PLANS_2023-11-07_S&S.pdf

STORMWATER STARKEY FACILITY M10 MODIFICATION

PID 003900A

© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS

Feet 120600 30

80400 20

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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

10/11/2023humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\DRDTRD06_POND6C_PLAN.DGN11:47:35 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.

OCTOBER 2023

FACILITY M10 MODIFICATION

STORMWATER STARKEY

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

CRL1

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

10/11/2023humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\DRDTRD07_POND6C_TYPSEC.DGN11:52:19 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.

OCTOBER 2023

FACILITY M10 MODIFICATION

STORMWATER STARKEY

REV. BY

DESIGNED

CHECKED

DRAWN

PROJECT: DESCRIPTION: APPROVED BY:

DATE

PROJECT NO.

DATE:

SHEET:

OFREV. NO.DATE DESCRIPTION

10/11/2023humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\pdxsrd01.dgn12:00:36 PM

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.

OCTOBER 2023

FACILITY M10 MODIFICATION

STORMWATER STARKEY

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

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.DGN11:57:56 AM10/11/2023humberto.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.

OCTOBER 2023

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.DGN11:58:58 AM10/11/2023humberto.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.

OCTOBER 2023

CHECKED

DRAWN

PROJECT: DESCRIPTION: APPROVED BY:

DATE

PROJECT NO.

DATE:

SHEET:

OFREV. NO.DATE DESCRIPTION

10/11/2023humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144766\drxsrd01.dgn12:02:19 PM

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

OCTOBER 2023

FACILITY M10 MODIFICATION

STORMWATER STARKEY

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

10/18/23

10/18/23

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

10/11/2023humberto.molinello c:\pwworking\aecom_ds21_na_2020\d0144711\STARKEYM10-POND6CBORING-SHEET.dgn11:51:13 AM

FLA. LIC. NO 49510

K.Giang

H.Molinello

B.Carver

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: OCTOBER 2023

FACILITY M10 MODIFICATION

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

CALL 811

565 SOUTH HERCULES AVENUE, CLEARWATER, FL 33764

phone 727.822.4151

WWW.TRANSYSTEMS.COM

0..

l(l

CV)

l(l

CV)

(1J D (1J

-P u 0)..

[L u f f-l

D D "'

CV)

Vl

-P (U (U

.s::.

Vl C d ii:'.

C g> Vl (U "" u w "" f

CI)

I D - L

I co

SI"

CV)

u..

Cl) ...J ...J w z- [L Vl

-P u (U

[L

I w > - Vl d

-P -P E

_Q

Cl)

-P C u

Vl d

(U C 0::

f--u..

f-w u..

L Cl)

D - L w f

CI)

0 � C d -P 0..

0..

Cl)

(U u

4- 4- (U

L:J

ROAD

WORK

AHEAD

,l A

I I

BE

PREPARED

TO STOP

BUFFER

Speed (mph}

GO

C

SPACE

Dist.

(ft.)

DISTANCE BETWEEN SIGNS

SYMBOLS

� Work Area

I} Wor k

Zone Sign

T Flagger

Speed (mph)

40 or less

50 or greater

� Lane Identification+ Direction ot Traffic

LAST

REVfS,ON

11/01/17

REV. NO. DATE

6 DESCRIPTION:

i;;

DESCRIPTION

Spacing (ft.)

A B C

200 200 200 350 350 350 500 500 500

Ruffer Space C r

BE

PREPARED

TO STOP

A

ROAD

WORK

AHEAD

Butfe1·

(��> BE

PREPARED

TO STOP

ROAD

WORK

AHEAD

TWO-LANE, TWO-WAY f---------1--1----------------,1/ I r Space C A

- --�----=--- -�-= ----------,------1 II+---�-*--

e d

_,_,,,_._� __ _,IJ

ll' or k

Are

;i ,If-----------------------------------

J A

I , C

ROAD BE

WORK PREPARED

AHEAD TO STOP MULTILANE

GENERAL NOTES

1 This Index does not apply to limited access facilities

2. When a side road intersects the highway within the TTC zone. addittona.i TTC o·evices shall be placed in auordnnu> wil/J applicab/p TCZ Indexes.

3 Traffic •m/ume or complexity of the roadv1ay· may dictate additional devices, signs, flagmen and/or a traffic cont,·o/ off.,cer

4. The buffer space may be omitted if there are no sight obstructions to vehicles approaching the Fiayyer/Officf:'r for distance equal to the /Juffer space.

5. A Flagger may be substituted for a Traffic Control Officer and the BE PREPARED TO STOP s,'gn may be omitted, when the following conditions are met:

a. Speed iimir is 45 mph or less.

b. No siyht obstructions to '!ehfc·fes approaching the Flagger/Officr:r for a distance equal to the buffer space.

c Vehicles _in the wor.i;" area have high-intensity, rotating, f/ashir.g, oscillating, or strobe lights operating.

6. On undividea highways the meciian sig11 as shovm are to be ornitted.

7, For· ge1Jera1 TCZ requirements and additional infonnation refer to Index 102-600.

CONDITIONS

PLANNED CLOSURE NOT

EXCEEDING 5 MINUTES.

INDEX FY 2020-21

STANDARD PLANS

TEMPORARY ROA][) CLOSURE fi MKNU'fES OR LESS

102-625

DESIGNED

MED PROJECT:

SHEET

DRAWN

MED Pinellas STORMWATER STARKEY q;_ Access Opening-., TRUCKS

--------1- 9tr

900'

ENTERING

0, HIGHWAY

r:-

TRUCKS '

ENTERING 0,

I l!-

HIGHWAY

---------1 I 300' TapP1 350' Taper

/ - Side Drain Pipe Use Mitered End Sections =_J--\--+---t--L:/ }{ Wili1in Clear Zone (Index 430-022)

/Exist.Fence --- x --- x 1_ 1_ 1 _ _ _ _ _ xc__ _ _ _ _ _L_-c_-=_'c__ _ _ _p_r't_----\';- -I- I- /'-- - - - - -�X'_ _ _ _ _ _ _ �x'--==':::;;c-; -1_ 1 _ __ x _ _ _ _ _ _ __ x _ _ _ _ _ __ x

Exisl. LA H/',l'I _/ Temporary Gate Posts_/ L Fence Gate Ty;.,e A

LENGTH OF ACCESS LANES (Ft.)

Grade D, 2% or less 590

3 !o 4% Upgrade 530

3 to 4'H, Dow1Jqradc 71 O

_ 12' Existing Shoulder

PLAN

(Double 12') (21' Openinq)

GENERAL NOTES

I. Access openings across limited access right of way and use of this index are prohibited unless specifically permitted in the Contract Plans or Special Pro'lisions. Vlhen permitted in the Contract Plans or Special Provisions and prior to construction of anr openin9, the Contractor must submit, in writing, a request idPn!i(y!ng speuiir Inca/ions for ;ap.r;rn':c<I !iy /he Engineer.

2. No more 1/Jan H,,o (2) access uµer,inys will /Je allowed on each µrojeci.

3. Access opc11ings shall be locatco' on,'y in areas ha•1i11g adequate sight distance and shall not te located �•.1ithi1J 1.5 miles of interchanges nor within 2000 ft. of acceleration-deceleration lanes at rest areas, other access openings or otlier highway service areas

4. Access openinqs shall not be constructed dir·ectly opposite temporar'j median crossovers nor within 2000 ft. of temporary median crossovers.

7. Access upeninys in the i'imited cJ(cess fence :,hc1/I hc1ve ycltcs which ore tu /Je locked during nonwork hours or pe,•iods when the access is not in acti','e use

8. The umirncior s/101/ l-a.�e nil prf'cnu!iollS necf'SSnry lo insu-re ayainsl er;lrance by livestock or uriaut!wrizcd persons o.� vehicles.

9. The contractor shall not varr from tile plan detail v1itlwut approval of the Engineer.

10 Gates shall be removed and access opening locations shall be restored to preconstruction conditioll immediately upon completion of acti11ities utilizing the materia,'s being transported through the openings whether or not the project is cumpleled.

_J· Existiny Roadway Exi<;tiny PiiVi::'[i Shoulder

5. Access ope1oinqs shul/ be v1ithin the proJect lin:its and shu/1 not be used fo1 trallsporting materials to or from any other project. The acct>leration-rieceleration .'iurfares shall hf' paved RAP materi,'J,1 is iJCCt>ptahle for driveway surfacing

11. Failure to comply with any provision of the access opening plan shall be cause for iermin;1iing use or iJ/1 openings, Uµvn nolificDlion by lhe Engi1;eer, u,e contractor sha,'I cease /1c:uling ano· begin restoration of affected areas. Under this condition expense o.f remo,;a/, restoration and of additional hauling distances s/1all bi:c bunic !Jy l/1e rn11!Tddur.

SYMBOLS

[Ji Work Zone Sign

LAST

REVfSTON

11/01/17

6 DESCRIPTION:

i;;

DESCRIPTION:

,- Wirlf'lli!l(J

SECTION AA

MAINTENANCE

Shoolder

OF

6. A11y Moloris! Ai1 can Boxes affecl'eri by !/if' temporary auess cµe11inQs st1all be relocated outside i/Je limils of access lanes and remain in use durir1g construction. Upon removal of access lanes. call boxes shall be returned to rheir prP•1io11s iocalion. Temoorary relocalior1 and resloraiion of call iJoxes shall be al the contractor's expense.

12, No guardrail or barrier wali will be removecl for access openings.

13. Construction and ren,oval of rhe access and restoring the area to preconstruction condition shall be included in the cost of Maintenance Of TrDffic, LS.

INDEX SHEET FY 2020-21

STANDARD PLANS

L][M]['fElD ACCESS TEMPORARY OPENKNG

102-665 1 of 1

Geosyntec 1> APPROVED BY: DATE:

AUGUST

consultants PROJECT NO.

County 003900A

FACILITY M1O MODIFICATION TRAFFIC - DETAILS 19321 US HWY 19 N

CHECKED

MWE BUILDING C SUITE 200 MARK W. ELLARD, P.E. DATE SHEET:

REV. BY CLEARWATER, FL 33764 FLA. LIC. NO 48073 31 OF 41

M10 NATIVE TREE PROTECTION TABLE

ID SHEET TREE SPECIES DBH (INCHES)

TREE PROTECTION

ZONE (FEET)

M10-64 33 OAK 9 5

M10-78 33 OAK 4 2

M10-79 33 OAK 6 3

M10-80 33 OAK 7 4

M10-119 33 OAK 9 5

M10-135 33 OAK 5 3

M10-153 33 OAK 7 4

M10-154 33 OAK 20 10

M10-155 33 OAK 9 5

M10-156 33 OAK 9 5

M10-157 33 OAK 9 5

M10-158 33 OAK 8 4

M10-185 33 OAK 13 7

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

M10-81 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

M10-160 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

M10-120 PALM 20 33

M10-146 OAK 8 33

M10-147 OAK 14 33

M10-148 TREE 8 33

M10-187 5

M10-188 8

M10-189 4

OAK

PALM

OAK

M10 NATIVE TREE PROTECTION TABLE

ID SHEET TREE SPECIES DBH (INCHES)

TREE PROTECTION

ZONE (FEET)

M10-159 34 OAK 4 2

M10-186 34 OAK 4 2

1" = 20'

1" = 20'

40200 10

NATIVE TREE PROTECTION TABLE

ID SHEET TREE SPECIES DBH (INCHES)

TREE PROTECTION

ZONE (FEET)

6C-287 36 OAK 4 2

6C-288 36 OAK 4 2

6C-289 36 OAK 4 2

6C-290 36 PALM 24 12

6C-291 36 PALM 20 10

6C-304 36 OAK 4 2

6C-305 36 OAK 3 2

6C-306 36 OAK 3 2

6C-307 36 OAK 6 3

6C-308 36 OAK 4 2

6C-323 36 PALM 20 10

6C-324 36 OAK 4 2

6C-325 36 OAK 4 2

6C-326 36 OAK 4 2

6C-327 36 OAK 4 2

6C-328 36 OAK 4 2

6C-329 36 OAK 3 2

6C-330 36 OAK 3 2

6C-331 36 OAK 3 2

6C-333 36 OAK 5 3

6C-334 36 OAK 3 2

6C-354 36 PALM 12 6

6C-355 36 OAK 12 6

6C-356 36 OAK 20 10

6C-357 36 PALM 12 6

6C-358 36 OAK 20 10

6C-364 36 PALM 16 8

6C-365 36 OAK 7 4

6C-366 36 OAK 2 1

6C-367 36 OAK 2 1

6C-368 36 OAK 40 20

6C-369 36 PALM 14 7

6C-370 36 PALM 14 7

6C-377 36 OAK 8 4

6C-378 36 OAK 8 4

6C-576 35 TREE 5 3

6C-577 35 TREE 5 3

6C NATIVE TREE REMOVAL TABLE

ID TREE SPECIES DBH (INCHES) SHEET NUMBER

6C-201 OAK 8 35-36

6C-202 OAK 8 35-36

6C-203 OAK 5 35-36

6C-204 OAK 8 35-36

6C-205 OAK 5 35-36

6C-206 OAK 8 35-36

6C-207 OAK 4 35-36

6C-208 OAK 8 35-36

6C-209 OAK 3 35-36

6C-210 OAK 3 35-36

6C-211 OAK 8 35-36

6C-212 OAK 8 35-36

6C-213 PALM 16 35-36

6C-214 OAK 18 35-36

6C-215 OAK 14 35-36

6C-216 OAK 12 35-36

6C-217 OAK 8 35-36

6C-218 OAK 10 35-36

6C-219 OAK 4 35-36

6C-220 OAK 6 35-36

6C-221 OAK 12 35-36

6C-222 OAK 8 35-36

6C-223 OAK 7 35-36

6C-224 OAK (DBL) 9 35-36

6C-226 PALM 15 35-36

6C-227 OAK 10 35-36

6C-228 OAK 12 35-36

6C-229 OAK 13 35-36

6C-230 OAK 13 35-36

6C-231 OAK 8 35-36

6C-232 OAK 4 35-36

6C-233 OAK 3 35-36

6C-234 OAK 4 35-36

6C-235 OAK 4 35-36

6C-236 OAK 4 35-36

6C-237 OAK 3 35-36

6C-238 OAK 2 35-36

6C-239 OAK 2 35-36

6C-240 OAK 5 35-36

6C-242 OAK 3 35-36

6C-243 PALM 12 35-36

6C-244 TREE 8 35-36

6C-245 OAK 5 35-36

6C-246 OAK 4 35-36

6C-247 OAK 2 35-36

6C-248 OAK 5 35-36

6C-249 OAK 5 35-36

6C-250 OAK 5 35-36

6C-251 OAK 38 35-36

6C-252 OAK 24 35-36

6C-253 TREE 10 35-36

6C-254 TREE 8 35-36

6C-255 OAK 2 35-36

6C-256 OAK 4 35-36

6C-257 TREE 2 35-36

6C-258 OAK 8 35-36

6C-259 OAK 8 35-36

6C-260 OAK 4 35-36

6C-261 OAK 4 35-36

6C-262 OAK 4 35-36

6C-263 TREE 4 35-36

6C-264 TREE 8 35-36

6C NATIVE TREE REMOVAL TABLE

ID TREE SPECIES DBH (INCHES) SHEET

6C-265 TREE 8 35-36

6C-266 OAK 4 35-36

6C-267 OAK 8 35-36

6C-268 OAK 8 35-36

6C-269 OAK 8 35-36

6C-270 OAK 3 35-36

6C-271 OAK 5 35-36

6C-276 TREE 4 35-36

6C-277 TREE 6 35-36

6C-285 OAK 4 35-36

6C-286 OAK 4 35-36

6C-292 OAK 4 35-36

6C-293 PALM 15 35-36

6C-294 OAK 6 35-36

6C-295 OAK 6 35-36

6C-296 OAK 4 35-36

6C-297 OAK 4 35-36

6C-298 OAK 4 35-36

6C-299 OAK 5 35-36

6C-300 PALM 16 35-36

6C-301 OAK 4 35-36

6C-302 OAK 5 35-36

6C-303 OAK 12 35-36

6C-309 OAK 6 35-36

6C-310 OAK 6 35-36

6C-311 OAK 14 35-36

6C-312 OAK 14 35-36

6C-313 PALM 18 35-36

6C-314 OAK 3 35-36

6C-316 TREE 6 35-36

6C-317 OAK 5 35-36

6C-318 OAK 4 35-36

6C-319 OAK 4 35-36

6C-320 OAK 4 35-36

6C-321 OAK 4 35-36

6C-322 OAK 4 35-36

6C-336 PINE 14 35-36

6C-337 OAK 7 35-36

6C-338 OAK 4 35-36

6C-339 OAK 8 35-36

6C-340 OAK 10 35-36

6C-341 OAK 18 35-36

6C-342 OAK 18 35-36

6C-343 OAK 18 35-36

6C-344 TREE 6 35-36

6C NATIVE TREE REMOVAL TABLE

ID TREE SPECIES DBH (INCHES) SHEET

6C-345 OAK 10 35-36

6C-346 OAK 5 35-36

6C-347 OAK 5 35-36

6C-348 OAK 6 35-36

6C-349 PINE 18 35-36

6C-350 OAK 6 35-36

6C-351 PALM 16 35-36

6C-352 PALM 12 35-36

6C-353 PALM 12 35-36

6C-359 PALM 15 35-36

6C-360 TREE 7 35-36

6C-361 PALM 20 35-36

6C-362 PALM 16 35-36

6C-363 PALM 18 35-36

6C-371 PALM 14 35-36

6C-372 PALM 18 35-36

6C-373 OAK 18 35-36

6C-374 PALM 12 35-36

6C-375 TREE 5 35-36

6C-376 TREE 8 35-36

6C-379 PALM 12 35-36

6C-384 TREE 3 35-36

6C-385 TREE 4 35-36

6C-386 TREE 6 35-36

6C-387 TREE 10 35-36

6C-388 TREE 3 35-36

6C-389 TREE 9 35-36

6C-390 TREE 5 35-36

6C-391 TREE 8 35-36

6C-392 TREE 5 35-36

6C-393 TREE 5 35-36

6C-394 TREE 5 35-36

6C-395 TREE 3 35-36

6C-396 TREE 3 35-36

6C-397 TREE 3 35-36

6C-398 TREE 9 35-36

6C-399 TREE 3 35-36

6C-400 TREE 6 35-36

6C-401 TREE 4 35-36

6C-402 TREE 4 35-36

6C-403 TREE 8 35-36

6C-404 TREE 8 35-36

6C-405 TREE 5 35-36

6C-406 TREE 5 35-36

6C-407 TREE 4 35-36

6C-408 TREE 10 35-36

6C-409 TREE 5 35-36

6C-410 TREE 5 35-36

6C-411 TREE 5 35-36

6C-412 TREE 7 35-36

6C-413 OAK 3 35-36

6C NATIVE TREE REMOVAL TABLE

ID TREE SPECIES DBH (INCHES) SHEET NUMBER

6C-414 TREE 6 35-36

6C-415 TREE 6 35-36

6C-416 TREE 4 35-36

6C-417 TREE 12 35-36

6C-418 TREE 9 35-36

6C-433 OAK 6 35-36

6C-434 OAK 12 35-36

6C-435 TREE 6 35-36

6C-436 TREE 6 35-36

6C-437 TREE 6 35-36

6C-438 TREE 6 35-36

6C-439 TREE 6 35-36

6C-440 TREE 8 35-36

6C-441 TREE 8 35-36

6C-442 TREE 8 35-36

6C-443 TREE 10 35-36

6C-444 TREE 12 35-36

6C-445 TREE 5 35-36

6C-446 TREE 4 35-36

6C-447 TREE 4 35-36

6C-448 TREE 6 35-36

6C-449 TREE 6 35-36

6C-450 TREE 6 35-36

6C-451 TREE 6 35-36

6C-452 TREE 4 35-36

6C-453 TREE 4 35-36

6C-454 TREE 5 35-36

6C-455 TREE 8 35-36

6C-456 TREE 8 35-36

6C-457 TREE 4 35-36

6C-458 OAK 6 35-36

6C-459 OAK 6 35-36

6C-460 TREE 4 35-36

6C-461 TREE 4 35-36

6C-462 OAK 6 35-36

6C-463 OAK 12 35-36

6C-464 TREE 12 35-36

6C-465 TREE 10 35-36

6C-466 TREE 8 35-36

6C-467 TREE 6 35-36

6C-468 TREE 12 35-36

6C-469 PALM 12 35-36

6C-470 TREE 5 35-36

6C-471 TREE 4 35-36

6C-472 TREE 4 35-36

6C-473 TREE 10 35-36

6C-474 TREE 8 35-36

6C-475 TREE 4 35-36

6C-476 TREE 5 35-36

6C-477 TREE 40 35-36

6C-478 TREE 10 35-36

6C-479 TREE 6 35-36

6C-480 TREE 6 35-36

6C-481 TREE 6 35-36

6C-482 TREE 6 35-36

6C-483 OAK 18 35-36

6C-484 TREE 6 35-36

6C-485 TREE 6 35-36

6C-486 PALM 12 35-36

6C-487 OAK 5 35-36

6C-488 TREE 6 35-36

6C-489 TREE 12 35-36

6C-490 TREE 5 35-36

6C NATIVE TREE REMOVAL TABLE

ID TREE SPECIES DBH (INCHES) SHEET NUMBER

6C-491 TREE 5 35-36

6C-492 TREE 12 35-36

6C-493 TREE 6 35-36

6C-494 TREE 11 35-36

6C-495 PALM 15 35-36

6C-496 TREE 4 35-36

6C-497 TREE 6 35-36

6C-498 TREE 8 35-36

6C-499 TREE 40 35-36

6C-501 TREE 6 35-36

6C-504 TREE 5 35-36

6C-505 TREE 5 35-36

6C-506 TREE 5 35-36

6C-507 OAK 4 35-36

6C-508 PINE 9 35-36

6C-509 OAK 12 35-36

6C-510 TREE 8 35-36

6C-511 PINE 18 35-36

6C-512 OAK 10 35-36

6C-513 OAK 6 35-36

6C-514 OAK 6 35-36

6C-515 OAK 7 35-36

6C-516 OAK 4 35-36

6C-517 OAK 4 35-36

6C-518 OAK 4 35-36

6C-519 OAK 4 35-36

6C-520 OAK 8 35-36

6C-521 OAK 5 35-36

6C-522 PALM 12 35-36

6C-523 TREE 6 35-36

6C-524 TREE 6 35-36

6C-525 TREE 6 35-36

6C-526 TREE 6 35-36

6C-527 PALM 18 35-36

6C-528 PINE 12 35-36

6C-529 TREE 6 35-36

6C-530 OAK 4 35-36

6C-531 TREE 6 35-36

6C-532 TREE 6 35-36

6C-533 TREE 6 35-36

6C-534 TREE 6 35-36

6C-535 TREE 6 35-36

6C-536 PINE 20 35-36

6C-537 OAK 6 35-36

6C-538 TREE 8 35-36

6C-539 TREE 20 35-36

6C-540 TREE 12 35-36

6C-541 TREE 12 35-36

6C-542 TREE 10 35-36

6C-543 TREE 10 35-36

6C-544 TREE 4 35-36

6C-545 OAK 4 35-36

6C-546 TREE 10 35-36

6C-547 OAK 4 35-36

6C-548 OAK 4 35-36

6C-549 OAK 6 35-36

6C-550 TREE 4 35-36

6C-551 TREE 4 35-36

6C-552 OAK 5 35-36

6C-553 OAK 12 35-36

6C-554 TREE 4 35-36

6C-555 OAK 10 35-36

6C-556 OAK 10 35-36

6C NATIVE TREE REMOVAL TABLE

ID TREE SPECIES DBH (INCHES) SHEET NUMBER

6C-557 OAK 10 35-36

6C-558 OAK 12 35-36

6C-559 OAK 6 35-36

6C-560 OAK 8 35-36

6C-561 OAK 6 35-36

6C-562 OAK 4 35-36

6C-563 OAK 4 35-36

6C-564 OAK 4 35-36

6C-565 OAK 4 35-36

6C-566 OAK 6 35-36

6C-567 OAK 4 35-36

6C-568 OAK 6 35-36

6C-569 OAK 10 35-36

6C-570 OAK 4 35-36

6C-571 OAK 4 35-36

6C-572 OAK 4 35-36

6C-573 OAK 8 35-36

6C-574 OAK 5 35-36

6C-575 OAK 4 35-36

6C-578 OAK 20 35-36

6C-579 OAK 10 35-36

6C-580 OAK 8 35-36

6C-581 OAK 4 35-36

6C-582 OAK 4 35-36

6C-583 OAK 4 35-36

6C-584 OAK 4 35-36

6C-585 TREE (2) 8 35-36

6C-590 OAK (2) 7 35-36

6C-591 OAK (2) 7 35-36

6C-592 OAK 8 35-36

6C-593 OAK 5 35-36

6C-595 OAK 5 35-36

6C-596 OAK 12 35-36

6C-597 OAK 6 35-36

6C-598 OAK 8 35-36

6C-599 OAK 8 35-36

6C-600 OAK 6 35-36

6C-601 OAK 5 35-36

6C-602 OAK 6 35-36

6C-604 OAK 9 35-36

6C-605 OAK 9 35-36

6C-606 OAK 9 35-36

6C-607 OAK 12 35-36

6C-610 OAK 6 35-36

6C-611 OAK 10 35-36

6C-612 OAK 10 35-36

6C-613 OAK 8 35-36

6C-614 TREE 12 35-36

6C-615 TREE 12 35-36

6C-616 OAK 8 35-36

6C-617 OAK 6 35-36

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