FINAL_PLANS_2024-02.pdf
PDF 36 MB Posted
- Solicitation number
- 24-0692-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a detailed engineering plan set for the Stormwater Starkey Facility M10 Modification (Rebid) project, prepared by AECOM Technical Services, Inc. for a local government project in Pinellas County, Florida. The project involves retrofitting and enhancing an existing stormwater management facility, specifically Pond 6C, with the primary objectives of improving water quality treatment and maintaining the existing flooding level of service. The plans include comprehensive details for constructing a weir, modifying pond sections, implementing drainage structures, and creating littoral shelves, with specific engineering specifications for excavation, embankment, and site preparation.
The project is funded through American Rescue Plan Act (ARPA) resources and involves significant earthwork, with estimated excavation of 32,533 cubic yards and embankment of 129 cubic yards. The engineering plans provide extensive technical details including cross-sections, control structure specifications, drainage details, and environmental protection measures such as tree preservation barriers and soil tracking prevention devices. The project's total pond area encompasses approximately 10.68 acres, with various subsections including right-of-way, pervious areas, and water management zones. The design incorporates specific elevation specifications, slope ratios, and environmental considerations to ensure proper stormwater management and ecological integration.
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STORMWATER STARKEY FACILITY M10 MODIFICATION
(REBID) FEBRUARY 2024
PID 003900A
E d "' D st [\J D [\J
_Q Cl!
LL
Ol"' z w L'.l I
D D O' "' l/1 Cl!
Cl!
l/1 C d
0..
C
_Q) l/1 Cl!
ca ca u l/1 C l/1
Cl!
C>C
::s
D w C>C r Vl l/1 d
E _Q ::s Vl
C ::s u l/1 d
Cl!
C ii::
LL
C>C c w C>C
LL
Vl
D w C>C r Vl cl C d
L
L 0.
0.
::s Vl
Cl!
u
4- 4-
Cl!
L'.l
REV. NO.
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
GEOSYNTEC CONSULTANTS, INC.
19321 US HWY 19 N
CLEARWATER, FL 33756
MARK ELLARD, P.E. 48073
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
INDEX OF PLANS
SHEET NO. SHEET TITLE
STORMWATER STARKEY FACILITY M 10 MODIFICATION (REBID)
5-6
11-13
20-21
33-37
38-39
40-41
COVER SHEET
SIGNATURES SHEET
GENERAL NOTES
PROJECT LAYOUT
M10 CANAL PLAN AND PROFILES
GRADING PLAN
TYPICAL SECTIONS
CROSS SECTIONS
WEIR WALL PLAN AND PROFILE
WEIR WALL DETAILS
STORMWATER POLLUTION PREVENTION PLAN
SWPPP NOTES
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL DETAILS
EROSION AND SEDIMENT CONTROL NOTES
GEOTECHNICAL DETAILS
SURFACE WATER AND WETLAND IMPACTS
MAINTENANCE OF TRAFFIC - DETAILS
MAINTENANCE OF TRAFFIC - LAYOUT
TREE IMPACT PLANS
M10 CANAL UTILITY ADJUSTMENT PLAN (1)-(2)
WATER QUALITY PLANTING PLAN (1 )-(2)
DATE DESCRIPTION REV. BY
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
AECOM TECHNICAL SERVICES, INC
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FL 33607.
MARK KUNTZ, P.E. 57512
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
INDEX OF PLANS
SHEET NO. SHEET TITLE
STORMWATER STARKEY FACILITY M10 MODIFICATION (REBID)
17-19
DESIGNED MED
DRAWN
MED
CHECKED MWE
GRADING PLAN
TYPICAL SECTIONS
CROSS SECTIONS
DRAINAGE STRUCTURE DETAILS
PROJECT:
Pinellas STORMWATER STARKEY
FACILITY M10 MODIFICATION
County (REBID)
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY
ON THE DA TE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
DEUEL & ASSOCIATES
565 SOUTH HERCULES AVE
CLEARWATER, FL 33764
BRIAN A. BARKER, P.E. 56728
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
INDEX OF PLANS
SHEET NO. SHEET TITLE
STORMWATER STARKEY FACILITY M10 MODIFICATION (REBID)
28-29 PLANTING PLANS
DESCRIPTION: Geosyntec t> consultants
SIGNATURES SHEET 19321 US HWY 19 N
BUILDING C SUITE 200
CLEARWATER, FL 33764
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY
ON THE DA TE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
AECOM TECHNICAL SERVICES, INC
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FL 33607.
KEITH Q. GIANG, P.E. 49510
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR
THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
INDEX OF PLANS
SHEET NO. SHEET TITLE
STORMWATER STARKEY FACILITY M 10 MODIFICATION (REBID)
26 GEOTECHNICAL DETAILS
APPROVED BY: DATE:
FEBRUARY 2024
PROJECT NO.
003900A
MARK W. ELLARD, P.E. DATE SHEET:
FLA. UC. NO 48073 2 OF 41
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
Feet 120600 30
80400 20
N
' 2
E A
S T
W E
S T
C L
O F
C
E P
A
EPA
S W
L K
T
W
IN
W
H O
G W
IR
E
'X
T A
L L
P V
C
M O
N
IT
O R
IN
G
W
L L
P O
S S
IB
L E
T R
E
B R
A Z
IL
IA
N
P P
E R
S
T R
E
B R
A Z
IL
P P
E R
S
B R
A Z
IL
P P
E R
S
T R
E
B R
A Z
IL
P P
E R
S
6' CHAINLINK
C H
A
IN
L
IN
K
C H
A
IN
L
IN
K
P E
P P
E R
S
B R
A Z
IL
IA
N
P E
P P
E R
S
B R
A Z
IL
IA
N
T R
E
B R
A Z
IL
P P
E R
S
T R
E
B R
A Z
IL
P P
E R
S
T R
E
B R
A Z
IL
P P
E R
S
U P
U
T H
R
O U
N D
W
IR
P E
P P
E R
S
B R
IZ
IL
IA
N
FL FL FL
F L
F L
T B
T B
T B
T B
TBTBTB
A M
W A
T
.7
V
C
M O
N
IT
O R
W
L L
P O
S S
IB
L E
S
P
G
D R
A
IN
A
S E
M E
N T
W E
T L
A
D
B
U N
D A
R Y
W E
T L
A
U N
D A
R Y
TALL PINES DRIVE
O A
K
O A
K T
R
U S
T E
R
O A
K
E E
E E
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K 9
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
E E
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O
K
O A
K
O A
K
O A
K
O A
K
O A
K
O
O A
K
P
A L
M
E E
O A
K
E E
O A
K
O A
K
O
O A
K
O A
K
O A
K
O A
K
O
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
E E
E E
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
E E
P
A L
M
E E
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
E E
O A
K
O A
K
O A
K
O A
K
O
P
A L
M
E E
O A
K
E E
E E
O A
K
O A
K
E E
P
A L
M
O A
K
O A
K
O A
K
O A
K
O A
K
E E
E E
O A
K
O A
K
E E
O A
K
O A
K
O A
K
E E
O A
K
O A
K
O A
K
O A
K
E E
P
IN
E
O A
K
O A
K
O A
K
O
O A
K
O A
K
O A
K
O A
K
E E
O A
K
E E
E E
P
A L
M
O A
K
O A
K
O A
K
E E
O A
K P
IN
E
O A
K
P
IN
E
E E
O A
K
E E
O A
K
E E
E E
E E
E E
N K
E E
E E
E E
E E
O A
K
O A
K
O A
K
O A
K
O A
K
E E
O A
K
O A
K
O A
K
O A
K
E E
O A
K " 4
O A
K
O A
K
P
A L
M
O A
K
O A
K
O A
K
O A
K
P
A L
M
O A
K P
U
U S
T E
R
E E
O A
K
O A
K
O A
K
O A
K
P
A L
M
O A
K
E E
P
A L
M
E E
E E
O A
K
O A
K
O A
K
E E
O A
K
P
A L
M
T H
O
O A
K
O A
K
P
A L
M
O A
K
O A
K
O
O A
K
O A
K
P
A L
M
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
E E
P
A L
M
P U
U S
T E
R
O A
K
O A
K
E E
O A
K
E E
O A
K
E E
E E
E E
E E
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
O A
K
E E
E E
E E
E E
P
A L
M
E E
O A
K
E E
E E
E E
E E
E E
O A
K
E E
E E
O A
K
O A
K
E E
P
A L
M
O A
K
E E
E E
O A
K
O A
K
P
A L
M
O A
K
E E
O A
K
E E
T W
IN
E E
O A
K
E E
E E
E E
O A
K
E E
E E
E E
O A
K
E E
E E
E E
N K
E E
O A
K
O A
K
T R
U S
T E
R
E E
E E
E E
O A
K
O A
K
O A
K P
A L
M
O A
K
O A
K
E E
P
A L
M
E E
E E
E E
P
A L
M
E E
O A
K
O A
K
P
A L
M
E E
E E
O A
K
E E
E E
E E
P
A L
M
O A
K
P
A L
M
P
A L
M
O A
K P
A L
M
P
IN
E
E E
O A
K
O A
K
O A
K
P
A L
M
P
A L
M
E E
E E
E E
O A
K
E E
E E
E E
O A
K
E E
P
A L
M
E E
E E
E E
E E
E E
T R
U S
T E
R
E E
E E
E E
E E
O A
K
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
P
A L
M
P
IN
E
E E
E E 6
E E
E E
E E
E E
E E
E E
E E
T R
U S
T E
R
P
IN
E
O A
K
E E
E E
O A
K
E E
E E
P U
U S
T E
R
E E
P U
U S
T E
R
E E
E E
E E
E E
E E
E E
E E
P
A L
M
E E
O A
K
O A
K
O A
K
P6C-5
P6C-4
P6C-1 P6C-3
P6C-2
.9
.1
.2
.8
N
60'R
60'R
'R
1:
1:
1:4
.5
.5
.0
11.01.
.5
.0
.0
25'
14' 44'
STAGE
ELEV. AREA
15.5T.O.B.
B.O.B.
(ACRE)
16.5
2.23
1.0
SUMP
LITTORAL
BOTTOM
POND 6C DATA
0.36
POND 6C
R/W
S-619C
S-619D
11.0
11.0
1:4
40'
1.09
3.10
0.74
A
A
BB
SUMP
TOTAL
10.68 AC
1.90 AC
2.45 AC
5.81 AC
1.20 AC
9.39 AC
BASIN 6 AREAS
R/W DCIA
OFF R/W DCIA
V A
R
IE
S
VARIES
'R
1.
V A
R
IE
S
TYP
5'R
(FT NAVD)
A
V E
1:2
1:4
VARIES 1:4
1:
V A
R
IE
S
R
50'R
'R
50'R
'R
'R
'R
50'R
'R
12.0
15.5
R/W PERVIOUS
R/W WATER
OFF R/W NON DCIA
OFF R/W PERVIOUS
OFF R/W WATER 0.00 AC
31.43 AC
25'
Feet
0 10
REV. BY
DESIGNED
CHECKED
DRAWN
PROJECT: DESCRIPTION: APPROVED BY:
DATE
PROJECT NO.
DATE:
SHEET:
REV. NO.DATE DESCRIPTION
2/12/2024humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\DRDTRD06_POND6C_PLAN.DGN9:25:52 AM
FLA. LIC. NO 57512
M.Kuntz
H.Molinello
M.Kuntz
SERVICES, INC.
AECOM TECHNICAL
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462
OF
003900A
LEGEND:
S-619C2
S-619D
S-619C2
FL. EL. 3.20
STANDARD PLANS 430-021
1:4 SLOPE
SINGLE 43"x68" PIPE
CONST. MES
STA. 39+01.79, 273.62 LT
FL. EL. 3.00
STANDARD PLANS 430-021
1:2 SLOPE
SINGLE 43"x68" PIPE
CONST. MES
STA. 38+26.38, 508.10' LT
STA. 40+18.90; 45.20'LT
B .O .B
1:4 43" x68 " E
RCP
CONST.
LF
OF
43" x68
" E
RCP
CONST.
LF
OF
L
= STA. 15+18.40; 520.86'RT BL CRL1
STA. 40+00.00; 0.00'LT BL 126TH AVE
= SEDIMENT BARRIER
M A
T
A R
K
Y
P
O
A D
IN
G
P
L A
N
STARKEY M10 POND
E A S
E M
E N
T D
R A
IN
A
A N
N E
L
1.0
.0
.0
.0
BE REMOVED
FENCE TO
INDEX 550-002
TYPE B PER FDOT
LINK FENCE
CONST. 6' CHAIN
INDEX 550-002
TYPE B PER FDOT
LINK FENCE
CONST. 6' CHAIN
STA. 40+17.60; 537.03'LT
END OF FENCE
SEE DETAIL SHEET
OVERFLOW SPILLWAY
CONST. EMERGENCY
LINK FENCE
CONST. 6' CHAIN
E A S
E M
E N
T D
R A
IN
A G E
C H
A N
N E
L
EL. 15.5
EL. 15.5
INDEX 550-002
TYPE B PER FDOT
LINK FENCE
CONST. 6' CHAIN
BE REMOVED
FENCE TO
= STA. 12+26.27; 426.33'RT BL CRL1
STA. 37+00.00; 0.00'LT BL 126TH AVE
STA. 36+79.18; 45.30'LT
STA. 36+79.63; 46.30'LT
FENCE CORNER
SHELF
LITTORAL
404.42'LT
STA. 36+74.96;
BEGIN OF FENCE
522-003
INDEX
PER FDOT
DRIVEWAY
CONCRETE
CONST.
STONE, 1' DEEP
WITH BEDDING
37' X 20' X 1.5'
(DITCH LINING)
RUBBLE RIPRAP
S-619C
FL. EL. 3.10
425-010 AND 425-052
STANDARD PLANS 425-001,
SINGLE 43"x68" PIPE
DBI TYPE H MODIFIED
STA. 39+11.22, 407.66' LT
POND 6C SHEET)
(SEE POND BORINGS
= POND BORING
= FENCE
1:
THE COST OF THE PIPE
TO BE INCLUDED IN
DURING CONSTRUCTION -
TEMP. PIPE PLUG
SEE DETAIL SHEET
SLURRY WALL
CONST. 2'-WIDE
STA. 36+74.46; 404.42'LT
PER FDOT INDEX 522-003
CONST. CONCRETE DRIVEWAY
FDOT INDEX 550-003
GATE (20' LONG)
CONST. 6' CHAIN LINK SLIDE
STA. 36+90.08; 401.48'LT
R 2 5'
STA. 40+18.39; 46.20'LT
FENCE CORNER
R
FDOT INDEX 550-003
SLIDE GATE (24' LONG)
CONST. 6' CHAIN-LINK
17'
IN THIS AREA
NO GRADING ALLOWED
IN THIS AREA
ALLOWED
NO GRADING
EXIST. R/W
THIS AREA
ALLOWED IN
NO GRADING
28 29
515.50'LT
STA. 40+12.20;
BEGIN OF FENCE
485.50'LT
STA. 40+12.60;
END OF FENCE
485.97'LT
STA. 40+13.09;
BARRIER
END SEDIMENT
500.57'LT
39+87.92;
STA.
TYPE B PER FDOT INDEX 550-002
CONST. 6' CHAIN LINK FENCE
AND GRUBBING)
#110-0100, CLEARING
FOR UNDER PAY ITEM
ABANDONED AND PAID
BE PROPERLY
(EXISTING WELL SHALL
WELL
CLEARING AND GRUBBING)
FOR UNDER PAY ITEM #110-0100,
PROPERLY ABANDONED AND PAID
(EXISTING WELL SHALL BE
WELL
SEDIMENT CONTROL PLAN
GRADING, EROSION AND
POND 6C
281.42'LT
37+35.25;
STA.
281.23'LT
39+45.50;
STA.
DURING EXCAVATION OF THIS POND.
7. CONTRACTOR TO PROVIDE DE-WATERING WITH TREATMENT
#110-0100, CLEARING AND GRUBBING.
6. FENCE REMOVAL WORK SHALL BE PAID FOR UNDER PAY ITEM
THE SURVEY.
5. LABELS INDICATING JUST "TREE" WERE NOT PROVIDED IN
AFTER POND SITE IS STABILIZED WITH SOD.
OTHER EROSION CONTROL MEASURES ARE TO BE REMOVED
4. SEDIMENT BARRIER, SOIL TRACKING PREVENTION DEVICE AND
3. B.O.B. = BACK OF BERM
126TH AVE.
2. ALL STATIONS AND OFFSETS ARE FROM BL
1. ALL ELEVATIONS ARE NAVD '88 DATUM.
NOTES:
MAINTENANCE ROAD
25'
ROAD
MAINTENANCE
PAVEMENT (NON-REINF)
4" CONCRETE DITCH
MARK J. KUNTZ, P.E.
M10 MODIFICATION (REBID)
STORMWATER STARKEY FACILITY
FEBRUARY 2024
M
IN
STA. OFFSET
POINT
CTRL.
POND 6C CONTROL POINTS
37+34.52 354.08' LT } 126TH AVE.
39+53.46
39+57.65
37+37.84
426.99' LT } 126TH AVE.
106.24' LT } 126TH AVE.
106.42' LT } 126TH AVE.
36+76.10
38+56.12
40+15.02
46.24' LT } 126TH AVE.
229.98' LT } 126TH AVE.
308.77' LT } 126TH AVE.
8 37+79.61 29.91' LT } 126TH AVE.
9 38+23.61 29.91' LT } 126TH AVE.
10 40+18.58 476.06' LT } 126TH AVE.
11 40+17.74 526.05' LT } 126TH AVE.
12 37+82.54 387.98' LT } 126TH AVE.
13 38+29.98 403.76' LT } 126TH AVE.
14 38+03.30 483.97' LT } 126TH AVE.
15 37+55.79 468.39' LT } 126TH AVE.
16 40+26.20 470.80' LT } 126TH AVE.
17 39+61.00 511.57' LT } 126TH AVE.
36+91.42 265.14' LT } 126TH AVE. 18
36+83.89 316.53' LT } 126TH AVE. 19
38+23.98 63.61' LT } 126TH AVE. 20
38+32.60 69.65' LT } 126TH AVE. 21
38+83.91 66.39' LT } 126TH AVE. 22
39+11.06 55.22' LT } 126TH AVE. 23
39+40.30 375.89' LT } 126TH AVE. 24
39+42.59 237.87' LT } 126TH AVE. 25
39+27.88 118.79' LT } 126TH AVE. 26
37+86.92 119.93' LT } 126TH AVE. 27
37+50.07 159.88' LT } 126TH AVE. 28
37+50.18 297.30' LT } 126TH AVE. 29
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1
CRL1R30.00'
D
Feet 20100 5
Feet 40200 10
BOTTOM EL 1.0
44' 44'
R
W
1:4 1:
14'
SECTION A-A
N.T.S.
15.5
LBR 40 TYPICAL
BOTTOM EL 1.0
1:25
1:
1:4
14' 14'
SECTION B-B
N.T.S.
EL 16.5
LBR 40
TYPICAL
SUMP
SOD
SOD
1:4
SOD
4' 4'
CLEARING & GRUBBING
CLEARING & GRUBBING
SHELF
LITTORAL
VARIES
D R
A
IN
A
S E
M E
N T
10'
14'
15.5
LBR 40 TYPICAL
SOD
VARIES VARIES
GRADE AT R/W
MATCH EXIST.
GRADE AT R/W
MATCH EXIST.
GRADE AT R/W
MATCH EXIST.
REV. BY
DESIGNED
CHECKED
DRAWN
PROJECT: DESCRIPTION: APPROVED BY:
DATE
PROJECT NO.
DATE:
SHEET:
REV. NO.DATE DESCRIPTION
2/12/2024humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\DRDTRD07_POND6C_TYPSEC.DGN9:29:29 AM
FLA. LIC. NO 57512
M.Kuntz
H.Molinello
M.Kuntz
SERVICES, INC.
AECOM TECHNICAL
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462
003900A
39OF
POND 6C
TYPICAL SECTIONS
ROAD
25' MIN.
M10 POND
STARKEY
9" STABILIZATION
9" STABILIZATION
EL 16.0
EL 9.0
EL 1.0
9" STABILIZATION
1:2
1:3
T
O
1:4
V A R
IE
S
15'
1:4
EL 10.0
1:30 MAX
VARIES
FILTER FABRIC
TYPE R-1
EL. 11.0
MATERIAL
CAPPING
9" STABILIZATION
LBR 40
TYPICAL
DHW EL = 15.5 (25YR, 24HR STORM EVENT)
DHW EL = 15.5 (25YR, 24HR STORM EVENT)
M A
T C
H L
IN
E
STARKEY M10
EL 8.0
SLURRY WALL
2' WIDE
SPECIAL PROVISIONS)
(SEE TECHNICAL
SOIL-BENTONITE
SLURRY WALL
R
W
R
W
EL 15.5 EL 15.5
ROAD
25'VARIESVARIES
ROAD
25' MIN.
ROAD
25' MIN.
VARIES
MARK J. KUNTZ, P.E.
M10 MODIFICATION (REBID)
STORMWATER STARKEY FACILITY
FEBRUARY 2024
REV. BY
DESIGNED
CHECKED
DRAWN
PROJECT: DESCRIPTION: APPROVED BY:
DATE
PROJECT NO.
DATE:
SHEET:
OFREV. NO.DATE DESCRIPTION
2/12/2024humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\pdxsrd01.dgn9:35:00 AM
FLA. LIC. NO 57512
M.Kuntz
M.Kuntz
SERVICES, INC.
AECOM TECHNICAL
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462
003900A
L.Dean
00 404080120160200240280320360400440 00 404080120160200240280320360400440
£ 126 AVE.
1" = 10' Vertical
1" = 40' Horizontal
£ 126 AVE.
37+86.50
38+61.02
39+35.41
POND 6C
CROSS SECTIONS (1)
FOR USE IN DEVELOPMENT OF COST ESTIMATIONS.
*EARTHWORK VALUES PROVIDED ARE ESTIMATES NOT INTENDED
EMBANKMENT: 129 CY
EXCAVATION: 32,533 CY
POND 6C EARTHWORK*:
EL. 1.0
EL. 15.5
EL. 11.0
EL. 11.0
EL. 16.5
39OF14
EL. 11.0
EL. 1.0EL. 1.0
EL. 16.5
EL. 16.5
EL. 15.5
EL. 16.0
EL. 1.0
EL. 11.0
EL. 15.5
EL. 15.5 EL. 15.5
480520
EL. 1.0
EL. 9.0
EL. 10.0
EARTHWORK
BEGIN
36+78.58
EARTHWORK
END
40+18.43
EL. 15.5
SLURRY WALL
2' WIDE
EL. 1.0
EL. 10.0
EL. 9.0
EL. 16.0
SLURRY WALL
2' WIDE
EL. 1.0EL. 1.0
EL. 11.0EL. 11.0
SLURRY WALL
2' WIDE
MARK J. KUNTZ, P.E.
M10 MODIFICATION (REBID)
STORMWATER STARKEY FACILITY
FEBRUARY 2024
E X I S
T
R
W
:14
:1
:1
P O
N D
S
E C
T I O
N S
S E
E
S
T A
R K
T C
H
L I
LITTORAL SHELF EL. 11.0
MAINT. BERM
25:1
SUMP EL. 1.0
84:1
:1
15:
:1
:1
E X I S
T
R
W
:1
:1
:1
P O
N D
S
E C
T I O
N S
S E
E
S
T A
R K
T C
H
L I
MAINT. BERM
25:1
LITTORAL SHELF EL. 11.0
SUMP EL. 1.0
20:134:1
:1
:1
:1
E X I S
T
R
W
:1
:1
:1
23:1
MAINT. BERM
25:1
LITTORAL SHELF EL. 11.0
SUMP EL. 1.0
P O
N D
S
E C
T I O
N S
S T
A R
K
T C
H
L I
:1
1:120
20100 5
C
D
B
C
DETAIL
PZ-22 SHEET PILE
SCALE: 1" = 1'
B
DETAIL
SHEET PILE CAP
SCALE: NTS
A
DETAIL
SKIMMER AND CONCRETE PAD
SCALE: NTS
D
DETAIL
RIP RAP PLACEMENT
SCALE: NTS
N.T.S.
N.T.S.
SECTION B-B
WEIR SLOT
34"
GRATE EL. 15.5
WEIR EL. 12.7
4"
5'-0" 5'-0"
PLAN VIEW
N.T.S.
GROUT
SECTION A-A
43" x 68" OUTFALL PIPE
4'-0"
FL 3.1
5'-0" 5'-0"
WEIR SLOT
WEIR SLOT
INLET GRATE
NOT SHOWN FOR
CLARITY
POINT
CONTROL
X
AA
B
4'-0"
B
8'-9"
GROUT
FL 3.1
5'-6" 5'-6"
REV. NO.DATE DESCRIPTION REV. BY
DESIGNED
CHECKED
DRAWN
M.Kuntz
M.Kuntz
L.Dean
SHEET:
OF 39
003900A
PROJECT NO.
DATE:
DATE
FLA. LIC. NO 57512
APPROVED BY:
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462
SERVICES, INC.
AECOM TECHNICAL
c:\pwworking\aecom_ds21_na_2020\d0144766\DRDTRD08_POND6C_DETAILS.DGN9:37:10 AM2/12/2024humberto.molinello
CONTROL STRUCTURE DETAILS
POND 6C
DESCRIPTION:PROJECT:
4" CONCRETE DITCH PAVEMENT (NON-REINF)
(T Y
(NON-REINF)
DITCH PAVEMENT
4" CONCRETE
4" CONCRETE DITCH PAVEMENT (NON-REINF)
4" PVC PIPE
FOR FUTURE
CONST. HOLE
4" PVC PIPE
FOR FUTURE
CONST. HOLE
4" PVC PIPE
FOR FUTURE
CONST. HOLE
GRATE EL. 15.5
WEIR EL. 12.7USE
FOR FUTURE
34"
USE
FOR FUTURE
34"
EL. 12.0
EL. 11.0
EL. 12.0
(NON-REINF)
DITCH PAVEMENT
4" CONCRETE
(NON-REINF)
DITCH PAVEMENT
4" CONCRETE
OUTFALL PIPE
43" x 68"
UNIT PRICE FOR INLET TYPE H MODIFIED.
DITCH PAVEMENT, TO BE INCLUDED IN THE CONTRACT
2. COST OF INLET, CONCRETE BACKFILL,
STANDARD PLANS FY 2018-19.
INLET (4 GRATE) SEE INDEX 425-052 OF
1. FOR ADDITIONAL DETAILS OF H
NOTES:
PIPE
OUTFALL
43" x 68"
DETAILS FOR S-619C
MARK J. KUNTZ, P.E.
FEBRUARY 2024
M10 MODIFICATION (REBID)
REV. NO.DATE DESCRIPTION REV. BY
CHECKED
DRAWN
M.Kuntz
M.Kuntz
SHEET:
OF 39
003900A
PROJECT NO.
DATE:
DATE
FLA. LIC. NO 57512
APPROVED BY:
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462
SERVICES, INC.
AECOM TECHNICAL
c:\pwworking\aecom_ds21_na_2020\d0144766\DRDTRD08_POND6C_DETAILS.DGN9:37:29 AM2/12/2024humberto.molinello
DESCRIPTION:PROJECT:
BB
PLAN VIEW
N.T.S.
H.Molinello
POND 6C
M10 POND
STARKEY
VARIES25'-0"18'-0"
EL. 15.5
EL. 15.5
E L
.5
E L
.0
E L
.5
E L
.5
E L
.5
E L
.0
1:4
1:4
FLAT
M A
IN
T E
N A
N
R M
SPILLWAY PAVEMENT (REINF)
6" CONCRETE
N.T.S.
SECTION A-A
15'-0"20'-0"15'-0"
1:15
EL. 16.5
EL. 15.5
EL. 16.5
MAINTENANCE BERM
N.T.S.
SECTION B-B
SPILLWAY PAVEMENT (REINF)
6" CONCRETE
EL. 15.5POND 6C M10 POND
STARKEY
VARIES25'-0"18'-0"
MAINTENANCE BERM
EL. 10.0
EL. 11.0
VARIES
(EMERGENCY OVERFLOW)
CONCRETE SPILLWAY
N.T.S.
POND 6C
M10 POND
STARKEY
EL. 11.0
EL. 15.5
EL. 16.5
EL. 10.0
EL. 8.0
1:
2'-0"
VARIES25'-0"18'-0"
V A R
IE
S
MAINTENANCE BERM
EL. 15.5
E L
.5
E L
.0
E L
.5
E L
.0
A
A
FILTER FABRIC
TYPE R-1
CAPPING MATERIAL
EL. 13.5
1:15
1:4
DRAINAGE DETAILS
POND 6C
FOOT OF VERTICAL FACE OF THE WALL.
6. PAYMENT SHALL BE MADE PER S.F., AND BE BASED UPON SQUARE
FOR LABORATORY PERMEABILITY TESTING.
FOR EACH 300-FEET OF INSTALLED SLURRY WALL SHALL BE OBTAINED
5. A MINIMUM OF ONE SAMPLE OF BACKFILL PER DAY OR ONE SAMPLE
MATERIAL.
4. SOIL EXCAVATION FROM THE TRENCH MAY BE USED AS BACKFILL
CRITERION OF LESS THAN 1 x10°-6 CM/SEC.
AS MUCH BENTONITE AS NECESSARY TO MEET THE PERMEABILITY
BENTONITE CONTENT OF 3.0 PERCENT BY DRY WEIGHT OF SOIL AND
3. THE SOIL-BENTONITE BACKFILL MIXTURE SHALL HAVE A MINIMUM
(ASTM D-423 AND D-424).
SUBMIT THE BIO-MINERALOGIC INFORMATION AND ATTERBERG LIMITS
SODIUM MONTMORILLONITE BASE PRODUCT. THE CONTRACTOR SHALL
2. THE BENTONITE USED SHALL BE A PREMIUM GRADE HIGH-SWELLING,
AS IDENTIFIED ON SHEET 8 OF 37.
1. SLURRY WALL SHALL BE CONSTRUCTED AT POND LOCATION.
NOTES:
SLURRY WALL SECTION
24" DEEP TOE
24" DEEP TOE
24" DEEP TOE
24" DEEP TOE
(SEE TECHNICAL SPECIAL PROVISIONS)
SOIL-BENTONITE
SLURRY WALL
2' WIDE SLURRY WALL
STANDARD PLANS FY 2018-19.
WITH FDOT STANDARD PLANS INDEX NO. 522-001 OF
1. USE EXPANSION AND CONTRACTION JOINTS IN ACCORDANCE
NOTES:
MARK J. KUNTZ, P.E.
FEBRUARY 2024
M10 MODIFICATION (REBID)
CHECKED
DRAWN
PROJECT: DESCRIPTION: APPROVED BY:
DATE
PROJECT NO.
DATE:
SHEET:
OFREV. NO.DATE DESCRIPTION
2/12/2024humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\drxsrd01.dgn9:41:50 AM
FLA. LIC. NO 57512
M.Kuntz
H.Molinello
M.Kuntz
SERVICES, INC.
AECOM TECHNICAL
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462
003900A
POND 6C
DRAINAGE STRUCTURES
MARK J. KUNTZ, P.E.
E X I S
T
R
W
M10 MODIFICATION (REBID)
STORMWATER STARKEY FACILITY
FEBRUARY 2024
480520560600 240 200 160 120 80 40 0
£ 126 AVE.
£ 126 AVE.
1" = 40' Horizontal
1" = 10' Vertical
38+61.02
280320360400440
CONST. 43" X 68" ERCP
CONST. 43" X 68" ERCP
STARKEY M10 POND
EL. 1.0
EL. 9.0
EL. 1.0
1' DEEP
WITH BEDDING STONE,
INDEX NO. 524-001
(DITCH LINING) 1.5' DEEP
RUBBLE RIP-RAP
EL. 11.0EL. 11.0
EL. 15.5
EL. 16.5EL. 16.0
EL. 15.5
SLURRY WALL
2' WIDE
S-619D S-619C
S-619C
S-619C2 STA. 39+11.22
STA. 39+01.79
STA. 38+26.38
S-619C2
S-619D
FL. EL. 3.00
INDEX No. 430-021
1:2 SLOPE
SINGLE 43"x68" PIPE
CONST. MES
STA. 38+26.38, 508.10' LT
FL. EL. 3.20
INDEX No. 430-021
1:4 SLOPE
SINGLE 43"x68" PIPE
CONST. MES
STA. 39+01.79, 273.62 LT
DETAIL- FOR FUTURE USE.
SEE POND 6C CONTROL STRUCTURE
:1
:1
:1
:1
25:1 26:1
:1
:1
:1
20:1
FL. EL. 3.10
425-010 AND 425-052
INDEX No. 425-001, SINGLE 43"x68" PIPE
DBI TYPE H MODIFIED
STA. 39+11.22, 407.66' LT
40200 10
NOTES:
1. NO TRUCKS OR HEAVY EQUIPMENT ALLOWED WITHIN BARRIERS, ONLY HAND LABOR ALLOWED.
2. NO CONSTRUCTION MATERIALS, SOIL DEPOSITS, OR SOLVENTS SHALL BE ALLOWED WITHIN BARRIERS.
3. BARRIERS ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN TREE AREA.
4. BARRIERS ARE TO STAY IN PLACE UNTIL ALL PAVING, CONSTRUCTION, AND HEAVY EQUIPMENT IS REMOVED FROM THE AREA.
LARGE TREES AND BUSHESPALMS AND SMALL TREES
1. A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT LOCATIONS DESIGNATED BY THE ENGINEER FOR POINTS OF EGRESS FROM UNSTABILIZED AREAS OF THE PROJECT TO PUBLIC ROADS WHERE OFF SITE TRACKING OF MUD COULD OCCUR. TRAFFIC FROM UNSTABILIZED AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED THROUGH STPD BARRIERS. FLAGGING, OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STPD.
2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE OFF SITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST
BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ITS USE.
3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS (INCLUDING THE STPD AGGREGATE AND CONSTRUCTION MUD)
SHALL BE REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE ENGINEER.
4. AGGREGATES SHALL BE DESCRIBED IN SECTION 901 EXCLUDING 901-2.3. AGGREGATES SHALL BE FDOT SIZE #1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING EXCESSIVE SMALL AGGREGATE WILL TRACK OFF THE PROJECT AND
ARE NOT SUITABLE.
5. THE SEDIMENT PIT SHOULD PROVIDE A RETENTION VOLUME OF 3600 CUBIC FEET/ACRE OF SURFACE AREA DRAINING TO THE PIT. WHEN THE STPD IS ISOLATED FROM OTHER DRAINAGE AREAS, THE FOLLOWING PIT VOLUMES WILL SATISFY THIS REQUIREMENT:
15'X50'=100 FT³
30'X50'=200 FT³
AS AN OPTION TO THE SEDIMENT PIT, THE WIDTH OF THE SWALE BOTTOM CAN BE INCREASED TO OBTAIN THE VOLUME.
WHEN THE SEDIMENT PIT OR SWALE VOLUME HAS BEEN REDUCED TO ONE HALF, IT SHALL BE CLEANED. WHEN A SWALE IS USED, SYNTHETIC BALES OR SILT FENCE SHALL BE PLACED ALONG THE ENTIRE LENGTH.
6. THE SWALE DITCH DRAINING THE STPD SHALL HAVE A 0.2% MINIMUM AND A 1.0% MAXIMUM GRADE ALONG THE STPD
AND TO THE SEDIMENT PIT.
7. MITERED END SECTIONS ARE NOT REQUIRED WHEN THE SIDE DRAIN PIPE SATISFIES THE CLEAR ZONE REQUIREMENTS.
8. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO PREVENT OFFSET TRACKING, THE STPD SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED MUD DOWNWARD THROUGH THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE LEADING TO THE STPD MAY BE REQUIRED
TO LIMIT MUD TRACKED.
9. A STPD SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR SOIL TRACKING PREVENTION DEVICE, EA. THE UNIT PRICE SHALL CONSTITUTE FULL COMPENSATION FOR CONSTRUCTION, MAINTENANCE, REPLACEMENT OF MATERIALS, REMOVAL, AND RESTORATION OF THE AREA UTILIZED FOR THE STPD: INCLUDING BUT NOT LIMITED TO EXCAVATION, GRADING, TEMPORARY PIPE (INCLUDING M.E.S. WHEN REQUIRED), FILTER FABRIC, AGGREGATE, PAVED TURNOUT
(INCLUDING ASPHALT AND BASE CONSTRUCTION), DITCH STABILIZATION, APPROACH ROUTE STABILIZATION, SEDIMENT REMOVAL AND DISPOSAL, WATER, RINSING AND CLEANING OF THE STPD AND CLEANING OF PUBLIC ROADS, GRASSING AND SOD. SYNTHETIC BALES SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR HAY OR STRAW BALED, EA. SILT FENCE SHALL BE PAID FOR UNDER THE
CONTRACT UNIT PRICE FOR STAKED SILT FENCE, L.F.
10. THE NOMINAL SIZE OF A STANDARD STPD IS 15'X50' UNLESS OTHERWISE SHOWN IN THE PLANS. IF THE VOLUME OF ENTERING AND EXITING VEHICLES WARRANT, A 30' WIDTH STPD MAY BE USED IF APPROVED BY THE ENGINEER. WHEN A DOUBLE WIDTH (30')
STPD IS USED, THE PAY QUANTITY SHALL BE 2 FOR EACH LOCATION.
PALM TREES DECIDUOUS TREES CONIFEROUS TREES
TRANSITION DETAIL
SECTION A-A RURAL CONNECTION
DETAIL
SECTION B-B
CONTRACTOR'S RESPONSIBILITY
EROSION AND SEDIMENTATION CONTROLS ARE PERFORMANCE
BASED CRITERIA. IF THE BMPS PROVIDED DO NOT PREVENT SOILS
FROM LEAVING A CONSTRUCTION SITE, THEN THE CONTRACTOR IS
REQUIRED TO EMPLOY ADDITIONAL PROCEDURES TO PROVIDE CLEAN
RUNOFF FROM A SITE.
ATTACHING TWO SILT FENCES
10" (MIN.)
DISTURBED AREA
PROTECTED AREA
10 L.F. PER END PLACED AT A 30° ANGLE
TO PREVENT END-AROUND FLOW
WOODEN STAKES
WOODEN STAKES
(4' O.C. FOR TYPE S,
6' O.C. FOR TYPE NS)
DISTURBED AREA
PROTECTED AREA
1:1 MAX. SLOPE
COMPOST FILTER SOCK
(SEE PLAN FOR HEIGHT)
SECTION
NTS
PLAN
NTS
NOTES:
1. FIBROUS FILLER MATERIAL IN FRONT OF BLOCK PREVENTS
GRAVEL FROM WASHING INTO STRUCTURE.
2. 2"X4" BEHIND BLOCK AND ACROSS THROAT HELPS KEEP
BLOCK IN PLACE. PLACE IN OUTER HOLE OF SPACER
BLOCK.
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A
RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND
FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO
INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS STREET OR HIGHWAY MEDIANS.
CHECKED
DRAWN
DESCRIPTION: APPROVED BY:
DATE
PROJECT NO.
DATE:
SHEET:
REV. NO.DATE DESCRIPTION
2/12/2024humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144711\STARKEYM10-POND6CBORING-SHEET.dgn9:56:47 AM
FLA. LIC. NO 49510
K.Giang
H.Molinello
M.Kuntz
SERVICES, INC.
AECOM TECHNICAL
7650 WEST COURTNEY CAMPBELL CAUSEWAY
TAMPA, FLORIDA 33607-1462 KEITH Q. GIANG, P.E.
003900A
OF 39REV. NO.DATE DESCRIPTION
POND 6C
POND BORINGS
DESCRIPTION:
PROJECT: FEBRUARY 2024
M10 MODIFICATION (REBID)
C\J D C\J
.Q
OJ
LL
0) ;o "?l ...J f w D I
D D O' M l/1
OJ
OJ
l/1 C d 0..
C _Q) l/1
OJ
D D u l/1 C l/1
OJ
C>C
::s 7 � D - >w� C>C f Vl l/1 d E .Q ::s Vl
C ::s u l/1 d
OJ
C ii::
f--
LL
C>C f w C>C
LL
Vl
D - >w� C>C f Vl "?l C d L □ L 0.
0.
::s Vl
OJ
u
4- 4-
OJ
L.:J
REV. NO.
M10 CANAL WEIR LOCATION GEOTECHNICAL DATA
(GEOTECHNICAL ENGINEERING SERVICES REPORT, PROFESSIONAL SERVICE INDUSTRIES, INC., JANUARY 30, 2019)
DATE DESCRIPTION
8" PVC ii ."' -------- ----- 8" Pvc126TH AVENUE ! NORTH_--..c:....---1
__ [_________________ 8" PVC WM RIGHT OF WAY WIDTH VARIES
--1\ 7--- - - , 1---
,1/-+-,f-r-+-t�---,+-' ---r-----0.R. 14412, PAGE 230 ------------�, M10 CANAL WEIR LOCATION BORING LOCATIONS
1" = 20'
8-1 GS-1
ELEV. 15.3' ELEV. 8.4'
GS-2
ELEV. 9.8'
"iii" 15
ID
z
LJJ
6 .. .
7 .. .... �
14 .-.-.-
14 ·.-.-.
A
LA111\JDE: 27.887218 N
LONGll\JDE: 82. 764336 W
�(+1.0')
�(+1.5')
SOIL PROFILES
0 □:-:- Gray/brown fine SANO to slightly
• • • silty SANO (SP /SP-SM)
@ fill Oark brown silty SANO (SM)
Unified Soil Classification System SP (ASTM O 2487) group symbol as determined by visual review
� Groundwater level, January 2019
N
JOL
Measured blow count over 300mm from DCP results
0 - - 5•
VERTICAL SCALE
LEGEND
-200 Fines passing No. 200 sieve (") oc Organic Content (")
A With sh ell fragm ets
B With rock/asphalt fragments c With wood/roots
♦ Approximate DCP test location
• Approximate Hand Auger boring location
MED PROJECT: DESIGNED
STORMWATER STARKEY Pinellc1� MED FACILITY M1O MODIFICATION DRAWN
County CHECKED MWE (REBID) REV. BY
M10 POND GEOTECHNICAL DATA
(GEOTECHNICAL EVALUATION, GEOSYNTEC CONSULTANTS, INC., APRIL 17, 2020)
PRIVATE DRIVE
"'5PH,O,LT P,O,VEMENT
1413 12
M10 POND BORING LOCATIONS
ID
ID
z
LJJ
1" = 40'
P-1
ELEV.
16.12'
P-2
ELEV.
16.05
P-3
ELEV.
16.28'
0 � 0
®0
SOIL PROFILES
@ □ TAN TO DARK BROWN,
• CLAY
© Ill BROWN SAND
0 - - 5•
VERTICAL SCALE
LEGEND
SIL TY FINE SAND WITH TRACE AMOUNTS OF
@�SILTY SAND WITH SHELL FRAGMENTS AND TRACE AMOUNTS OF CLAY
� GROUND WATER LEVEL (OCTOBER 2019)
I I I I I
" l
DESCRIPTION: Geosyntec t> APPROVED BY:
GEOTECHNICAL DETAILS consultants
M1O CANAL 19321 US HWY 19 N
BUILDING C SUITE 200 MARK W. ELLARD, P.E.
CLEARWATER, FL 33764 FLA. UC. NO 48073
DATE:
FEBRUARY 2024
PROJECT NO.
003900A
DATE SHEET:
16.0
OVERFLOW EL. 12.25
CONTROL EL. 11.50
11.25
10.25
9.50
8.75 1.00
16.0
OVERFLOW EL. 12.25
CONTROL EL. 11.50
11.25
10.25
9.50
8.75
1.00 13.0
14.0
15.0
CALL 811
565 SOUTH HERCULES AVENUE, CLEARWATER, FL 33764
phone 727.822.4151
WWW.TRANSYSTEMS.COM 28
STORMWATER STARKEY
FACILITY M1O MODIFICATION
(REBID)
CALL 811
565 SOUTH HERCULES AVENUE, CLEARWATER, FL 33764
phone 727.822.4151
WWW.TRANSYSTEMS.COM
STORMWATER STARKEY
FACILITY M1O MODIFICATION
(REBID)
M10 NATIVE TREE PROTECTION TABLE
ID SHEET TREE SPECIES DBH (INCHES)
TREE PROTECTION
ZONE (FEET)
M10-64 33 OAK 9 5
M10-159 34 OAK 4 2
M10-165 34 PALM 10 3
M10-185 33 OAK 13 7
M10-186 34 OAK 4 2
M10 NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
M10-1 OAK 17 33
M10-2 PALM 18 33
M10-3 OAK 6 33
M10-4 OAK 9 33
M10-5 OAK 18 33
M10-6 OAK 9 33
M10-7 PINE 19 33
M10-8 OAK 7 33
M10-9 OAK 24 33
M10-10 OAK 30 33
M10-11 OAK 7 33
M10-12 PALM 15 33
M10-13 PALM 12 33
M10-14 OAK 10 33
M10-15 OAK 6 33
M10-16 PALM 12 33
M10-17 PALM 12 33
M10-18 OAK 7 33
M10-19 OAK 12 33
M10-20 OAK 13 33
M10-21 OAK 12 33
M10-22 OAK 11 33
M10-23 OAK 11 33
M10-24 OAK 13 33
M10-25 OAK 17 33
M10-26 OAK 15 33
M10-27 OAK 11 33
M10-28 OAK 10 33
M10-29 PALM 8 33
M10-30 PALM 15 33
M10-31 PALM 20 33
M10-32 PALM 10 33
M10-33 PALM 10 33
M10-34 OAK 14 33
M10-35 OAK 8 33
M10-36 CITRUS 10 33
M10-37 OAK 12 33
M10-38 OAK 22 33
M10-39 OAK 12 33
M10-40 PINE 21 33
M10-41 OAK 21 33
M10-42 OAK 8 33
M10-43 OAK 6 33
M10-44 OAK 10 33
M10-45 OAK 11 33
M10-46 OAK 18 33
M10-47 PINE 14 33
M10-48 OAK 18 33
M10-49 OAK 10 33
M10-50 OAK 18 33
M10-51 OAK 7 33
M10-52 OAK 12 33
M10-53 PALM 10 33
M10-54 PALM 12 33
M10-55 OAK 18 33
M10-56 PALM 12 33
M10-58 OAK 14 33
M10-59 OAK 11 33
M10-60 OAK 5 33
M10-61 OAK 7 33
M10-62 OAK 4 33
M10-63 TREE 9 33
M10-65 OAK 8 33
M10-66 OAK 10 33
M10-67 OAK 10 33
M10-68 PINE 17 33
M10-69 OAK 7 33
M10-70 OAK 5 33
M10-71 OAK 5 33
M10-72 OAK 12 33
M10-73 OAK 8 33
M10-74 OAK 5 33
M10-75 OAK 12 33
M10-76 OAK 13 33
M10-77 OAK 6 33
M10-78 OAK 4 33
M10-79 OAK 6 33
M10-80 OAK 7 33
M10-81 OAK 7 33
M10-82 OAK 6 33
M10-83 OAK 10 33
M10-84 OAK 10 33
M10-85 OAK 6 33
M10-86 OAK 11 33
M10-87 OAK 7 33
M10-88 OAK 8 33
M10-89 OAK 8 33
M10-90 TREE 6 33
M10-91 OAK 9 33
M10-92 OAK 10 33
M10-93 OAK 10 33
M10-94 OAK 13 33
M10-95 OAK 8 33
M10-96 OAK 4 33
M10-97 OAK 10 33
M10-98 OAK 18 33
M10-99 OAK 10 33
M10-100 OAK 6 33
M10-101 OAK 4 33
M10-102 OAK 5 33
M10-103 PALM 10 33
M10 NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
M10-104 OAK 5 33
M10-105 OAK 4 33
M10-106 TREE 4 33
M10-107 OAK 7 33
M10-108 PALM 12 33
M10-109 OAK 11 33
M10-110 OAK 10 33
M10-111 PALM 16 33
M10-112 PALM 12 33
M10-113 OAK 5 33
M10-114 OAK 13 33
M10-115 OAK 14 33
M10-116 OAK 8 33
M10-117 OAK 8 33
M10-118 OAK 15 33
M10-121 PALM 11 33
M10-122 OAK 20 33
M10-123 OAK 10 33
M10-124 OAK 7 33
M10-125 OAK 10 33
M10-126 OAK 86 33
M10-127 OAK 16 33
M10-128 OAK 10 33
M10-129 OAK 14 33
M10-130 OAK 9 33
M10-131 OAK 7 33
M10-133 OAK 7 33
M10-133 OAK 5 33
M10-134 OAK 9 33
M10-136 OAK 6 33
M10-137 PALM 12 33
M10-138 OAK 7 33
M10-139 OAK 5 33
M10-140 OAK 7 33
M10-141 PALM 12 33
M10-142 OAK 13 33
M10-143 OAK 11 33
M10-144 OAK 9 33
M10-145 OAK 5 33
M10-149 PALM 11 33
M10-150 OAK 20 33
M10-151 PALM 14 33
M10-152 PALM 11
M10-159 OAK 4
M10-160 PALM 14
M10-163 OAK 4
M10-164 OAK 6
M10-166 PALM 14
M10-167 OAK 4 33
M10-168 OAK 6 33
M10-169 OAK 9 33
M10-170 OAK 12 33
M10-171 OAK 8 33
M10 NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
M10-172 2-7 M10-173 8
M10-174 2-7 M10-175 5
M10-176 5
M10-177 5
M10-178 6
M10-179 9
M10-180 9
M10-181 9
M10-182 6
M10-183 10
M10-184 6
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
OAK
M10-57 CYPRESS 12 33
M10-119 OAK 8 33
M10-120 PALM 20 33
M10-135 OAK 5 33
M10-146 OAK 8 33
M10-147 OAK 14 33
M10-148 TREE 8 33
M10-157 OAK 4 34
M10-156 OAK 4 34
M10-155 OAK 4 34
M10-154 OAK 4 34
M10-153 OAK 4 34
M10-157 OAK 4 34
M10-187 5
M10-188 8
M10-189 4
OAK
PALM
OAK
NATIVE TREE PROTECTION TABLE
ID SHEET TREE SPECIES DBH (INCHES)
TREE PROTECTION
ZONE (FEET)
6C-272 34 OAK 34 17
6C-273 34 OAK 60 30
6C-275 34 OAK 24 12
6C-377 34 OAK 8 4
6C-378 34 OAK 8 4
6C-576 34 TREE 5 3
6C-577 35 TREE 5 3
Feet 1" = 20'
1" = 20'
6C NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
6C-201 OAK 8 34-35
6C-202 OAK 8 34-35
6C-203 OAK 5 34-35
6C-204 OAK 8 34-35
6C-205 OAK 5 34-35
6C-206 OAK 8 34-35
6C-207 OAK 4 34-35
6C-208 OAK 8 34-35
6C-209 OAK 3 34-35
6C-210 OAK 3 34-35
6C-211 OAK 8 34-35
6C-212 OAK 8 34-35
6C-213 PALM 16 34-35
6C-214 OAK 18 34-35
6C-215 OAK 14 34-35
6C-216 OAK 12 34-35
6C-217 OAK 8 34-35
6C-218 OAK 10 34-35
6C-219 OAK 4 34-35
6C-220 OAK 6 34-35
6C-221 OAK 12 34-35
6C-222 OAK 8 34-35
6C-223 OAK 7 34-35
6C-224 OAK (DBL) 9 34-35
6C-226 PALM 15 34-35
6C-227 OAK 10 34-35
6C-228 OAK 12 34-35
6C-229 OAK 13 34-35
6C-230 OAK 13 34-35
6C-231 OAK 8 34-35
6C-232 OAK 4 34-35
6C-233 OAK 3 34-35
6C-234 OAK 4 34-35
6C-235 OAK 4 34-35
6C-236 OAK 4 34-35
6C-237 OAK 3 34-35
6C-238 OAK 2 34-35
6C-239 OAK 2 34-35
6C-240 OAK 5 34-35
6C-242 OAK 3 34-35
6C-243 PALM 12 34-35
6C-244 TREE 8 34-35
6C-245 OAK 5 34-35
6C-246 OAK 4 34-35
6C-247 OAK 2 34-35
6C-248 OAK 5 34-35
6C-249 OAK 5 34-35
6C-250 OAK 5 34-35
6C-251 OAK 38 34-35
6C-252 OAK 24 34-35
6C-253 TREE 10 34-35
6C-254 TREE 8 34-35
6C-255 OAK 2 34-35
6C-256 OAK 4 34-35
6C-257 TREE 2 34-35
6C-258 OAK 8 34-35
6C-259 OAK 8 34-35
6C-260 OAK 4 34-35
6C-261 OAK 4 34-35
6C-262 OAK 4 34-35
6C-263 TREE 4 34-35
6C-264 TREE 8 34-35
6C NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET
6C-265 TREE 8 34-35
6C-266 OAK 4 34-35
6C-267 OAK 8 34-35
6C-268 OAK 8 34-35
6C-269 OAK 8 34-35
6C-270 OAK 3 34-35
6C-271 OAK 5 34-35
6C-276 TREE 4 34-35
6C-277 TREE 6 34-35
6C-285 OAK 4 34-35
6C-286 OAK 4 34-35
6C-287 OAK 4 34-35
6C-288 OAK 4 34-35
6C-289 OAK 4 34-35
6C-290 PALM 24 34-35
6C-291 PALM 20 34-35
6C-292 OAK 4 34-35
6C-293 PALM 15 34-35
6C-294 OAK 6 34-35
6C-295 OAK 6 34-35
6C-296 OAK 4 34-35
6C-297 OAK 4 34-35
6C-298 OAK 4 34-35
6C-299 OAK 5 34-35
6C-300 PALM 16 34-35
6C-301 OAK 4 34-35
6C-302 OAK 5 34-35
6C-303 OAK 12 34-35
6C-304 OAK 4 34-35
6C-305 OAK 3 34-35
6C-306 OAK 3 34-35
6C-307 OAK 6 34-35
6C-308 OAK 4 34-35
6C-309 OAK 6 34-35
6C-310 OAK 6 34-35
6C-311 OAK 14 34-35
6C-312 OAK 14 34-35
6C-313 PALM 18 34-35
6C-314 OAK 3 34-35
6C-316 TREE 6 34-35
6C-317 OAK 5 34-35
6C-318 OAK 4 34-35
6C-319 OAK 4 34-35
6C-320 OAK 4 34-35
6C-321 OAK 4 34-35
6C-322 OAK 4 34-35
6C-323 PALM 20 34-35
6C-324 OAK 4 34-35
6C-325 OAK 4 34-35
6C-326 OAK 4 34-35
6C-327 OAK 4 34-35
6C-328 OAK 4 34-35
6C-329 OAK 3 34-35
6C-330 OAK 3 34-35
6C-331 OAK 3 34-35
6C-333 OAK 5 34-35
6C-334 OAK 3 34-35
6C-336 PINE 14 34-35
6C-337 OAK 7 34-35
6C-338 OAK 4 34-35
6C-339 OAK 8 34-35
6C-340 OAK 10 34-35
6C-341 OAK 18 34-35
6C-342 OAK 18 34-35
6C-343 OAK 18 34-35
6C-344 TREE 6 34-35
6C NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET
6C-345 OAK 10 34-35
6C-346 OAK 5 34-35
6C-347 OAK 5 34-35
6C-348 OAK 6 34-35
6C-349 PINE 18 34-35
6C-350 OAK 6 34-35
6C-351 PALM 16 34-35
6C-352 PALM 12 34-35
6C-353 PALM 12 34-35
6C-354 PALM 12 34-35
6C-355 OAK 12 34-35
6C-356 OAK 20 34-35
6C-357 PALM 12 34-35
6C-358 OAK 20 34-35
6C-359 PALM 15 34-35
6C-360 TREE 7 34-35
6C-361 PALM 20 34-35
6C-362 PALM 16 34-35
6C-363 PALM 18 34-35
6C-364 PALM 16 34-35
6C-365 OAK 7 34-35
6C-366 OAK 2 34-35
6C-367 OAK 2 34-35
6C-368 OAK 40 34-35
6C-369 PALM 14 34-35
6C-370 PALM 14 34-35
6C-371 PALM 14 34-35
6C-372 PALM 18 34-35
6C-373 OAK 18 34-35
6C-374 PALM 12 34-35
6C-375 TREE 5 34-35
6C-376 TREE 8 34-35
6C-379 PALM 12 34-35
6C-384 TREE 3 34-35
6C-385 TREE 4 34-35
6C-386 TREE 6 34-35
6C-387 TREE 10 34-35
6C-388 TREE 3 34-35
6C-389 TREE 9 34-35
6C-390 TREE 5 34-35
6C-391 TREE 8 34-35
6C-392 TREE 5 34-35
6C-393 TREE 5 34-35
6C-394 TREE 5 34-35
6C-395 TREE 3 34-35
6C-396 TREE 3 34-35
6C-397 TREE 3 34-35
6C-398 TREE 9 34-35
6C-399 TREE 3 34-35
6C-400 TREE 6 34-35
6C-401 TREE 4 34-35
6C-402 TREE 4 34-35
6C-403 TREE 8 34-35
6C-404 TREE 8 34-35
6C-405 TREE 5 34-35
6C-406 TREE 5 34-35
6C-407 TREE 4 34-35
6C-408 TREE 10 34-35
6C-409 TREE 5 34-35
6C-410 TREE 5 34-35
6C-411 TREE 5 34-35
6C-412 TREE 7 34-35
6C-413 OAK 3 34-35
6C NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
6C-414 TREE 6 34-35
6C-415 TREE 6 34-35
6C-416 TREE 4 34-35
6C-417 TREE 12 34-35
6C-418 TREE 9 34-35
6C-433 OAK 6 34-35
6C-434 OAK 12 34-35
6C-435 TREE 6 34-35
6C-436 TREE 6 34-35
6C-437 TREE 6 34-35
6C-438 TREE 6 34-35
6C-439 TREE 6 34-35
6C-440 TREE 8 34-35
6C-441 TREE 8 34-35
6C-442 TREE 8 34-35
6C-443 TREE 10 34-35
6C-444 TREE 12 34-35
6C-445 TREE 5 34-35
6C-446 TREE 4 34-35
6C-447 TREE 4 34-35
6C-448 TREE 6 34-35
6C-449 TREE 6 34-35
6C-450 TREE 6 34-35
6C-451 TREE 6 34-35
6C-452 TREE 4 34-35
6C-453 TREE 4 34-35
6C-454 TREE 5 34-35
6C-455 TREE 8 34-35
6C-456 TREE 8 34-35
6C-457 TREE 4 34-35
6C-458 OAK 6 34-35
6C-459 OAK 6 34-35
6C-460 TREE 4 34-35
6C-461 TREE 4 34-35
6C-462 OAK 6 34-35
6C-463 OAK 12 34-35
6C-464 TREE 12 34-35
6C-465 TREE 10 34-35
6C-466 TREE 8 34-35
6C-467 TREE 6 34-35
6C-468 TREE 12 34-35
6C-469 PALM 12 34-35
6C-470 TREE 5 34-35
6C-471 TREE 4 34-35
6C-472 TREE 4 34-35
6C-473 TREE 10 34-35
6C-474 TREE 8 34-35
6C-475 TREE 4 34-35
6C-476 TREE 5 34-35
6C-477 TREE 40 34-35
6C-478 TREE 10 34-35
6C-479 TREE 6 34-35
6C-480 TREE 6 34-35
6C-481 TREE 6 34-35
6C-482 TREE 6 34-35
6C-483 OAK 18 34-35
6C-484 TREE 6 34-35
6C-485 TREE 6 34-35
6C-486 PALM 12 34-35
6C-487 OAK 5 34-35
6C-488 TREE 6 34-35
6C-489 TREE 12 34-35
6C-490 TREE 5 34-35
6C NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
6C-491 TREE 5 34-35
6C-492 TREE 12 34-35
6C-493 TREE 6 34-35
6C-494 TREE 11 34-35
6C-495 PALM 15 34-35
6C-496 TREE 4 34-35
6C-497 TREE 6 34-35
6C-498 TREE 8 34-35
6C-499 TREE 40 34-35
6C-501 TREE 6 34-35
6C-504 TREE 5 34-35
6C-505 TREE 5 34-35
6C-506 TREE 5 34-35
6C-507 OAK 4 34-35
6C-508 PINE 9 34-35
6C-509 OAK 12 34-35
6C-510 TREE 8 34-35
6C-511 PINE 18 34-35
6C-512 OAK 10 34-35
6C-513 OAK 6 34-35
6C-514 OAK 6 34-35
6C-515 OAK 7 34-35
6C-516 OAK 4 34-35
6C-517 OAK 4 34-35
6C-518 OAK 4 34-35
6C-519 OAK 4 34-35
6C-520 OAK 8 34-35
6C-521 OAK 5 34-35
6C-522 PALM 12 34-35
6C-523 TREE 6 34-35
6C-524 TREE 6 34-35
6C-525 TREE 6 34-35
6C-526 TREE 6 34-35
6C-527 PALM 18 34-35
6C-528 PINE 12 34-35
6C-529 TREE 6 34-35
6C-530 OAK 4 34-35
6C-531 TREE 6 34-35
6C-532 TREE 6 34-35
6C-533 TREE 6 34-35
6C-534 TREE 6 34-35
6C-535 TREE 6 34-35
6C-536 PINE 20 34-35
6C-537 OAK 6 34-35
6C-538 TREE 8 34-35
6C-539 TREE 20 34-35
6C-540 TREE 12 34-35
6C-541 TREE 12 34-35
6C-542 TREE 10 34-35
6C-543 TREE 10 34-35
6C-544 TREE 4 34-35
6C-545 OAK 4 34-35
6C-546 TREE 10 34-35
6C-547 OAK 4 34-35
6C-548 OAK 4 34-35
6C-549 OAK 6 34-35
6C-550 TREE 4 34-35
6C-551 TREE 4 34-35
6C-552 OAK 5 34-35
6C-553 OAK 12 34-35
6C-554 TREE 4 34-35
6C-555 OAK 10 34-35
6C-556 OAK 10 34-35
6C NATIVE TREE REMOVAL TABLE
ID TREE SPECIES DBH (INCHES) SHEET NUMBER
6C-557 OAK 10 34-35
6C-558 OAK 12 34-35
6C-559 OAK 6 34-35
6C-560 OAK 8 34-35
6C-561 OAK 6 34-35
6C-562 OAK 4 34-35
6C-563 OAK 4 34-35
6C-564 OAK 4 34-35
6C-565 OAK 4 34-35
6C-566 OAK 6 34-35
6C-567 OAK 4 34-35
6C-568 OAK 6 34-35
6C-569 OAK 10 34-35
6C-570 OAK 4 34-35
6C-571 OAK 4 34-35
6C-572 OAK 4 34-35
6C-573 OAK 8 34-35
6C-574 OAK 5 34-35
6C-575 OAK 4 34-35
6C-578 OAK 20 34-35
6C-579 OAK 10 34-35
6C-580 OAK 8 34-35
6C-581 OAK 4 34-35
6C-582 OAK 4 34-35
6C-583 OAK 4 34-35
6C-584 OAK 4 34-35
6C-585 TREE (2) 8 34-35
6C-590 OAK (2) 7 34-35
6C-591 OAK (2) 7 34-35
6C-592 OAK 8 34-35
6C-593 OAK 5 34-35
6C-595 OAK 5 34-35
6C-596 OAK 12 34-35
6C-597 OAK 6 34-35
6C-598 OAK 8 34-35
6C-599 OAK 8 34-35
6C-600 OAK 6 34-35
6C-601 OAK 5 34-35
6C-602 OAK 6 34-35
6C-604 OAK 9 34-35
6C-605 OAK 9 34-35
6C-606 OAK 9 34-35
6C-607 OAK 12 34-35
6C-610 OAK 6 34-35
6C-611 OAK 10 34-35
6C-612 OAK 10 34-35
6C-613 OAK 8 34-35
6C-614 TREE 12 34-35
6C-615 TREE 12 34-35
6C-616 OAK 8 34-35
6C-617 OAK 6 34-35
131415
19202122
414243444546
47484950
54 55
73 74
A
B
Feet 1:20
40200 10
Starkey M10 Water Quality Planting Plan Acreage = 0.65 acre
SHW = 11.64'
Zone A - 0.17 acre
Elevation 11.64' - 10.0' Common Name Scientific Name Size Spacing Quantity
Pond cypress Taxodium distichum 3 gallon 10' o.c. 77
Buttonbush Cephalanthus occidentalis 1 gallon 5' o.c. 296
Pickerelweed Pontederia cordata 4" 3' o.c. 823
Zone B - 0.16 acre Elevation 10.0' - 9.0'
Common Name Scientific Name Size Spacing Quantity
Fire flag Thalia geniculata 4" 3' o.c. 774
Zone C - 0.24 acre Elevation 9.0' - 8.0'
Common Name Scientific Name Size Spacing Quantity
Fire flag Thalia geniculata 4" 3' o.c. 580
Spatterdock Nuphar lutea bare root tubers 3' o.c. 580
Zone D - 0.08 acre Elevation 8.0'
Common Name Scientific Name Size Spacing Quantity
Spatterdock Nuphar lutea bare root tubers 3' o.c. 387
PLANTING NOT IN THIS CONTRACT.
PLANTING TO BE PERFORMED BY OTHERS
PLANTING NOT IN THIS CONTRACT.
PLANTING TO BE PERFORMED BY OTHERS
| 2024-02-14T12:48:49-0500 | |
| Brian A Barker |
| 2024-02-22T09:05:21-0500 | |
| Mark J Kuntz | |
| I agree to the specified portions of this document |
| 2024-02-22T09:59:04-0500 | |
| Keith Q Giang |
| 2024-02-22T11:57:57-0500 | |
| Mark W Ellard |
| 2024-02-22T11:58:39-0500 | |
| Mark W Ellard |
File details come from the government source that posted it. Updated .