRC REVIEW
NOT FOR CONSTRUCTION
Aimee Shields
Digitally signed by Aimee Shields DN: E=a.shields@gaiconsultants.com, CN=Aimee Shields, OU=Comm Infrastructure/Civil, O="GAI Consultants, Inc.", L=Orlando, S=Florida, C=US Date: 2024.01.05 12:46:42-05'00'
SD
SD
SD
SD
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
16"/16"/5" 12"
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50 W
1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
UPLAND AREA
WETLAND AREA
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
CONCRETE SPILLWAY
MH
Feet
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
WETLAND AREA
UPLAND AREA
WETLAND AREA
UPLAND AREA
WETLAND AREA
MH
Feet
120600 30STP-24-00002 11/13/2024
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D8"
11"
21"
28" 7"
12" 7" 12"
7" 11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6" 12"
4" 11" 10"
15"
15"
10"12"
5" 14"
4"
9"
21" 8"
15"
12"
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
WETLAND AREA
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
DIRT MOUND
Feet
MAINTENANCE BUILDING 1,200 SFRESTROOM & CONCESSION BUILDING (1,120 SF)
R22 0'
TO C
HAIN
LI
NK FENCE O
R
R20 0', SEE SITE PLA
N
Feet 40200 10
BATTING CAGE AREA ENLARGEMENT
NETTING (TYP.)
LITTLE LEAGUE FIELD ENLARGEMENT
Feet 40200 10
Feet 40200 10
TEE BALL FIELD ENLARGEMENT
Digitally signed by Devin E Platt Date: 2023.06.23 13:11:47-04'00'
45° BEVEL
1. ALL WOOD TO BE PRESSURE TREATED SOUTHERN
PINE S4S.
2. HARDWARE TO BE HOT DIPPED GALV. PROVIDE
MIN. OF 4 PER 2"X8".
ELEVATION
SECTION
6"x6" POST @ 6' O.C.
(2) 2"X8" RAILS
FINISH GRADE
MOUNDED SOIL FOR POSITIVE
DRAINAGE, TYP.
6'-0"
1 1/2"
2"X8" RAIL
3' MINCOMPACTED SUBGRADE TO
98% MOD. PROCTOR T-180
BASIS OF DESIGN: USE 3 RAIL POST & BOARD FENCE BY
MASTER-HALCO, INC. 1(800)229-5615 OR APPROVED EQUAL.
20"
3"
4'-0"
6" WASHED GRAVEL FOR
DRAINAGE
16 P GALV. NAILS,
PRE-DRILL HOLES,
12"
PROFILE VIEWISOMETRIC VIEW
NOTES:
1. PLACE SIGN AT 50' O/C ALONG WETLAND,
OR AT EVERY CHANGE IN DIRECTION,
WHICHEVER IS LESS.
BIKE RACK PLAN
N.T.S.
INVERTED "U" GALVANIZED BIKE
RACK, EMBEDDED (TYP.)
SIDE WALK
EDGE OF CONCRETE PAD
NOTE: INSTALL PER MANUFACTURER
SPECIFICATIONS
26'-0"
9' -0
4' -0
4'-0" TYP.3'-0"
O O D
CLAY
GATE
Feet 1" = 40'
80400 20
1'-8"6" 3'
-6
CL
6' C
H A
IN
LI
N K F
EN
C E
Feet 1" = 40'
80400 20
ENGINEER CERTIFICATION
CONTRACTOR CERTIFICATION
GENERAL CONSTRUCTION NOTES
CONTRACTOR RESPONSIBILITIES
CONSTRUCTION ACTIVITIES AND EROSION AND SEDIMENTATION CONTROL NOTES
STORMWATER POLLUTION PREVENTION PLAN NOTES
SD
SD
SD
SD
WATERWATER
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-13 ST-12
ST-3
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
24" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
30" RCP
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
WOOD
W O O D
WOOD
W O O D
CO
N C.
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
CONC.
CONCRETE
ELECTRIC
CONCRETE
ELECTRIC
WOOD
WOOD
WOOD
WOOD
WOOD
CONC.
CONC.
CHANNEL
C O N C
W O O D
C O N C R
ET
E W
O O D
C O N C R
ET
E
C O N C R
ET
E
SP
EE
D L
IM
IT
A D O
PT
A M
IL
E
SC
H O O L
A H
EA
D
C O N C R
ET
E
WOOD
WOOD
CONCRETE
CONCRETE
16"/16"/5" 12"
WOOD
WOOD
WOOD
WOOD
2 STORY
MASONRY BUILDING
1 STORY
MASONRY
BUILDING
COVERED
CONCRETE
STAIRS
COVERED
DUGOUT
COVERED
DUGOUTBLEACHERS
CONCRETE
CONCRETE
BLEACHERS
ASPHALT PAVEMENT
ASPHALT
PAVEMENT
BRICK
B
LE
A C H
ER
S
C O N C R
ET
E C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
7' CHAINLINK FENCECOVERED
DUGOUT
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
CO
N
CR
ET
E
B
LE
A C H
ER
S C O N C R
ET
E
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
BLEACHERS
CONCRETE
BATTING CAGES
BATTING CAGES
CLAY
CLAY
CLAY
CLAY
GRASS
GRASSGRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAYCLAY
CLAY
CLAY
CLAY
CLAY
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
G A
TE
GATE
GATE
GATE
GATE
GATE
GATE
GATEGATE
GATE
GATE
FINISH FLOOR EL = 9.68'
FINISH FLOOR EL = 9.01'
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50
W 1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
23' CHAINLINK FENCE
8' CHAINLINK FENCE
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
20' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
6' C H A
IN
LIN
K
FEN
C E
BEGIN
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
8' CHAINLINK FENCE
12' CHAINLINK
FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
C H A
IN
LI
N K
FE
N C E
20' CHAINLINK FENCE 20' CHAINLINK FENCE
20' CHAINLINK FENCE
8' CHAINLINK FENCE
12' CHAINLINK FENCE
12' CHAINLINK FENCE
4' P
VC
F
EN
CE
6' C
H
AI
N
LI
N K
FE
N
CE
COVERED
DUGOUT
SCOREBOARD
SCOREBOARD
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
SCOREBOARD
BLEACHERS
UPLAND AREA
WETLAND AREA 20' CHAINLINK FENCE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
8' CHAINLINK FENCE
BEGIN
8' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
METAL POST (2)
METAL POST (2)
BEGIN
8' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK FENCE
END 6' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
6' CHAINLINK FENCE
8' CHAINLINK FENCE
B
EG
IN
7' C
H A
IN
LI
N K F
EN
C E
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
CONCRETE SPILLWAY
D
IR
EC
TI
O N O
N
LY
DI
RE
CT
IO
N
ON
LY
Feet
SD
SD
SD
SD
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50 W
1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
CONCRETE SPILLWAY
MH
SAN
SD
SD
SD
SD
SD
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50 W
1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
CONCRETE SPILLWAY
MH
Feet
R C P
IE
6.
IE=6.08'
14"X23" ERCP
14"X23" ERCP
14"X23" ERCP
ST-8
ST-9
IE=6.00'
ST-19
IE
5.
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
W O O D
N O P
A R K
IN
G A
N
YT
IM
E
W O O D
R
IP
R
A P
A
SP
H A
LT
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
W O O D
C O N C R
ET
E
C O N C R
ET
E
W O O D
WOOD
WOOD
CONC.
CONCRETE
CONC.
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
ASPHALT
PAVEMENT
GRASSGRASS
GRASS
GRASS
GRASS
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
CLAY
CLAY
GATE
6' CHAINLINK
FENCE
H A N D
IC
A P
PA
R K
IN
G
2" M
ET
A L
PO
ST
S 2"
M
ET
A L
PO
ST
S
16"
23"
18" 14"
21" 18"
15"
30"
14"
7"/6"/5"/5"
4"
4"
14"12"
16"
5"/4" 6"/5"/4"/4"6"6"/5"/4"
6"/6"/4"
7"/5" 5" 19" 15"
17"12"4" 10" 4"/4"
20" 7"/7"/5"/4"
11"/8"
13"
7"15"
11"/10"/9"/9"
18"
17" 11"
15"
16" 17"
12"
9" 10" 12" 5" 5"
19"/13"
7"
15"
17"
13"
7"
6"6"/5"/4"/3"/3" 4"
7"
14"13"
5" 4" 5"
7"
14"
15" 12"
15"
17" 24" 18"
17"
17"
22"
15"
52"
22"
15"
17"
13" 10"
15"
27"
15"
14"
11"
15"
16"
26"
17"
GATE
6' CHAINLINK FENCE
6' C H A
IN
LI
N K F
EN
C E
18"17"
8"
30"
24"
22"
GATE
GATE
ASPHALT PAVEMENT
ASPHA
LT PA
VEMENT
GATE
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
WETLAND AREA
UPLAND AREA
WETLAND AREA
GATE
6' C
H A
IN
LI
N K F
EN
C E
4' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
ASPHALT
PAVEMENT
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
' C
HA
INL
INK
FE
NC
E
DUGOUT
WOOD
WOOD
ST
O P
C R O
SS
B A
YO
U
SP
O R
TS
C O M
PL
EX
UPLAND AREA
WETLAND AREA
14"
20' CHAINLINK
FENCE
6' CHAINLINK
FENCE
NO PARKING
Feet
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
MHMH
14"X23" ERCP ST-19
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-28
W1-29
W1-30 W1-31
W1-32
W1-35
W1-36
W1-38
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
MH
Feet
O O D
H O R
SE
S N O P
A R K
IN
G A
N
YT
IM
E
W O O D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
WOOD
WOOD
WOOD
8"
11"
21"
28" 7"
12" 7" 12"
7" 11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6" 12"
4" 11" 10"
15"
15"
10"12"
5" 14"
4"
9"
21"
11" 16"
8"
15"
12"
12"
13"
16"
23"
13"
4" 27" 12"
7"
6"
9" 8"/7"
18" 14"
30"
14"
7"/6"/5"/5"
4"
4"
14"12"
16"
5"/4" 6"/5"/4"/4"6"6"/5"/4"
6"/6"/4"
7"/5" 5" 19" 15"
17"12"4" 10" 4"/4"
20" 7"/7"/5"/4"
11"/8"
13"
7"15"
GRASS
GRASS GRASS
GRASS
GRASS
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
WETLAND AREA
GATE
GATE
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
4' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
WOOD
WOOD
DIRT MOUND
CONC. WALL
Feet
O O D
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
GAS
W O O D
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
Feet
S D
S D
S D
S D
M H
W O O D
W O O D
A
TM
S
C O N C
W O O D
M H
98th Street North
M H
GA
S
M H
98th Street North
NORTH ENTRANCE SIGHT TRIANGLE EXHIBIT
SOUTH ENTRANCE SIGHT TRIANGLE EXHIBIT
Feet 60300 15
Feet
SD
SD SD
MH
SDWOODWOOD
WOOD
WOODATMS
CONC.
MH
98th Street N orth
98th Street N orth
SD
SD
SD
SD SD
MH
SDWOODWOOD
WOOD
WOODATMS
CONC.
MH
98th Street N orth
98th Street N orth
REFUSE - TRUCK ACCESS PLANFIRE TRUCK - TRUCK ACCESS PLAN
Feet 120600 30
Feet
S D
S D
S D
S D
M H
W O O D
W O O D
A
TM
S
C O N C
W O O D
M H
98th Street North
M H
GA
S
M H
98th Street North
Feet 60300 15
Feet 60300 15
NORTH ENTRANCE PEDESTRIAN SIGHT TRIANGLE EXHIBIT
SOUTH ENTRANCE PEDESTRIAN SIGHT TRIANGLE EXHIBIT
SD
SD
SD
SD
MH
SD
SDMETAL WOODWOOD
WOOD
WOODATMS
CONC.
MH
Feet
MHMH
Feet
O O D
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE SIZE NATIVE/NON-NATIVE DETAIL REMARKS
TREES
CE 54 CONOCARPUS ERECTUS GREEN BUTTONWOOD 65 GAL. 4" CAL, 14'-16' HT X 6'-8' HT NATIVE FULL & EVEN CANOPY
MG 3 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 65 GAL. 3.5" - 4" CAL. FULL & EVEN CANOPY
PE 38 PINUS ELLIOTTI 'DENSA' SLASH PINE 30 GAL. 2" CAL, 10-12' HT X 4'-5' SPRD NATIVE FULL & EVEN CANOPY
PLANT SCHEDULE
LIVE & LAUREL
OAKS
REMOVED
ASSESSED
VALUE (2)
PROTRECTED
TREES
REMOVED
TREE MITIGATION TABLE
INCHES
REMOVED
MITIGATION
RATIO
TOTAL INCHES
MITIGATION
REQUIRED
NEW
REPLACEMENT
INCHES
NET
MITIGATION
0127 NONE
1180 1138.5 -85.51053
LIVE & LAUREL
OAKS
REMOVED
ASSESSED
VALUE (3) 415415 RATIO 1:1 246.5 168.5
SLASH PINES
REMOVED
ASSESSED
VALUE (3) 153153 RATIO 1:1 0 153
SLASH PINES
REMOVED
ASSESSED
VALUE (4) 175175 RATIO 1:1 76 99
SABAL PALM
REMOVED
ASSESSED
VALUE (4) 310310 RATIO 1:1 816 -506
NOTE:
CE, MG, TD TREE SPECIES
USED TO SATISFY MITIGATION
NOTE:
PE TREE SPECIES USED TO
SATISFY MITIGATION
NOTE:
SP TREE SPECIES USED TO
SATISFY MITIGATION
NATIVE TREES 100%
NON NATIVE TREES 0%
NATIVE SHRUBS & GROUNDCOVER 100%
NON NATIVE SHRUBS & GROUNDCOVER 0%
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE SIZE NATIVE/NON-NATIVE DETAIL REMARKS
TREES
CE 54 CONOCARPUS ERECTUS GREEN BUTTONWOOD 65 GAL. 4" CAL, 14'-16' HT X 6'-8' HT NATIVE FULL & EVEN CANOPY
MG 3 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 65 GAL. 3.5" - 4" CAL. FULL & EVEN CANOPY
PE 38 PINUS ELLIOTTI 'DENSA' SLASH PINE 30 GAL. 2" CAL, 10-12' HT X 4'-5' SPRD NATIVE FULL & EVEN CANOPY
SP 68 SABAL PALMETTO CABBAGE PALMETTO FG 12" CAL - 10'-18' CT NATIVE STAGGER HEIGHTS
TD 5 TAXODIUM DISTICHUM BALD CYPRESS 65 GAL. 4" CAL, 16'-18' HT X 8'-10' SPRD NATIVE FULL CANOPY
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE NATIVE/NON-NATIVE REMARKS
SHRUBS
IFL 1,016 ILLICIUM FLORIDANUM FLORIDA ANISE 3 GAL 24"-30" HT X 15"-18" SPRD FULL TO BASE, 36" O.C.
SRE 69 SERENOA REPENS SAW PALMETTO 3 GAL 15"-18" O.A. FULL TO BASE, 36" O.C.
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE NATIVE/NON-NATIVE SPACING REMARKS
SHRUB AREAS
DOB 3,993 DYSCHORISTE OBLONGIFOLIA TWIN FLOWER 1 GAL. 6"-8" O.A. 12" o.c. FULL & FLOWERING
PNE 184 PSYCHOTRIA NERVOSA WILD COFFEE 3 GAL. 18"-24" OA 36" o.c. FULL & THICK
ZPU 226 ZAMIA PUMILA COONTIE 3 GAL. 18"-24" OA 36" o.c. FULL & THICK
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT. SIZE SPACING REMARKS
SOD
SOD 149,062 SF PASPALUM NOTATUM BAHIA GRASS SOD SOLID SOD PIECES CONTRACTOR TO VERIFY
AMOUNT
PLANT SCHEDULE
NATIVE
NATIVE
NATIVE
NATIVE
NATIVE
Feet
SD
SD
SAN
SD
SD
WATERWATER
MH
GAS
SD
SD
R C P
IE
6.
IE=6.08'
14"X23" ERCP
14"X23" ERCP
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
14"X23" ERCP
ST-14
CATCH BASIN
TOP OF GRATE EL = 24.25'
N (15" RCP) IE = 19.35'
E (24" RCP) IE = 19.32'
ST-13 ST-12
ST-3
ST-16
ST-15
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
24" RCP
R C P
R C P
R C P
24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
ST-8
ST-9
IE=6.00'
30" RCP
ST-1ST-10
ST-18
ST-19
IE
5.
ST-13
CATCH BASIN
TOP OF GRATE EL = 14.74'
N (15" RCP) IE = 10.11'
E (24" RCP) IE = 9.35'
W (24" RCP) IE = 9.35'
ST-15
CATCH BASIN
TOP OF GRATE EL = 14.73'
S (15" RCP) IE = 10.25'
ST-12
CATCH BASIN
TOP OF GRATE EL = 11.86'
N (15" RCP) IE = 7.08'
E (24" RCP) IE = 6.37'
W (24" RCP) IE = 6.42'
ST-16
CATCH BASIN
TOP OF GRATE EL = 11.74'
S (15" RCP) IE = 7.99'
ST-3
CURB INLET WITH MANHOLE
N RIM EL = 11.63'
THROAT EL = 11.03'
E (30" RCP) IE = 4.51'
W (24" RCP) IE = 4.89'
ST-4
MANHOLE
N RIM EL = 10.94'
E (8" PVC) = 7.77'
BOTTOM OF STRUCTURE EL = 7.82'
ST-11
CURB INLET WITH MANHOLE
N RIM EL = 11.07'
THROAT EL = 10.10'
W (30" RCP) IE = 3.62'
S (30" RCP) IE = 3.34'
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
ST-19
CATCH BASIN
TOP OF GRATE EL = 9.04'
W (15" RCP) IE = 5.87'
ST-8
CATCH BASIN
TOP OF GRATE EL = 7.72'
W (14"X23" ERCP) IE = 6.13'
SE (14"X23" ERCP) IE = 5.96'
ST-9
CATCH BASIN
TOP OF GRATE EL = 7.55'
E (14"X23" ERCP) IE = 1.32'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
WOOD
W O O D
WOOD
W O O D
CO
N C.
W O O D
W O O D
H O R
SE
S N O P
A R K
IN
G A
N
YT
IM
E
W O O D
N O P
A R K
IN
G A
N
YT
IM
E
W O O D
R
IP
R
A P
A
SP
H A
LT
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
COUNTY ROAD 296 / 102ND AVENUE
ASPHALT PAVEMENT
PUBLIC ROAD
COUNTY ROAD 296 / 102ND AVENUE
ASPHALT PAVEMENT
PUBLIC ROAD
CONC.
CONCRETE
ELECTRIC
CONCRETE
ELECTRIC
WOOD
WOOD
WOOD
WOOD
WOOD
CONC.
CONC.
CHANNEL
C O N C
W O O D
C O N C R
ET
E W
O O D
C O N C R
ET
E
C O N C R
ET
E
W O O D
WOOD
WOOD
CONC.
SP
EE
D L
IM
IT
A D O
PT
A M
IL
E
SC
H O O L
A H
EA
D
C O N C R
ET
E
WOOD
WOOD
CONCRETE
CONCRETE
CONC.
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
WOOD
8"
11"
21"
28" 7"
12" 7" 12"
7" 11"7"
6" 7" 13" 7" 5"
4"
13" 6"16"
7"
6"
12" 4" 11"
10"
15"
15"
10"12"
5" 14"
4"
9"
21"
11" 16"
8"
15"
12"
12"
16"/16"/5" 12"
WOOD
ST-1
MANHOLE
N RIM EL = 9.71'
W (30" RCP) IE = 5.28'
SE (30" RCP) IE = 5.28'
ST-10
N RIM EL = 8.14'
E (30" RCP) IE = 4.46'
SW (30" RCP) IE = 4.44'
WOOD
WOOD
WOOD
2 STORY
MASONRY BUILDING
1 STORY
MASONRY
BUILDING
COVERED
CONCRETE
STAIRS
COVERED
DUGOUT
COVERED
DUGOUTBLEACHERS
CONCRETE
CONCRETE
BLEACHERS
ASPHALT PAVEMENT
ASPHALT
PAVEMENT
BRICK
B
LE
A C H
ER
S
C O N C R
ET
E C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
B
LE
A C H
ER
S
C O N C R
ET
E
COVEREDDUGOUT
7' CHAINLINK FENCECOVEREDDUGOUT
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
CO
N
CR
ET
E
B
LE
A C H
ER
S C O N C R
ET
E
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
BLEACHERS
CONCRETE
BATTING CAGES
BATTING CAGES
CLAY
CLAY
CLAY
CLAY
GRASS
GRASSGRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
CLAY
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
CLAY
CLAY
GATE
6' CHAINLINK
FENCE
H A N D
IC
A P
PA
R K
IN
G
2" M
ET
A L
PO
ST
S 2"
M
ET
A L
PO
ST
S
13"
16"
23"
13"
4" 27" 12"
7"
6"
9" 8"/7"
18" 14"
21" 18"
15"
30"
14"
7"/6"/5"/5"
4"
4"
14"12"
16"
5"/4" 6"/5"/4"/4"6"6"/5"/4"
6"/6"/4"
7"/5" 5" 19" 15"
17"12"4" 10" 4"/4"
20" 7"/7"/5"/4"
11"/8"
13"
7"15"
11"/10"/9"/9"
18"
17" 11"
15"
16" 17"
12"
9" 10" 12" 5" 5"
19"/13"
7"
15"
17"
13"
7"
6"6"/5"/4"/3"/3" 4"
7"
14"13"
5" 4" 5"
7"
14"
15" 12"
15"
17" 24" 18"
17"
17"
22"
15"
52"
22"
15"
17"
13" 10"
15"
27"
15"
14"
11"
15"
16"
26"
17"
GATE
6' CHAINLINK FENCE
6' C H A
IN
LI
N K F
EN
C E
18"17"
8"
30"
24"
22"
GATE
GATE
ASPHALT PAVEMENT
ASPHA
LT PA
VEMENT
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
G A
TE
GATE
GATE
GATE
GATE
GATE
GATE
GATEGATE
GATE
GATE
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
DIRT
FINISH FLOOR EL = 9.68'
FINISH FLOOR EL = 9.01'
W1-2
GAI W1-1
W1-3W1-4
W1-5
W1-6
W1-7
W1-8
W1-9
W1-10
W1-11
W1-12
W1-13
W1-14
W1-15
W1-16
W1-17
W1-18
W1-19
W1-20
W1-21
W1-22
W1-23
W1-24
W1-25
W1-26
W1-27
W1-28
W1-29
W1-30 W1-31
W1-32
W1-33
W1-35
W1-36
W1-38
W1-34
W1-37
W1-39
W1-40
W1-41
W1-42
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50
W 1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
WETLAND AREA
UPLAND AREA
WETLAND AREA
GATE
GATE
6' CHAINLINK FENCE
6' CHAINLINK FENCE
GATE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
4' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
ASPHALT
PAVEMENT
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
23' CHAINLINK FENCE
8' CHAINLINK FENCE
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
20' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
6' C H A
IN
LIN
K
FEN
C E
BEGIN
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
8' CHAINLINK FENCE
12' CHAINLINK
FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
' C
HA
INL
INK
FE
NC
E
C H A
IN
LI
N K
FE
N C E
20' CHAINLINK FENCE 20' CHAINLINK FENCE
20' CHAINLINK FENCE
8' CHAINLINK FENCE
12' CHAINLINK FENCE
12' CHAINLINK FENCE
4' P
VC
F
EN
CE
6' C
H
AI
N
LI
N K
FE
N
CE
WOOD
COVEREDDUGOUT
WOOD
WOOD
ST
O P
C R O
SS
B A
YO
U
SP
O R
TS
C O M
PL
EX
SCOREBOARD
SCOREBOARD
PI
PE
D
IR
EC
TI
O N
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
SCOREBOARD
BLEACHERS
UPLAND AREA
UPLAND AREA
WETLAND AREA
WETLAND AREA 20' CHAINLINK FENCE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
14"
20' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
8' CHAINLINK FENCE
BEGIN
8' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
METAL POST (2)
METAL POST (2)
BEGIN
8' CHAINLINK FENCE
20' CHAINLINK
FENCE
6' CHAINLINK
FENCE
6' CHAINLINK FENCE
20' CHAINLINK FENCE
END 6' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
6' CHAINLINK FENCE
8' CHAINLINK FENCE
B
EG
IN
7' C
H A
IN
LI
N K F
EN
C E
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EX
IS
TI
N G P
IN
EL
LA
S
C O U N
TY
R /W
P
ER
PI
N
EL
LA
S
C O U N
TY
R
IG
H T
O F
W A Y
M A P
FO
R C
A
PI
TA
L
IM
PR
O V
EM
EN
T
FU
N D
N O
1/
DIRT MOUND
CONC. WALL
NO PARKING
CONCRETE SPILLWAY
D
IR
EC
TI
O N O
N
LY
DI
RE
CT
IO
N
ON
LY
102ND AVE.
TH
S T.
N O
R
TH
Feet 2001000 50
DESCRIPTION
DEMOLITION LEGEND
SYMBOL NOTES
H Y D
SAN
SD
SD
SD
SD
SD
WATERWATER
MH
SD
SD
IE=3.57'
IE=5.79'
IE=4.42'
ST-14
ST-13 ST-12
ST-3
ST-4 ST-11
ST-7ST-6
15" RCP
15" RCP
24" RCP
30" RCP
30" RCP24" RCP
24" RCP24" RCP
30" RCP
30" RCP
30" RCP
IE=6.35'
30" RCP
ST-1ST-10
ST-18
ST-18
CATCH BASIN
(NO GRATE)
E (2" PIPE) IE = 6.20'
W (24" RCP) IE = 6.88'
BOTTOM OF BOX EL = 6.35'
ST-6
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 8.85'
E (15" RCP) IE = 4.45'
IE=6.19'
ST-7
CURB INLET WITH MANHOLE
N RIM EL = 9.81'
THROAT EL = 9.04'
E (15" RCP) IE = 4.35'
W (15" RCP) IE = 4.35'
METAL WOODWOOD
WOOD
WOODATMS
CONC.
INFO
WOOD
W O O D
WOOD
W O O D
CO
N C.
TH
S
TR
EE
T
N A
SP
H A
LT
P A V
EM
EN
T
PU
B
LI
C R
O A D
CONC.
CONCRETE
ELECTRIC
CONCRETE
ELECTRIC
WOOD
WOOD
WOOD
WOOD
WOOD
CONC.
CONC.
CHANNEL
C O N C
W O O D
C O N C R
ET
E W
O O D
C O N C R
ET
E
C O N C R
ET
E
SP
EE
D L
IM
IT
A D O
PT
A M
IL
E
SC
H O O L
A H
EA
D
C O N C R
ET
E
WOOD
WOOD
CONCRETE
CONCRETE
16"/16"/5" 12"
WOOD
WOOD
WOOD
WOOD
2 STORY
MASONRY BUILDING
1 STORY
MASONRY
BUILDING
COVERED
CONCRETE
STAIRS
COVERED
DUGOUT
COVERED
DUGOUTBLEACHERS
CONCRETE
CONCRETE
BLEACHERS
ASPHALT PAVEMENT
ASPHALT
PAVEMENT
BRICK
B
LE
A C H
ER
S
C O N C R
ET
E C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
7' CHAINLINK FENCECOVERED
DUGOUT
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
C O V
ER
ED
D U G O U T
CO
N
CR
ET
E
B
LE
A C H
ER
S C O N C R
ET
E
B
LE
A C H
ER
S
C O N C R
ET
E
COVERED
DUGOUT
BLEACHERS
CONCRETE
BATTING CAGES
BATTING CAGES
CLAY
CLAY
CLAY
CLAY
GRASS
GRASSGRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAY
CLAY
GRASS
GRASS
CLAY
CLAY
CLAYCLAY
CLAY
CLAY
CLAY
CLAY
B
LE
A C H
ER
S C O V
ER
ED
D U G O U T
GRASS
GRASS
CLAYCLAY
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
GATE
G A
TE
GATE
GATE
GATE
GATE
GATE
GATE
GATEGATE
GATE
GATE
FINISH FLOOR EL = 9.68'
FINISH FLOOR EL = 9.01'
W1-43
W1-45
W1-44
W1-46
W1-47
W1-48
W1-50
W 1-
W 1-
W1-50
W 1-
W1-54
GAI W1-55
UP1-2
GAI UP1-1
UP1-3
UP1-4
UP1-5
UP1-6
UP1-7
UP1-8
G
AI
U
P1 -1
UP1-13
UP1-12
UP1-11
UP1-10
UP1-9
UPLAND AREA
UPLAND AREA
6' C
H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
23' CHAINLINK FENCE
8' CHAINLINK FENCE
6' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
20' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
6' C H A
IN
LIN
K
FEN
C E
BEGIN
12' CHAINLINK FENCE
C H A
IN
LI
N K F
EN
C E
8' CHAINLINK FENCE
12' CHAINLINK
FENCE
C H A
IN
LI
N K F
EN
C E
C H A
IN
LI
N K F
EN
C E
CH
AI
N
LI
N K
FE
N
CE
C H A
IN
LI
N K
FE
N C E
20' CHAINLINK FENCE 20' CHAINLINK FENCE
20' CHAINLINK FENCE
8' CHAINLINK FENCE
12' CHAINLINK FENCE
12' CHAINLINK FENCE
4' P
VC
F
EN
CE
6' C
H
AI
N
LI
N K
FE
N
CE
COVERED
DUGOUT
SCOREBOARD
SCOREBOARD
TOP OF WATER EL = 6.96'
(05/26/23 9:42AM)
SCOREBOARD
BLEACHERS
UPLAND AREA
WETLAND AREA 20' CHAINLINK FENCE
6' CHAINLINK FENCE
6' C
H A
IN
LI
N K F
EN
C E
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
8' CHAINLINK FENCE
BEGIN
8' CHAINLINK
FENCE
BEGIN
8' CHAINLINK
FENCE
METAL POST (2)
METAL POST (2)
BEGIN
8' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK FENCE
END 6' CHAINLINK FENCE
6' CHAINLINK FENCE
20' CHAINLINK
FENCE
6' CHAINLINK FENCE
8' CHAINLINK FENCE
B
EG
IN
7' C
H A
IN
LI
N K F
EN
C E
EXISTING PINELLAS COUNTY R/W PER
PINELLAS COUNTY RIGHT OF WAY MAP
FOR CAPITAL IMPROVEMENT FUND
NO. 401 007 001/001
EXISTING PINELLAS COUNTY R/W PER
PINELLAS…
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