20-Attachment B - Example Plans - 46147005.pdf

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Attached to
Stormwater Countywide Ditch and Side Drain Restoration
Solicitation number
IFB-26-00250
Issued by
Hillsborough County, Florida

About this file

Written by GovTribe AI ·

This file consists of detailed construction plans and specifications for the Stormwater Countywide Ditch and Side-Drain Restoration project administered by the Hillsborough County Engineering and Operations Department in Florida. The plans depict two construction sites (Site 2-6-N and Site 2-6-S) involving extensive stormwater infrastructure work including ditch regrading, side-drain installation and replacement, culvert work, and associated restoration activities. The project encompasses multiple segments with varying pipe sizes (ranging from 4 inches to 50 inches in diameter), elevation specifications, invert elevations, and slope requirements. Work includes the installation of concrete and end sections, removal of existing pipes, driveway replacements per FDOT standards, and grading of ditches per specified typical sections with defined slope percentages. The plans contain detailed cross-sections, reference locations, benchmark elevations, construction measurements, and technical specifications necessary for contractors to execute the work at multiple locations across Hillsborough County.

The contract is structured as an as-needed, task order basis arrangement with an initial one-year term and two optional one-year renewal periods, with an estimated total contract value of $4,938,100.00. The plans identify specific point locations using coordinates, invert elevations, and reference stations to guide construction activities. Small Business Enterprise (SBE) participation is targeted at eight percent (8%) of subcontracting opportunities. The work is authorized on a county-wide basis with assignments provided through individually negotiated Work Orders, allowing Hillsborough County to address stormwater restoration needs systematically across its jurisdiction while maintaining flexibility in project scheduling and scope adjustments.

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PAT KEMP

KIMBERLY OVERMAN

STACY WHITE

HARRY COHEN

KEN HAGAN

GWEN MYERS

MARIELLA SMITH

PROJECT

LOCATION

X

INV. EL. = 94.80'

INV. EL. = 94.51'

12"

10"

14"

14"

10"

14"

INV. EL. = 96.03'INV. EL. = 95.77'

18" CMP

10"

12"12"

12"

16"

14"

6"

10"

14"

36"

4"

12"

6"

26"

24" CMP

REGRADE 66 LF OF DITCH PER

TYPICAL SECTION 1-1 AT 1.49%

BETWEEN PROP. MES STRUCTURES

INV. 94.80 (W)

INV. 95.77 (E)

TIE IN TO

EXIST.

GRADE

TIE IN TO

EXIST. GRADE

LIMITS OF COUNTY

MAINTENANCE

EXIST. EDGE OF

PAVEMENT

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

REGRADE 196 LF OF DITCH PER

TYPICAL SECTION 2-2 AT 0.71%

BETWEEN PROP. MES STRUCTURES

INV. 96.10 (W)

INV. 97.50 (E)

X

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=13+28.09

O/S=-36.00

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=13+56.59

O/S=-36.66

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=12+11.25

O/S=-34.21

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=12+51.19

O/S=-34.04

CONST. 32 LF OF 24" RCP

INV. 94.30 (W)

INV. 94.50 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

CENTERLINE PI

STA=13+04.91

O/S=-32.77

CENTERLINE PI

STA=13+86.03

O/S=-31.91

8"

PT 3006 / SET NAIL

EL. = 96.32'

N = 1287763.4640'

E = 628614.5190'

BEGIN CONST.

SITE 2-6-N

STA=12+04.22

O/S=-34.24

EXIST. EDGE OF

PAVEMENT

LIMITS OF COUNTY

MAINTENANCE

12"

10"

12"

10"

8"

18"

INV. EL. = 97.94'INV. EL. = 97.47'

3' WOOD FENCE

INV. EL. = 97.90'

INV. EL. = 98.27'

15" CMP 15" CMP

INV. EL. = 100.18' INV. EL. = 100.28'

20"x12" CMP 1

TIE IN TO

EXIST.

GRADE

REGRADE 196 LF OF DITCH PER

TYPICAL SECTION 2-2 AT 0.71%

BETWEEN PROP. MES STRUCTURES

INV. 96.10 (W)

INV. 97.50 (E)

CONST. 24 LF OF 14"x23" ERCP

INV. 97.50 (W)

INV. 97.60 (E)

W/ CONC. MES PER FDOT

INDEX 430-022

REPLACE EXIST. DRIVEWAY

PER FDOT INDEX 330-001

REMOVE

EXIST. PIPE

REGRADE 12 LF OF DITCH PER TYPICAL

SECTION 2-2 AT 1.49% BETWEEN PROP.

MES STRUCTURES

INV. 97.80 (W)

INV. 97.90 (E)

REGRADE 143 LF OF DITCH PER

TYPICAL SECTION 3-3 AT 1.49%

BETWEEN PROP. MES (W) AND

EXIST. PIPE INVERT (E)

INV. 98.10 (W)

INV. 100.18 (E)

REGRADE 140 LF OF DITCH PER

TYPICAL SECTION 3-3 AT 1.02%

BETWEEN EXIST. PIPE INVERTS

INV. 100.28 (W)

INV. 101.71 (E)

LIMITS OF COUNTY

MAINTENANCE

GRADE TO EXIST. PIPE

INVERT EL. 100.18

(PIPE TO REMAIN)

GRADE TO EXIST. PIPE

INVERT EL. 100.28 (PIPE

TO REMAIN)

FENCELINE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

FENCELINE

EXIST. EDGE OF

PAVEMENT

X

X

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=15+60.65

O/S=-34.34

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=15+89.28

O/S=-36.12

CENTERLINE PI

STA=15+31.48

O/S=-31.59

CENTERLINE PI

STA=16+61.41

O/S=-32.36

CENTERLINE PI

STA=17+74.17

O/S=-32.21

CONST. 32 LF OF 14"x23" ERCP

INV. 97.60 (W)

INV. 97.70 (E)

W/ CONC. MES PER FDOT

INDEX 430-022

REPLACE EXIST. DRIVEWAY

PER FDOT INDEX 330-001

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=16+08.41

O/S=-35.98

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=16+45.10

O/S=-35.89

PT 3004 / SET NAIL

12"

8"

12"

6"

18"

INV. EL. = 101.71'

INV. EL. = 101.72'

INV. EL. = 101.92'

INV. EL. = 102.47'

4"

18"

10"

10"

12" 10"

20"

15" CMP1

6' CHAIN LINK FENCE

15" CMP

5' HOG WIRE FENCE

GRADE TO EXIST. PIPE

INVERT EL. 101.71

(PIPE TO REMAIN)

GRADE TO EXIST. PIPE

INVERT EL. 101.72

(PIPE TO REMAIN)

REPLACE EXIST. PIPE

CONST. 24 LF OF 14"x23" ERCP

INV. 102.40 (W)

INV. 102.60 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

REGRADE 140 LF OF DITCH PER

TYPICAL SECTION 3-3 AT 1.02%

BETWEEN EXIST. PIPE INVERTS

INV. 100.28 (W)

INV. 101.71 (E)

FENCELINE

FENCELINE

REGRADE 11 LF OF DITCH PER

TYPICAL SECTION 4-4 AT 6.46%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. PIPE INVERT (E)

INV. 100.28 (W)

INV. 102.40 (E)

REGRADE 261 LF OF DITCH PER

TYPICAL SECTION 4-4 AT 1.30%

BETWEEN PROP. PIPE INVERTS

INV. 102.60 (W)

INV. 106.00 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

LIMITS OF COUNTY

MAINTENANCE

EXIST. EDGE OF

PAVEMENT

X

X

X X

X

X

X

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=20+39.70

O/S=-34.44

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=20+68.37

O/S=-35.30

CENTERLINE PI

STA=18+52.06

O/S=-32.39

CENTERLINE PI

STA=19+56.87

O/S=-31.59

12"

8"

12"

25"

10" 16"

10"

10"

12"

15"

14"

6"

20"

14"

18"

16"

22"

18"

12"

8"

6"

18"

30"

14"

6"

18"1

TOP PIPE EL. = 106.15' INV. EL. = 106.07'

5' CHAIN LINK FENCE

12" RCP

FENCELINE

MATCH EXIST.

GRADE

TIE IN TO

EXIST. GRADE

CONST. 24 LF OF 14"x23"" RCP

INV. 106.00 (W)

INV. 106.10 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

REMOVE

EXIST. PIPE

FENCELINE

REGRADE 261 LF OF DITCH PER

TYPICAL SECTION 4-4 AT 1.30%

BETWEEN PROP. PIPE INVERTS

INV. 102.60 (W)

INV. 106.00 (E)

REGRADE 39 LF OF DITCH PER

TYPICAL SECTION 4-4 AT 4.85%

BETWEEN PROP. PIPE INVERT (W)

AND END OF CONST. (E)

INV. 102.60 (W)

INV. 108.00 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

LIMITS OF COUNTY

MAINTENANCE

EXIST. EDGE OF

PAVEMENT

X X

X X

TIE IN TO

EXIST. GRADE

REFERENCE LOCATION

REFERENCE LOCATION

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=23+36.63

O/S=-33.41

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=23+65.31

O/S=-33.16

END CONST.

SITE 2-6-N

STA=24+08.00

O/S=-36.44

14"

3' WOOD FENCE

BM "07-304-01"

EL= 73.41'

N = 1287713.9001' E = 627441.6084'

12" CMP

24" CMP15" CMP

36" R

CP

36" R

CP

INV. EL. = 67.13'INV. EL. = 67.93'

18"

18"

INV. EL. = 71.22'

INV. EL. = 71.36' INV. EL. = 74.19'

INV. EL. = 73.65'

INV. EL. = 74.64'

INV. EL. = 74.53' 3' WOOD

STAT FENCE

LIMITS OF MAINTENANCE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. EDGE OF

PAVEMENT

LIMITS OF COUNTY

MAINTENANCE

FENCELINE

REGRADE 49 LF OF DITCH PER

TYPICAL SECTION 5-5 AT 4.67%

BETWEEN BEGIN CONST. (W)

AND PROP. PIPE INVERT (E)

INV. 69.30 (W)

INV. 71.60 (E)

REMOVE

EXIST. PIPE

CONST. 24 LF OF 14"x23" ERCP

INV. 71.60 (W)

INV. 71.80 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

REGRADE 71 LF OF DITCH PER

TYPICAL SECTION 6-6 AT 2.62%

BETWEEN PROP. PIPE INVERT (W)

EXIST. PIPE INVERT (E)

INV. 71.80 (W)

INV. 73.65 (E)

REGRADE 39 LF OF DITCH PER

TYPICAL SECTION 6-6 AT 2.12%

BETWEEN EXIST. PIPE INVERT (W)

PROP. PIPE INVERT (E)

INV. 74.19 (W)

INV. 75.00 (E)

GRADE TO EXIST.

PIPE INVERT EL. 73.65

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 74.19

(PIPE TO REMAIN)

CONST. 24 LF OF 14"x23" ERCP

INV. 75.00 (W)

INV. 75.40 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

0+00

1+00

2+00

3+00

CONST.

SITE 2-6

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=1+01.80

O/S=17.78

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=1+30.49

O/S=17.28

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=2+67.33

O/S=19.47

REFERENCE

LOCATION

PER FDOT

INDEX 430-022

STA=2+96.01

O/S=19.73

BEGIN CONST.

SITE 2-6-S

STA=0+48.92

O/S=19.07

N 89° 28' 30

" E

BEGIN

CONSTRUCTION

SITE 2-6

STA 0+00.00

N: 1287727.8742

E: 627455.4830

CONST. ENDWALL

PER FDOT INDEX 430-030

REFERENCE LOCATION

STA=0+36.17

O/S=15.20

EXTEND EXIST. 36" RCP

TO ENDWALL LOCATION

30" CMP

CONC. PAD W/ SEWER

VALVE, ARV AND FOUR

(4.5' TALL) BOLLARDS

AROUND

INV. EL. = 76.28'INV. EL. = 75.59'

REGRADE 31 LF OF DITCH PER

TYPICAL SECTION 6-6 AT 1.97%

BETWEEN PROP. MES STRUCTURES

INV. 75.60 (W)

INV. 76.20 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. EDGE OF

PAVEMENT

LIMITS OF COUNTY

MAINTENANCE

REGRADE 397 LF OF DITCH PER

TYPICAL SECTION 7-7 AT 2.65%

BETWEEN PROP. MES STRUCTURES

INV. 77.00 (W)

INV. 87.50 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

FENCELINE

3+00

4+00

5+00

6+00

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=3+39.13

O/S=19.96

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=3+68.19

O/S=18.73

CONST.

SITE 2-6

CENTERLINE PI

STA=3+93.98

O/S=20.64

EXIST. DITCH

TOP OF BANK

20"

24"

18" RCP

INV. EL. = 87.58'INV. EL. = 86.82'

LIMITS OF MAINTENANCE

LIMITS OF COUNTY

MAINTENANCE

EXIST. EDGE OF

PAVEMENT

REGRADE 397 LF OF DITCH PER

TYPICAL SECTION 7-7 AT 2.65%

BETWEEN PROP. MES STRUCTURES

INV. 77.00 (W)

INV. 87.50 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

CONST. 40 LF OF 24" RCP

INV. 87.50 (W)

INV. 88.40 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

REMOVE

EXIST. PIPE

X

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=7+80.42

O/S=20.20

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=8+28.36

O/S=20.64

CONST.

SITE 2-6

24" RCP

INV. EL. = 91.35'

INV. EL. = 90.89'

INV. EL. = 91.40'

24" R

CP

36"

INV. EL. = 93.52'

INV. EL. = 94.12'

24" CMP

TBM 2

EL. = 95.42'

N = 1287724.2342'

E = 628583.2704'

4' CHAIN LINK FENCE

CONST. 4 LF OF 24" RCP

INV. 91.46 (W)

INV. 91.50 (E)

CONST. 32" LF OF 19"x30" ERCP

INV. 93.70 (W)

INV. 93.80 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

REGRADE 195 LF OF DITCH PER

TYPICAL SECTION 9-9 AT 0.75%

BETWEEN PROP. PIPE INVERT (W)

AND END TYP. SEC 9-9 (E)

INV. 93.80 (W)

INV. 95.24 (E)

CONST. 5 FT BERM AT 94.50 PER

TYPICAL SECTION 8-8 AND 4:1 SLOPES

ON THE EAST AND WEST SIDES

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

MATCH EXIST.

GRADE

REMOVE

EXIST. PIPE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

FENCELINE

LIMITS OF COUNTY

MAINTENANCE

EXIST. DITCH

TOP OF BANK

EXIST. EDGE OF

PAVEMENT

10+00

11+00

12+00

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=9+98.07

O/S=15.73

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=10+60.12

O/S=17.80

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=10+97.40

O/S=18.11

CONST.

SITE 2-6

CONST. MH TYPE 7 (ALT. A 3.5'x3.5')

PER FDOT INDEX 425-001 AND 425-010

REFERENCE LOCATION

STA=9+88.38

O/S=15.64

RIM EL. = 94.50

CONST. 5 LF

OF 24" RCP

INV. 91.35 (W)

INV. 91.46 (E)

CONST. 9 LF OF 24" RCP

INV. 91.40 (N)

INV. 91.41 (S)

EXIST. DITCH

TOP OF BANK

EXISTING DITCH TO REMAIN

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=9+56.94

O/S=16.42

4"

4"

8"

8"

30"

INV. EL. = 97.03'

INV. EL. = 96.60'

24" CMP

8"

END TYP. SEC 9-9

N = 1287723.89

E = 628752.69

INV. = 95.24

REGRADE 195 LF OF DITCH PER

TYPICAL SECTION 9-9 AT 0.75%

BETWEEN PROP. PIPE INVERT (W)

AND END TYP. SEC 9-9 (E)

INV. 93.80 (W)

INV. 95.24 (E)

REGRADE 222 LF OF DITCH PER

TYPICAL SECTION 10-10 AT 0.75%

BETWEEN END TYP. SEC 9-9 (W)

AND PROP. MES (E)

INV. 95.24 (W)

INV. 96.90 (E)

LIMITS OF COUNTY

MAINTENANCE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

FENCELINE

EXIST. EDGE OF

PAVEMENT

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

REGRADE 33 LF OF DITCH PER

TYPICAL SECTION 10-10 AT 0.59%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. MES (E)

INV. 97.50 (W)

INV. 97.70 (E)

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

13+00

14+00

15+00

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=15+25.24

O/S=12.56

CENTERLINE PI

STA=14+98.73

O/S=15.16

CONST.

SITE 2-6

N 89° 2

8' 30" E

PI STA. 13+50.00

N: 1287740.2462

E: 628805.4263

CENTERLINE PI

STA=13+50.05

O/S=15.86

PT 3005

SET NAIL

EL. = 100.34'

N = 1287737.4830'

E = 629155.8570'

6"

40"

12"

10"

14" 10"

18" RCP

INV. EL. = 97.61'

INV. EL. = 97.23'

INV. EL. = 97.39'

LIMITS OF MAINTENANCE

15" CMP

INV. EL. = 98.50'

5' BARBED WIRE

& HOG WIRE FENCE

ARV

ARV

ARV

REGRADE 33 LF OF DITCH PER

TYPICAL SECTION 10-10 AT 0.59%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. MES (E)

INV. 97.50 (W)

INV. 97.70 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

FENCELINE

REGRADE 361 LF OF DITCH PER

TYPICAL SECTION 11-11 AT 1.55%

BETWEEN PROP. MES (W) AND

EXIST. PIPE INVERT (E)

INV. 97.90 (W)

INV. 103.49 (E)

TIE IN TO

EXIST. GRADE

FENCELINE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

LIMITS OF COUNTY

MAINTENANCE

EXIST. EDGE OF

PAVEMENT

16+00

17+00

18+00

19+00

CONST.

SITE 2-6

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=16+19.10

O/S=13.74

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=16+66.00

O/S=14.12

PT 3004 / SET NAIL

EL. = 105.27'

N = 1287742.9630'

E = 629560.3370'

18"

PT 3007/ SET NAIL

EL. = 103.68'

N = 1287740.9248'

E = 629409.8983'

50"

20"

20"

20"

12" H.D.P.E. INV. EL. = 103.99'INV. EL. = 103.49' INV. EL. = 104.42' INV. EL. = 104.46'

15" CMP

GRADE TO EXIST. PIPE

INVERT EL. 103.49

(PIPE TO REMAIN)

GRADE TO EXIST. PIPE

INVERT EL. 103.99

(PIPE TO REMAIN)

REGRADE 361 LF OF DITCH PER

TYPICAL SECTION 11-11 AT 1.55%

BETWEEN PROP. MES (W) AND

EXIST. PIPE INVERT (E)

INV. 97.90 (W)

INV. 103.49 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXISTING DITCH TO REMAIN

SEE TYP. SEC 12-12

REGRADE 97 LF OF DITCH PER

TYPICAL SECTION 13-13 AT 0.62%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. PIPE INVERT (E)

INV. 104.40 (W)

INV. 105.00 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. EDGE OF

PAVEMENT

LIMITS OF COUNTY

MAINTENANCE

X

O/S=-35.30

CONST.

SITE 2-6

O/S=-31.59

CONST. 24 LF OF 14"x23" ERCP

INV. 104.40 (W)

INV. 104.50 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=21+28.13

O/S=14.33

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=21+56.81

O/S=14.02

LIMITS OF MAINTENANCE

16"

12"

22"

REGRADE 97 LF OF DITCH PER

TYPICAL SECTION 13-13 AT 0.62%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. PIPE INVERT (E)

INV. 104.40 (W)

INV. 105.00 (E)

CONST. 24 LF OF 14"x23" ERCP

INV. 105.00 (W)

INV. 105.10 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

EXIST. EDGE OF

PAVEMENT

REGRADE 115 LF OF DITCH PER

TYPICAL SECTION 14-14 AT 1.74%

BETWEEN PROP. PIPE INVERTS

INV. 105.10 (W)

INV. 107.10 (E)

REGRADE 188 LF OF DITCH PER

TYPICAL SECTION 14-14 AT 1.21%

BETWEEN PROP. PIPE INVERT (W)

AND EXIST. PIPE INVERT (E)

INV. 107.20 (W)

INV. 109.47 (E)

CONST. 24 LF OF 14"x23" ERCP

INV. 105.00 (W)

INV. 105.10 (E)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

LIMITS OF COUNTY

MAINTENANCE

23+00

24+00

25+00

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=22+60.72

O/S=11.59

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=22+89.40

O/S=11.85

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=24+11.57

O/S=11.74

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=24+40.25

O/S=11.42

CONST.

SITE 2-6

TBM S14

EL. = 110.07'

N = 1287739.3848'

E = 630110.2538'

20"

20"

14"

12"

4"

INV. EL. = 109.47'

10" STEEL PIPE

INV. EL. = 109.65' 5' BARBED WIRE FENCE

SET NAIL

EL. = 111.50'

N = 1287747.2180'

E = 630186.7130'

ENSURE EXIST. PIPE IS

CLEAR OF SEDIMENT

AND DEBRIS

EXIST. EDGE OF

PAVEMENT

REGRADE 188 LF OF DITCH PER

TYPICAL SECTION 14-14 AT 1.21%

BETWEEN PROP. PIPE INVERT (W)

AND EXIST. PIPE INVERT (E)

INV. 107.20 (W)

INV. 109.47 (E)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

LIMITS OF COUNTY

MAINTENANCE

26+00

27+00

CONST.

SITE 2-6

STA=26+31.55

O/S=11.30

END CONST.

SITE 2-6-S

STA=26+31.55

O/S=11.30

END

CONSTRUCTION

SITE 2-6

STA 27+00.00

N: 1287752.6181

E: 630155.3696

CONST.

SITE 2-6

ENSURE EXIST. PIPE IS

CLEAR OF SEDIMENT

AND DEBRIS

5' Min. Shoulder

Sod (See Opposite)

Sod (See Index 446-001)

Mitered End Section

(See Opposite)

F.L. Rdwy. Ditch

Drainage Pipe

FL

Mitered End Section

(See Index 430-022)

Width (Varies)

S t d

S t d

Varies-Determined By Slope Intercept

DRIVEWAY REPLACEMENT (FDOT

INDEX 330-001)

N.T.S.

5' Min. Shoulder

*CONTRACTOR SHALL ENSURE ALL REMAINING EXISTING PIPE IS

CLEAR OF SEDIMENT AND DEBRIS.

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