contract plans components state of florida

25

13

2

Exit

81Exit

L.

Lancaster

TOLL

408

526

527

4

X:\P\43219315201_Terry\roadway\KEYSRD01.dgnGuzmanV 12/18/2019 2:01:41 PM Default

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

NO.

SHEET

YEAR

FISCAL

FINANCIAL PROJECT ID

ORANGE COUNTY (75280)

1

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

CONTRACT NO.

CONSTRUCTION

SHEET DESCRIPTIONSHEET NO.

JENNIFER VREELAND

FDOT PROJECT MANAGER:

INDEX OF ROADWAY PLANS

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

ENGINEER OF RECORD:

ROADWAY PLANS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

for Road and Bridge Construction at the following website:

Florida Department of Transportation, JULY 2019 Standard Specifications

GOVERNING STANDARD PLANS:

T-23-S

T-22-S

LIGHTING PLANS

INTELLIGENT TRANSPORTATION SYSTEMS PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

N

PRELIMINARY CONTRACT PLANS

T-23-S

T-22-S

STA. 199+85.65

BEGIN PROJECT

STA. 220+41.47

END PROJECT

VENDOR NO. 59-2986466-002

CONTRACT NO.

(407) 893-5851

ORLANDO, FLORIDA 32801

301 E. PINE ST, SUITE 350

RS&H, INC.

P.E. LICENSE NUMBER 54461

RENATO S. GONZALEZ

Component

Standard Plans for Bridge Construction are included in the Structures Plans

Applicable IRS: IR536-001-01, IR521-001-01

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2019-20 Standard Plans for Road and

TO SANFORD

TO E. ORANGE CO.

TO LAKELAND

TO W. ORANGE CO.

W Gore St

W Anderson St

E

1

WEST GORE STREET TO WEST ANDERSON STREET

TERRY AVENUE PRELIMINARY PLANSROADWAY SOIL SURVEY

CROSS SECTIONS

ROADWAY PROFILES

ROADWAY PLANS

GENERAL NOTES

TYPICAL SECTION

DRAINAGE MAP

KEY SHEET

signed and sealed document.

These sheets are contained in a separate digitally

only to indicate that it is part of the Roadway Plans.

* These sheets are included in the Index of Roadway Plans

GR1-GR2*

15-41

11-14

7-10

6

3-5

2

1

LOCATION OF PROJECT

200+00 205+00 210+00 215+00 220+00

100

105

110

200

Feet

0 50

N

1" = 5' Vertical

1" = 200' Horizontal

SCALE:

assist construction personnel with drainage concerns.

PURPOSES. This sheet is in the plans for documentation and to

DO NOT USE THE INFORMATION ON THIS SHEET FOR CONSTRUCTION

FLOW ARROWS

SUBBASIN DIVIDES

BASIN DIVIDES

LEGEND

S-XXXSTRUCTURE

PROP. DRAINAGE

STRUCTURE

EXIST. DRAINAGEX-XX

SR 408

AVONDALE AVE.

LO

NG S

T.

9595

100

105

110

54" PIPE

ST.

CA

RT

ER

DRAINAGE MAP

99.36

FL

97.72

FL

96.92

FL 97.95

FL

54" PIPE

FL 102.90

24" PIPE

FL 99.35

18" PIPE

CO

NLE

Y S

T.

AN

DE

RS

ON

AV

E.

S26 T22S R29

E

S35 T22S R29

E

STA. 199+85.65BEGIN PROJECT

STA. 220+41.47END PROJECT

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

200+51.50

POND/BASIN P-10-2

TERRY NORTH BASIN

TERRY SOUTH BASIN

(25YR-24HR ±104.23')

(Basin Area 2.01 AC.)

(Pond Area 1.04 AC.)




ZL RILEY PARK BASIN

POND P-12(25YR-24HR ±103.83')

S PARRAMORE AVE.

GO

RE S

T.



CERTIFICATE OF AUTHORIZATION 5620

JEFFREY S. GLENN, P.E.


RS&H, INC.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

ROAD NO. PROJECT NO.

NO.

SHEET

TERRY AVE.

SS

SS

SS

ST

S

ST

S

ST

S

ST

S

ST

S

ST

S

ST

S

ST

S

ST

S

ST

SS

TS

ST

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS

18"

18"

18"

29"

X 45" 15"

36"

36"

18"

15"

15"

15"

15"

15"

15"

15"

15"

15"

54"

54"

42"

54"

54"

54"

54"

15"

54"

15"

15"

15"

15"

36"

36"

15"

15"

15"

18"

18"

18"

54"

30"

15"

15"

15"

30"

24"

15"

43"X68"

15"

15"

24"

ST

S

42"

54"

106.5

922

N IN

V=99.2

8

CO

NC

EN

DW

ALL

43"x68" E

RCP

EN

DW

ALL

RE

MO

VE

D

SD

WATER

WATER

WATER

WATER

WATER

SD

SD

SDS

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

105.40

105.32

105.28

105.33

105.28

105.34

106.20

106.42

106.22

106.19

106.20

105.49

105.00

105.34

105.37

105.51

200205

210215

220

20

30

40

50

20

105 105105 105105 105

2

\\rsandh.com\files\Transportation\P\43219315201_Terry\roadway\TYPSRD01.DGNGuzmanV 12/18/2019 11:46:35 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA





RENATO J. GONZALEZ, P.E.


RS&H, INC.

0.020.04 0.04

0.02 0.020.02 0.020.02

SWK

7' 6' 10'

SOD

7'-4"

10'10' 6' 12'

LANE

TRAVEL

LANE

TRAVEL

TRAIL

MULTI-USE

NATURAL GROUND

LBR 40TYPE B STABILIZATION


CURBTYPE A

¡ TERRY AVENUE

PARKING

STREET

ON-

PARKING

STREET

ON-MEDIAN

DESIGN SPEED = 25 MPH

K = N/A D = N/A T = N/A (24 HOUR)

ESTIMATED DESIGN YEAR = 2045 AADT = N/A

ESTIMATED OPENING YEAR = 2025 AADT = N/A

= 2018 AADT = N/ACURRENT YEAR

TRAFFIC DATA - TERRY AVENUE

NEW CONSTRUCTION (TERRY AVENUE)

") (PG 76-22 ARB)21

FRICTION COURSE FC-12.5 (TRAFFIC LEVEL C) (1

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")

OPTIONAL BASE GROUP 6 WITH

R/W VARIES 43' MIN.) R/W VARIES (127' MIN.)

4" 4"4"

12"

12"

PGP

0.02 0.02

TYPICAL SECTIONS

CURBTYPE A

4"

R/W LINE

LIMIT OF CONSTRUCTION

R/W LINE

1:4

LIMIT OF CONSTRUCTION

2' MIN.

SOD SOD

2' MIN.

VARIES 30'-37' VARIES 35'-42'

STANDARD CLEARING AND GRUBBING

SOD

ZONE

TURE

FURNI-

SOD

ZONE

TURE

FURNI-

0'-7'

VARIES

0'-7'

VARIES

VARIES 65'-79'

2' LEVEL

2' LEVEL

VARIES 30'-37'

GROUNDNATURAL

1:4

CURB & GUTTERTYPE F CURB & GUTTER

TYPE F

W. GORE ST. TO CARTER ST.

TERRY AVENUE

TYPICAL SECTION

STA. 206+50.69 TO STA. 212+21.96

STA. 199+85.65 TO STA. 206+30.69

3



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

0.02 0.020.040.04

0.02 0.02

0.02 0.020.02 0.02

7'

30'

65'

35'

10'6' 10'

MEDIAN

10' 6' 12'

SOD

7'-4"

30'

10' 10'6'

50'

25' 25'

7' 6' 10' 10'

NATURAL GROUND

LANE

TRAVEL

LANE

TRAVEL SWK

SWK SWKLANE

TRAVEL

NATURAL GROUND


GROUNDNATURAL

LANE

TRAVEL

NATURAL GROUND

LBR 40TYPE B STABILIZATIONLBR 40

TYPE B STABILIZATION

CURBTYPE A

TRAIL

MULTI-USE

LANE

TRAVEL SWK

LANE

TRAVEL

LONG STREET

TYPICAL SECTION

CONLEY STREET / CARTER STREET

TYPICAL SECTION

£ TERRY AVENUE

£ LONG STREET

£ CONLEY STREET / CARTER STREET


K = N/A D = N/A T = N/A (24 HOUR)




12" 12"

12"12"

0.02 0.02

12'

TYPE B STABILIZATION LBR 40

STA. 40+00.00 TO STA. 43+68.00

R/W VARIES (34' MIN.)

PGPPGP

4" 4"

4"

4" 4"

4" 4"

4"


0.02 0.02

0.02 0.02 0.02

18'

TRAFFIC DATA

NEW CONSTRUCTION

") (PG 76-22 ARB)21

FRICTION COURSE FC-12.5 (TRAFFIC LEVEL C) (1

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2")


TYPICAL SECTIONS

SOD SOD

2' MIN.


2' LEVEL 2' LEVEL

2' MIN. SOD

ZONE

TURE

FURNI-

SOD

ZONE

TURE

FURNI-

1:4

& GUTTERTYPE F CURB

CURB & GUTTERTYPE F

SOD

2' MIN.

LEVEL

2'

R/W VARIES (16' MIN.)R/W VARIES (34' MIN.)

LEVEL

2' 2' MIN.

SOD

SOD

2' MIN.

LEVEL

2'

1:4

1:4

1:4


R/W VARIES (19' MIN.)R/W VARIES (27.88' MIN.)

0'-6'

VARIES

5'-7'

VARIES

SOD

ZONE

TURE

FURNI-

SOD

ZONE

TURE

FURNI-

1:4

LEVEL

2'

1:4

2' MIN.GROUNDNATURAL

1:4

GROUNDNATURAL

CURB & GUTTERTYPE F

CURB & GUTTERTYPE F

CURB & GUTTERTYPE F

CURB & GUTTERTYPE F

PGP

CARTER STREET TO ANDERSON STREET

TERRY AVENUE

TYPICAL SECTION

STA. 213+41.96 TO STA. 220+41.47

STA. 30+00.00 TO STA. 34+26.92 CARTER ST. E

STA. 20+00.00 TO STA. 23+70.09 CARTER ST. W

STA. 16+00.00 TO STA. 20+35.99 CONLEY ST.

4



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

CENTER OF ROUNDABOUT


K = N/A D = N/A T = N/A (24 HOUR)




27'-4"

0.02

APRON

TRUCK

APRON

TRUCK

9'-9"

0.02

TRAVEL LANE

20'

TRAVEL LANE

20'

SWK

7' 6'

NATURAL GROUND

SWK

7'6'

54'-8"

STANDARD CLEARING OF GRUBBING

4" 3" 4"3"

12"12"

0.02 0.020.020.020.02 0.02 0.020.02

27'-4" 9'-9"

12"12"

TYPICAL SECTIONS

SOD

ZONE

TURE

FURNI-

SOD

ZONE

TURE

FURNI-

GROUNDNATURAL

1:4

LEVEL

2'

2' MIN.2' MIN.

LEVEL

2'

SOD

1:4

1:4

SOD

NEW CONSTRUCTION (TRUCK APRON)

STA. 212+21.96 TO STA. 213+41.96 £ TERRY AVE.

STA. 206+30.69 TO STA. 207+50.69 £ TERRY AVE.

4" 4" 4"4"

CURB & GUTTERTYPE F

TYPE D CURB TYPE D CURB

CURB & GUTTERTYPE F

CURB & GUTTERTYPE RA

CURB & GUTTERTYPE RA

0.04 0.04

GRADE CONTROLGRADE CONTROL

NEW CONSTRUCTION (ROUNDABOUT)

TYPE B STABILIZATION LBR 40TYPE B STABILIZATION LBR 40

0.02 0.02

6'

SWKLANE

TRAVEL

NATURAL GROUND


GROUNDNATURAL

LANE

TRAVEL

12"

0.02 0.02PGP

4" 4"

0.02

2' MIN.

SOD

2' MIN.

LEVEL

2'

1:4

1:4


0'-6'

VARIES

5'-7'

VARIES

SOD

ZONE

TURE

FURNI-

1:4

CURB & GUTTERTYPE F

CURB & GUTTERTYPE F

TRAFFIC DATA

TYPICAL SECTION - ROUNDABOUT

STA. 50+00.00 TO STA. 50+96.42

AVONDALE AVE.

TYPICAL SECTION

12' 12'

SOD

£ AVONDALE AVENUE

18' VARIES 19'-27'

R/W VARIES (19' MIN.)

VARIES 37'-45'

FRICTION COURSE FC-12.5 (TRAFFIC LEVEL C) (PG 76-2ARB)

TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C) (2")


12' CONCRETE PAVEMENT (AMS-STD-595-21105 RED)


5

X:\P\43219315201_Terry\roadway\GNNTRD01.dgnGuzmanV 12/18/2019 11:46:37 AM Default


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

5. SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE:

TELEPHONE NUMBERSCONTACTCOMPANY4. UTILITY/AGENCY OWNERS:

POINTS HAVE NOT BEEN VERIFIED.

VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE

ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE

3. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh)

SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON

2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER

1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAL DATUM OF 1988 (NAVD 88).

GENERAL NOTES

GENERAL NOTES

6

\\rsandh.com\files\Transportation\P\43219315201_Terry\roadway\PLANRD01.dgnGuzmanV 12/18/2019 11:46:52 AM Default


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

CURVE DATA T1

PI STA. = 202+59.99

T = 113.70

L = 227.16

R = 2,000.00

PC STA. = 201+46.29

PT STA. = 203+73.45

CURVE DATA T2

PI STA. = 204+85.69

T = 112.24

L = 224.25

R = 2,000.00

PC STA. = 203+73.45

PT STA. = 205+97.70

200 201

PC S

TA.

201

+46.2

9

202203

PR

C S

TA.

203

+73.4

5

204205

= NCe= NCe

TERRY AVE.

GO

RE S

T.

ERESKEN AVE.

WILLIS S

T.

PARRAMORE AVE.

R/W LINE

R/W LINE

R/W LINE

T-2

T-1

£ TERRY

(4" CONC.)

12' SHARED USE PATH

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

TYPE A CURB

7' CONC. SIDEWALK (4")

DRIVEWAY (6" CONC.)

ASPHALT TURNAROUND

17'

23.5'

17'

16.5'

16.5'

10'

10'

10'

£ TERRY STA. 200+73.58

MEET EXIST.

BEGIN CONST.

STA. 199+85.65

BEGIN PROJECT

ST

S

ST

SS

TS

ST

S

N

50

Feet

0 10

MA

TC

HLIN

E S

TA 205

+60.0

0

ROADWAY PLAN (1)

106.5

922

7

\\rsandh.com\files\Transportation\P\43219315201_Terry\roadway\PLANRD02.dgnGuzmanV 12/18/2019 11:46:53 AM Default


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

POT STA. 16+00.00

16 17 18 19 20POT STA. 20+35.99

PT S

TA.

205

+97.7

0

206

207

PC S

TA.

207

+66.7

5

208

209

CURVE DATA T3

PI STA. = 208+80.01

T = 113.26

L = 225.10

R = 819.00

PC STA. = 207+66.75

PT STA. = 209+91.85

CURVE DATA T2

PI STA. = 204+84.60

T = 113.34

L = 226.44

R = 2,000.00

PC STA. = 203+71.26

PT STA. = 205+97.70

= NCe = NCe

SD

SD

SD

SD

SD

106.20

106.42

106.22

106.19

106.20

TE

RR

Y

AV

E.

CONLEY STREET

CALLAHAN DR

PA

RR

AM

OR

E

AV

E.

AV

ON

DA

LE

AV

E.

£ CONLEY STA. 20+35.99

MATCH EXIST.

END CONST.


£ TERRY STA. 206+90.69 =

R/W LINE

R/W LINE

R/W LINE

T-3

T-2

£ TERRY

£ CONLEY

(4" CONC.)

12' SHARED USE PATH

TYPE A CURB

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

TYPE A CURB

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

TYPE RA CURB

TYPE D CURB



ASPHALT TURNAROUND

24'

24'

17'17'

26'R

26'R

(4" CONC.)

12' SHARED USE PATH


MEET EXIST.

BEGIN CONST.

10'

STS

STS

STS

STS

STS

STS

SAN SAN

WATER

WATER

UNKNOWN UTILITY

SAN

SAN

MATCHLINE STA 205+60.00

N

ROADWAY PLAN (2)

50

Feet

0 10MATCHLINE STA 209+30.00

8

\\rsandh.com\files\Transportation\P\43219315201_Terry\roadway\PLANRD03.dgnGuzmanV 12/19/2019 5:50:11 PM Default


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

POT STA. 34+26.9

2

33

34 SAN

PR

C S

TA.

209

+91.8

5

210

211

212

PT S

TA.

212+17.7

3

213

214

CURVE DATA T4

PI STA. = 211+05.51

T = 113.66

L = 225.89

R = 819.00

PC STA. = 209+91.85

PT STA. = 212+17.73

PRC STA. 21+65.86

20

2122 23

20+00.00

POT STA.PC STA. 20

+53.15

23+55.85

PT STA.

CURVE DATA CW2PI STA. = 22+61.28

L = 189.99

T = 95.42

R = 819.00PC STA. = 21+65.85PT STA. = 23+55.85

CURVE DATA CW1

PI STA. = 21+09.85

T = 56.71

L = 112.71

R = 412.00

PC STA. = 20+53.15

PT STA. = 21+65.85

30

31

32

33

PC STA.

30+6

3.35

PT STA.

31+8

1.01

CURVE DATA CE1

PI STA. = 31+22.20

T = 58.84

L = 117.66

R = 2,000.00

PC STA. = 30+63.35

PT STA. = 31+81.01

CURVE DATA A1

PI STA. = 50+43.08

T = 43.08

L = 81.36

R = 100.00

PC STA. = 50+00.00

PT STA. = 50+81.36

50

50+00.0

0

PC S

TA.

50+81.3

6P

T S

TA.POT

STA. 50

+96.4

2

= NCe

= NCe

= NCe

= RCe = NCe

TE

RR

Y A

VE.

CARTER ST.

PA

RR

AM

OR

E A

VE.

AV

ON

DA

LE A

VE.

£ CARTER W STA. 20+15.51

MATCH EXIST.

BEGIN CONST.

£ CARTER_W STA. 23+70.09

£ TERRY STA. 212+81.96 =

£ CARTER_E STA. 30+00.00

£ TERRY STA. 212+73.33 =

R/W LINE

R/W LINE

CW-1

CW-2

CE-1

T-4

T-3

£ CARTER W

£ CARTER E

£ AVONDALE

£ TERRY

(4" CONC.)

12' SHARED USE PATH

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

TYPE A CURB

CURB & GUTTER

TYPE F CURB & GUTTER

TYPE F

TYPE A CURB



DRIVEWAY (6" CONC.)

17' 17'

10'

10'

10' 10'

26'R

26'R

26'R

26'R

10'

10'

10'

£ AVONDALE STA. 50+00.00

MEET EXIST.

BEGIN CONST.

A1

£ CARTER_E STA. 32+18.77 =

END £ AVONDALE STA. 50+96.42

STS

STS

SS

SS

WATER

WATER

SAN

SAN

WATER

SAN

WATER

MATCHLINE STA 209+30.00

MATCHLINE STA 21

3+90.00

MA

TC

HLIN

E S

TA 403

+00.0

0

CARTER ST.

INSET (1)

SE

E "I

NS

ET (1)"

MA

TC

HLIN

E S

TA 403+00.0

0

N50

Feet

0 10

ROADWAY PLAN (3)

24'

£ CARTER E STA. 210+77.17

MATCH EXIST.

END CONST.

9

\\rsandh.com\files\Transportation\P\43219315201_Terry\roadway\PLANRD04.dgnGuzmanV 12/18/2019 1:46:05 PM Default


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.








RS&H, INC.

PC S

TA.

40+85.5

8

PR

C S

TA.

41+71.8

5

214

215

PC STA. 2

15+45.1

7

216217

PT STA. 217+81.02

218

PC STA. 218+46.95

219 220

CURVE DATA T5

PI STA. = 216+64.96

T = 119.79

L = 235.85

R = 546.00

PC STA. = 215+45.17

PT STA. = 217+81.02

PC STA. 220+13.10

CURVE DATA T6

PI STA. = 219+30.68

T = 83.72

L = 166.15

R = 546.00

PC STA. = 218+46.95

PT STA. = 220+13.10

218

40

41

42

43

CURVE DATA L1

PI STA. = 41+28.75

T = 43.17

L = 86.27

R = 820.00

PC STA. = 40+85.58

PT STA. = 41+71.85

CURVE DATA L2

PI STA. = 42+70.57

T = 98.73

L = 196.16

R = 698.00

PC STA. = 41+71.85

PT STA. = 43+68.00

= RCe = RCe

= RCe= NCe

WATER

WATER

TERRY AVE.

LO

NG A

VE.

SR 408 E

B

PARRAMORE AVE.

AN

DE

RS

ON S

T.

R/W LINE

T-5

T-6

L-1

L-2

£ TERRY

£ LONG

(4" CONC.)

12' SHARED USE PATH

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F

CURB & GUTTER

TYPE F


15'

15'

20'

CURB & GUTTER

TYPE F

10'

10'

10'10'

35'R 45'R

29'R

55'R

15'R 15'R

£ LONG STA. 40+00.00

MEET EXIST.

BEGIN CONST.

TYPE A CURB

STA. 220+41.47

END PROJECT

£ TERRY STA. 220+17.27

MEET EXIST.

END CONST.

£ LONG STA. 43+68.00

£ TERRY STA. 216+51.94 =

OR PATH

BACK OF CURB TO BACK OF SIDEWALK (4" CONC.)

PAVE AREA UNDER BRIDGES FROM

SS

SS

SS

WA

TE

R

WA

TE

R

SA

N

EXP

RESS

WA

Y A

UT

HORIT

Y

SR 408

WB

N

50

Feet

0 10

ROADWAY PLAN (4)

MA

TC

HLIN

E S

TA 213+90.0

0

10






RS&H, INC.

X:\P\43219315201_Terry\roadway\PROFRD01.dgnGuzmanV 12/18/2019 11:46:56 AM Default


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.



ROADWAY PROFILE

106.6

3

PI +00.0

0

EL.

107.5

0

(+) 0.339% (-) 0.448%

100' V.C.

K = 127

PI +30.6

9

EL.

106.4

7

(-) 0.448% (+) 1.000%

100' V.C.

K = 69

+50.0

0 E

L.

107.3

3

+50.0

0 E

L.

107.2

8

107.3

6

107.4

0

107.4

1

107.3

8

107.3

2

+80.6

9 E

L.

106.6

9

+80.6

9 E

L.

106.9

7

106.6

3

106.6

3

106.6

8

106.7

9

100

105

110

+30.6

9 E

L.

107.4

7

e=NC

106.2

5

£ TERRY

PROFILE GRADE LINE AT

£ TERRY

EXIST. GROUND LINE AT

EL. 106.63

STA 200+42.17

BEGIN PROFILE

EL. 107.47

STA 206+30.69

END PROFILE

SEE PLANSCONLEY ST. ROUNDABOUT

STA 199+85.65

BEGIN PROJECT

107.0

4

PI +50.0

0

EL.

105.4

8

(-) 1.000% (+) 1.853

%

100' V.C.

+00.0

0 E

L.

105.9

8

+00.0

0 E

L.

106.4

0

105.8

3

105.8

1

105.8

9

106.0

9

106.4

0

+50.6

9 E

L.

107.4

7

+21.9

6 E

L.

110.5

2

+41.9

6 E

L.

110.5

2

e=NC

EL. 107.47

STA 207+50.69

BEGIN PROFILE

EL. 110.52

STA 213+41.96

BEGIN PROFILE

EL. 110.52

STA 212+21.96

END PROFILE

(-) 1.000%

108.2

3

106.2

5

£ TERRY


£ TERRY


SEE PLANSROUNDABOUTCONLEY ST.

CARTER ST ROUNDABOUT SEE PLANS

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00

213+00212+00211+00210+00209+00208+00207+00 214+00

105

110

115

105

110

115

105

110

115

105

110

115

1" = 5' Vertical

1" = 50' Horizontal

SCALE:

1" = 5' Vertical

1" = 50' Horizontal

SCALE:

TERRY AVENUE

TERRY AVENUE

11






RS&H, INC.



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.



ROADWAY PROFILE

PI +50.0

0

EL.

107.4

4

(-) 1.000% (-) 1.305%

100' V.C.

K = 328

PI +50.0

0

EL.

103.5

2

(-) 1.305% (+) 1.000%

100' V.C.

K = 43

104.2

2

+00.0

0 E

L.

107.9

4

+00.0

0 E

L.

106.7

8

107.7

3

107.5

1

107.2

8

107.0

4

+00.0

0 E

L.

104.1

7

+00.0

0 E

L.

104.0

2

103.9

6

103.8

4

103.8

1

103.8

7

e=NC NC TO RC

LT SE TRANSITION

RT e=NC RT e=NC

LT e=RC

RC TO NC

LT SE TRANSITION

RT e=NC

NC TO RC

RT SE TRANSITION

LT e=NC

RT e=RC

RT e=NC

+97.1

7

+57.1

7

+69.0

2

+98.9

5

+29.0

2

+58.9

5

+57.2

7

+17.2

7

EL. 104.22

STA 220+20.00

END PROFILE

108.2

3108.2

3

£ TERRY


£ TERRY


LT SE TRANSITION

RT SE TRANSITION

ST. EOP

MEET ANDERSON

ST. EOP

MEET ANDERSON

104.2

2

STA 220+41.47

END PROJECT

100

105

110

(+) 1.500%

106.6

6

PI +90.0

0

EL.

105.4

2

(-) 2.790%(+) 0.500%

90' V.C.

+45.0

0 E

L.

106.6

8

+35.0

0 E

L.

105.6

5

106.3

0

105.9

2

105.6

9

105.6

1

+96.5

2 E

L.

107.4

7

+16.5

2 E

L.

107.4

7

e=NC

£ CONLEY


£ CONLEY


e=NC

EL. 106.66

STA 17+42.29

BEGIN PROFILE

EL. 107.47

STA 19+16.52

BEGIN PROFILE

EL. 105.65

STA 20+35.99

END PROFILE

EL. 107.47

STA 17+96.52

END PROFILE

CONLEY ST ROUNDABOUT

SEE PLANS

106.3

1

106.6

8

105.7

2

214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00

105

110

105

110

1" = 5' Vertical

1" = 50' Horizontal

SCALE:

TERRY AVENUE

100 100

CONLEY ST

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00

105

110

105

110

115 115

12






RS&H, INC.



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.



ROADWAY PROFILE

100

105

110

106.0

7

PI +40.0

0

EL.

107.1

2

(+) 0.840% (+) 2.000

%

100' V.C.

+90.0

0 E

L.

106.7

0

+90.0

0 E

L.

108.1

2

106.7

9

107.0

0

107.2

6

107.5

7

107.9

2

+10.0

8 E

L.

110.5

2

e=NCe= 0.0 TO RC

LT SE TRANSITION

e= 0.0 TO NC

LT SE TRANSITION

LT e=RC

RT e=NC

RC TO NC

LT SE TRANSITION

RT e=NC

+16.0

0

+66.0

0

+55.8

6

+05.8

6

EL. 110.52

STA 23+10.08

END PROFILE

EL. 106.07

STA 20+15.22

BEGIN PROFILE

£ CARTER_W


£ CARTER_W


ST. EOP

MEET PARRAMORE

ROUNDABOUT EOP

MEET CARTER ST

106.1

0

105.0

3

100

105

110

PI +70.0

0

EL.

108.3

4

(-) 2.000% (-) 0.750%

100' V.C.

106.4

2

+20.0

0 E

L.

109.3

4

+20.0

0 E

L.

107.9

7

108.9

7

108.6

4

108.3

7

108.1

4

+61.2

0 E

L.

110.5

2

e=NC

£ CARTER_E


£ CARTER_E


EL. 110.52

STA 30+61.20

BEGIN PROFILE

EL. 106.42

STA 34+26.92

END PROFILE

107.7

9

106.9

1

106.4

2

20+00 21+00 22+00 23+00

105

110

105

110

1" = 5' Vertical

1" = 50' Horizontal

SCALE:

CARTER ST

30+00 31+00 32+00 33+00 34+00

105

110

105

110

115 115

115115

CARTER ST

13






RS&H, INC.



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.



ROADWAY PROFILE

100

105

110

PI +80.0

0

EL.

105.1

7

(+) 0.300% (-) 0.596%

104.9

6

PI +05.0

0

EL.

104.4

3

(-) 0.596% (+) 3.0

98%

100' V.C.

PI +10.0

0

EL.

107.6

8

(+) 3.0

98%(+) 0.000%

80' V.C.

107.6

8

+55.0

0 E

L.

104.7

3

+55.0

0 E

L.

105.9

8

104.7

0

104.6

9

104.8

3

105.1

2

105.5

5

+70.0

0 E

L.

106.4

4

+50.0

0 E

L.

107.6

8

106.7

3

107.2

0

107.5

1

107.6

6

e=NC NC TO RC

LT SE TRANSITION

RT e=NC RT e=NC

LT e=RC

+31.8

5

+81.8

5

+03.0

1

+53.0

1

EL. 104.96

STA 40+10.00

BEGIN PROFILE

£ LONG


£ LONG


SE TRANSITION

AVE. EOP

MEET TERRY

EL. 107.68

STA 43+53.01

END PROFILE

105.5

2

105.7

3

100

105

110

(+) 0.996%

106.9

2

e=NC

EL. 106.92

STA 50+00.00

BEGIN PROFILEEL. 107.78

STA 50+86.42

END PROFILE

£ AVONDALE


£ AVONDALE


ST. EOP

MEET CARTER

107.2

9

40+00 41+00 42+00 43+00

105

110

105

110

1" = 5' Vertical

1" = 50' Horizontal

SCALE:

50+00 51+00

105

110

105

110

115 115

115115

LONG ST

AVONDALE ST

14

X:\P\43219315201_Terry\roadway\RDXSRD01.dgnGuzmanV 12/18/2019 11:46:58 AM Rdxsrd_shg

A

Regular Exc. Embankment

AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.40

106.7

4

£ TERRY

1:4

1:4

0.020.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

£ TERRY

1:40.02 0.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

£ TERRY

1:4

1:4

0.020.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

200+73.58

104 104

106 106

108 108

201+00.00

100 100

102 102

104 104

106 106

108 108

110 110

112 112

202+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

PERFORMED BY I-4 ULTIMATE CONTRACTOR.

CONNECTOR ROADS EMBANKMENT TO BE

SHOWN INDICATES EXPECTED REMOVAL OF

ROADS IN PLACE. EXISTING GROUND LINE

WITH EXISTING INTERSTATE CONNECTOR

SOIL BORINGS SHOWN HERE TAKEN

NOTE:

106.37

106.8

3

ABTER-2016

7

GNE 1/18/2016

200+98.99106.26

107.1

7

15


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

1:4

0.02 0.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

£ TERRY

1:4

1:40.02

0.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

203+00.00

100 100

102 102

104 104

106 106

108 108

110 110

112 112

204+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-202*

6

GNE 1/18/2016

202+03.40

106.45

107.4

1

GNE 1/18/2016

6

8

ABTER-203*

202+68.05

107.08

107.0

6

16


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

0.02 0.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

00 2020 4040 6060 8080 100100 120120140

82 82

84 84

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

205+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-204*

6

>

GNE 1/18/2016

204+28.876

GNE 3/25/2016

106.14

106.6

3

0' to 25' = STRATUM 6

203+86.09

TER-204*

17


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:6

1:4

0.020.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

TURNAROUND

ERESKEN AVE.

106.60

107.4

7

£ TERRY

1:4

1:4

0.02 0.02EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

206+00.00

100 100

102 102

104 104

106 106

108 108

110 110

206+30.69

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-205*

6

7

GNE 1/18/2016

204+84.79

106.34

107.1

6

6

1/18/2016 ABTER-206*

206+18.33

18


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.12

107.4

7

£ TERRY

1:4

1:4

0.02 0.02

EXIS

T.

LA R/

W

£ TERRY

1:41

:4

0.02 0.02EXIS

T.

LA R/

W

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

207+50.69

100 100

102 102

104 104

106 106

108 108

110 110

208+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

71/18/2016

ABTER-207*

207+20.07

ABTER-208*

7

1/18/2016

207+85.38

105.19

106.9

8

19


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

0.02 0.02

EXIS

T.

LA R/

W

SE

E P

ON

D P-10-2

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

209+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-209*

6

8

1/18/2016

208+73.39

105.10

105.9

8

20


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

0.020.02

EXIS

T.

LA R/

W

SE

E P

ON

D P-10-2

00 2020 4040 6060 8080 100100 120120140

84 84

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

210+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-210*

GNE 1/18/2016

>

209+93.01

7

6

>GNE 3/24/2016

105.82

106.4

0

23' TO 35' = STRATUM 6


209+94.90

TER-210*

6

21


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

0.02 0.02

SE

E P

ON

D P-10-2

00 2020 4040 6060 8080 100100 120120140

84 84

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

112 112

114 114

211+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

6

ABTER-211*

GNE 1/18/2016>

210+85.14

6

8

6

>

107.65

108.2

6GNE 3/24/2016



210+86.65

TER-211*

22


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

0.02 0.02

SE

E P

ON

D P-10-2

109.38

110.5

2

£ TERRY

1:4 1

:4

0.020.02

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

112 112

114 114

212+00.00

104 104

106 106

108 108

110 110

112 112

114 114

212+21.96

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-212*

GNE 1/18/2016

6

>

212+10.11

109.41

110.1

1

23


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

B236-1*

6

8

7

8

8/21/2014

213+64.88

106.85

110.5

2

£ TERRY

1:4

1:4

0.02 0.02SE

E £ C

AR

TE

R_

W

00 2020 4040 6060 8080 100100 120120140

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

213+41.96

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

24


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

1:4

0.02 0.02

EXIS

T.

WA

LL

00 2020 4040 6060 8080 100100 120120140

102 102

104 104

106 106

108 108

110 110

112 112

214+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

108.23

109.9

4

25


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

0.020.02

EXIS

T.

BRID

GE C

LA

DDIN

G

WA

LL P

A299-2

EXIS

T.

BRID

GE C

LA

DDIN

G

WA

LL P

A299-5

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

124 124

126 126

128 128

130 130

215+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

108.22

108.9

4

26


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

1:60.02

0.02

00 2020 4040 6060 8080 100100 120120140

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

124 124

126 126

128 128

130 130

216+00.001" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-217-2*

1/18/2016

6

ABTER-217-1*

GNE 1/17/2016 >

6

217+11.37

217+37.87

107.85

107.9

4

27


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

1:4

0.02

0.02

EXIS

T.

LA R/

W

00 2020 4040 6060 8080 100100 120120140

84 84

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

217+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-218*

GNE 1/17/20166

>

218+47.14

218+03.04

6

7


3/25/2016

105.23

106.7

8

TER-218*

28


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:4

1:500.020.02E

XIS

T.

LA R/

W

FPID 432193-1-52-01

I-4

ULTI

MA

TE P

ROJE

CT

PO

ND P-12

00 2020 4040 6060 8080 100100 120120140

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

218+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-219*

6

7

1/17/2016

219+06.01

105.49

105.4

8

29


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

£ TERRY

1:6

1:250.02

0.02

EXIS

T.

LA R/

W

FPID 432193-1-52-01

I-4

ULTI

MA

TE P

ROJE

CT

PO

ND P-12

£ TERRY

1:3

1:4

0.020.02

EXIS

T.

LA R/

W

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

FPID 432193-1-52-01

I-4

ULTI

MA

TE P

ROJE

CT

PO

ND P-12

00 2020 4040 6060 8080 100100 120120140

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

219+00.00

100 100

102 102

104 104

106 106

108 108

110 110

220+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

TERRY AVE

ABTER-220*6

1/17/2016

220+07.21

105.35

104.1

7

104.78

104.0

2

30


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.64

106.6

61:50 1:

6

£ CONLEY

EXIS

T.

R/

W

106.65

107.4

7

1:4

1:4

0.02 0.02

£ CONLEY

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

112 112

17+42.29

104 104

106 106

108 108

110 110

112 112

17+96.52

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CONLEY ST

TURNAROUND

ERESKEN AVE.

6

1/18/2016

ABCON-18*

818+42.37

31


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.37

107.4

71:4

1:4

0.02 0.02

£ CONLEY

EXIS

T.

R/

W

EXIS

T.

R/

W

105.6

9

106.19

1:4

1:40.02 0.02

£ CONLEY

EXIS

T.

FE

NC

E

EXIS

T.

R/

W

EXIS

T.

R/

W

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

112 112

19+16.52

104 104

106 106

108 108

110 110

112 112

20+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CONLEY ST

ABCON-19*18+97.00 R 1

6

81/18/2016

32


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.7

9

0.020.02

1:4

£ CARTER_W

SE

E P

ON

D P-10-2

108.3

2

1:4

1:4.6

0.02 0.02

£ CARTER_W

SE

E P

ON

D P-10-2

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

112 112

114 114

21+00.00

104 104

106 106

108 108

110 110

112 112

22+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CARTER ST

106.84

106.55

33


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

110.3

21:4

1:5.2

0.02 0.02

£ CARTER_W

SE

E P

ON

D P-10-2

105.03

110.5

2

1:6.6

1:4

0.02 0.02

£ CARTER_W

SE

E P

ON

D P-10-2

00 2020 4040 6060 8080 100100 120120140

100 100

102 102

104 104

106 106

108 108

110 110

112 112

114 114

23+00.00

102 102

104 104

106 106

108 108

110 110

112 112

114 114

23+10.08

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CARTER ST

104.77

34


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

107.79

110.5

2

1:4

0.010 0.02

£ CARTER_E

SE

E £ T

ER

RY C

RO

SS S

EC

TIO

NS

109.7

4

1:4

1:4

0.02

£ CARTER_E

00 2020 4040 6060 8080 100100 120120140

106 106

108 108

110 110

112 112

114 114

116 116

118 118

30+61.20

102 102

104 104

106 106

108 108

110 110

112 112

31+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CARTER ST

107.26

35


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

108.1

4

1:4

£ CARTER_E

EXIS

T.

LA R/

W

EX

SIT.

FE

NC

E

SE

E £

AV

ON

DA

LE C

RO

SS S

EC

TIO

NS

107.3

7

1:4

1:4

0.02

£ CARTER_E

EXIS

T.

LA R/

W

EX

SIT.

FE

NC

E

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

32+00.00

104 104

106 106

108 108

110 110

112 112

33+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CARTER ST

107.32

106.84

36


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.6

2

1:4

1:40.02

£ CARTER_E

EXIS

T.

LA R/

W

EX

SIT.

FE

NC

E

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

34+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

CARTER ST

106.41

37


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

105.0

5

0.02

£ LONG

EXIS

T.

LA R/

W

EX

SIT.

FE

NC

E

EX

SIT.

FE

NC

E

EXIS

T.

R/

W

EXIS

T.

WA

LL

00 2020 4040 6060 8080 100100 120120140

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

124 124

126 126

128 128

41+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

LONG ST

104.67

38


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

104.8

3

0.02

£ LONG

EXIS

T.

R/

W

EX

SIT.

FE

NC

E

EXIS

T.

WA

LL

00 2020 4040 6060 8080 100100 120120140

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

124 124

126 126

128 128

42+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

LONG ST

104.82

39


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

B231-1*

8/11/20146

8

6

12+45.78

107.2

0

1:4

1:500.02

£ LONG

00 2020 4040 6060 8080 100100 120120140

86 86

88 88

90 90

92 92

94 94

96 96

98 98

100 100

102 102

104 104

106 106

108 108

110 110

112 112

114 114

116 116

118 118

120 120

122 122

43+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

LONG ST

106.46



40


A


AV V

432193-5-52-01 ORANGE


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.








RS&H, INC.

106.9

2

1:4 0.02

£ AVONDALE

EXIS

T.

LA R/

W

EX

SIT.

FE

NC

E

EXIS

T.

R/

W

00 2020 4040 6060 8080 100100 120120140

104 104

106 106

108 108

110 110

112 112

50+00.00

1" = 20' Horizontal

1" = 5' Vertical

CROSS SECTIONS

AVONDALE ST

106.92

41

SURVEY ENDS STA. :

MATERIALS AND RESEARCH


STATE OF FLORIDA

CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS

CONTENT

ORGANIC

CONTENT

MOISTURE

PERCENT PASS (%)

SIEVE ANALYSIS RESULTS

NO.

STRATUM

ORGANIC

%

MESH

10

MESH

40

MESH

60

MESH

100

MESH

200

TESTS

NO. OF

LIMIT

LIQUID

ohm-cm

RESISTIVITY

ppm

CHLORIDE

ppm

SULFATES

DATE OF SURVEY:

SURVEY MADE BY:

SUBMITTED BY: COUNTY:

ROAD NO.:

DISTRICT:

LIMITS (%)

ATTERBERG

TESTS

NO. OF

TESTS

NO. OF

INDEX

PLASTIC

GROUP

AASHTO

CONTENT

MOISTURE

TESTS

NO. OF

DESCRIPTION

TESTS

NO. OF

CORROSION TEST RESULTS

pH

5-10 100 13 -- 8 92-94 47-53 -- 99 -- -- 1 6 --

EMBANKMENT AND SUBGRADE MATERIAL

STRATA BOUNDARIES ARE APPROXIMATE. MAKE FINAL CHECK AFTER GRADING.

GNE - GROUNDWATER NOT ENCOUNTERED

4/8/2016bsawaska c:\pwworking\tpa\d0844746\rdssgeoPkg06_01.dgn4:36:12 PM

432193-1-52-01 ORANGE 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.



SURVEY (1 OF 2)

ROADWAY SOIL

THE INTRODUCTION OF DRILLING FLUID

GROUNDWATER NOT APPARENT DUE TO GNA -

A-3

TIERRA, INC.

11-29 100 19-21 215 85-95 56-68 NP-5 97-99 NP-26 -- 2 7 -- A-2-4

5

SR 400

ORANGE

FINANCIAL PROJECT ID : 432193-1-52-01

NOTES:

KEVIN H. SCOTT, P.E.

PROJECT NAME: I-4 ULTIMATE - AREA 2

NP - NON PLASTIC

25-27 100 19 2 2 92 52 11-12 99 23-28 -- -- -- -- -- -- 2 8 --


7351 TEMPLE TERRACE HIGHWAY


TIERRA, INC.

TAMPA, FLORIDA 33637


GRAY TO BROWN SAND TO SAND WITH SILT

A-4/A-6

A-2-6/

DOWNTOWN - AREA 2, PACKAGE 6

-- -- -- ---- -- -- -- -- -- -- -- -- 9 -- -- -- -- --

6.

5.

4.

3.

2.

1.

>

A-7-6

A-7-5/

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

SEASONAL HIGH GROUNDWATER TABLE DEEPER THAN DEPTH INDICATED

GROUNDWATER LEVEL ENCOUNTERED DURING FIELD EXPLORATIONS

15+18.19 27+18.00

14 5,800-50,000 15-45 5.5-8.4

8 1,500-17,000 15-75 <4.8-77 5.3-8.3

<4.8-65

SURVEY ENDS STA. :

SURVEY ENDS STA. : 16+97.75 19+43.47

SURVEY ENDS STA. : 68+32.01 74+26.50

SURVEY ENDS STA. : 10+15.40 13+64.49

SURVEY ENDS STA. :

SURVEY ENDS STA. : 0+00.00 30+00.00

SURVEY ENDS STA. : 12+88.59 20+75.31

SURVEY ENDS STA. : 20+03.92 21+57.63

SURVEY ENDS STA. :

200+42.14

3994+21.00

4047+00.00

220+12.13

4018+60.18

4062+07.83

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

SURVEY BEGINS STA. :










SOUTH STREET (EASTBOUND)

SILVIA LANE 2

SILVIA LANE

DIVISION STREET

ANDERSON STREET

LONG STREET

CARTER STREET

CONLEY STREET

TERRY AVENUE

GORE STREET

GRAY TO BROWN SILTY SAND

GRAY TO GREEN-GRAY CLAY

LIGHT GRAY TO BROWN SILTY TO CLAYEY SAND

-- -- -- ---- -- -- -- -- -- -- --10 -- -- -- -- -- -- A-8 DARK GRAY TO DARK BROWN ORGANIC SILTY SAND TO MUCK

(P) GROUNDWATER TABLE OR ESTIMATED SEASONAL HIGH GROUNDWATER TABLE IS PERCHED CONDITION

OCTOBER 2014 - APRIL 2016

* - INDICATES BORINGS PERFORMED BY TIERRA, INC.

WITHIN THE RFP BY THE FDOT AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.

PERFORMED BY TIERRA, INC. BORINGS WITHOUT AN ASTERISK WERE PROVIDED

BORINGS SHOWN WITH AN ASTERISK (*) ON THE PROJECT CROSS-SECTIONS WERE

INDEX 500 AND UTILIZED IN ACCORDANCE WITH 505.

IF ENCOUNTERED DURING CONSTRUCTION, SHALL BE REMOVED IN ACCORDANCE WITH

ENCOUNTERED DURING THE SUBSURFACE EXPLORATION FOR PACKAGE 6. STRATA 4 AND 10,

THE MATERIAL FROM STRATA 4 AND 10 (A-8) IS MUCK. HOWEVER, STRATUM 10 WAS NOT

REMOVED IN ACCORDANCE WITH INDEX 500 AND UTILIZED IN ACCORDANCE WITH 505.

PACKAGE 6. STRATA 5, 8 & 9, IF ENCOUNTERED DURING CONSTRUCTION, SHALL BE

STRATUM 9 WAS NOT ENCOUNTERED DURING THE SUBSURFACE EXPLORATION FOR

MATERIAL FROM STRATUM 9 (A-7-5/A-7-6) IS HIGH PLASTIC MATERIAL. HOWEVER,

THE MATERIAL FROM STRATA 5 AND 8 (A-2-6/A-4/A-6) IS PLASTIC MATERIAL. THE

WATER LEVEL EXISTING AT THE TIME OF CONSTRUCTION.

TO DRY AND COMPACT. IT SHOULD BE USED IN THE EMBANKMENT ABOVE THE

THIS MATERIAL IS LIKELY TO RETAIN EXCESS MOISTURE AND MAY BE DIFFICULT

THE EMBANKMENT WHEN UTILIZED IN ACCORDANCE WITH INDEX 505. HOWEVER,

THE MATERIAL FROM STRATA 3 AND 7 (A-2-4) APPEARS SATISFACTORY FOR USE IN

IN THE EMBANKMENT WHEN UTILIZED IN ACCORDANCE WITH INDEX 505.

THE MATERIAL FROM STRATA 1, 2 AND 6 (A-3) APPEARS SATISFACTORY FOR USE

THE PLANS FOR THIS PROJECT (FPID 432193-1-52-01).

SOILS SURVEY SHEET PREPARED FOR FPID 242484-4-52-01 THAT IS INCLUDED IN

THE PROJECT. FOR INFORMATION REGARDING STRATA 1 THROUGH 5 REFER TO THE

STRATA 6 THROUGH 9 REPRESENT SOIL STRATA ENCOUNTERED BY TIERRA FOR

STRATA 1 THROUGH 5 REPRESENT SOIL STRATA PROVIDED BY THE FDOT.

GR-1

12/16/2015bsawaska c:\pwworking\tpa\d0844746\rdssgeoPkg06_02.dgn11:03:45 AM

432193-1-52-01 ORANGE 400


DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.



SURVEY (2 OF 2)

ROADWAY SOIL


7351 TEMPLE TERRACE HIGHWAY


TIERRA, INC.

TAMPA, FLORIDA 33637


TIERRA, INC. HAS UTILIZED THE DATA IN OUR DESIGN AND IS SIGNING AND SEALING THIS DATA IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15.

RESULTS PROVIDED ON THIS SHEET AND/OR SUPPLEMENTAL INVESTIGATIONS, IT IS OUR PROFESSIONAL OPINION THAT ARDAMAN AND ASSOCIATES’ DATA IS REPRESENTATIVE OF SUBSURFACE CONDITIONS IN THE PROJECT CORRIDOR AND, THEREFORE,BORING AND LABORATORY TESTING DATA PROVIDED ON THIS SHEET WAS PERFORMED FOR THE FLORIDA DEPARTMENT OF TRANSPORTATION BY ARDAMAN AND ASSOCIATES. BASED ON TIERRA, INC’S REVIEW OF THE BORINGS AND LABORATORY TESTING

TH

E

OF

FI

CI

AL

RE

CO

RD

OF

THI

S

SH

EE

T I

S

TH

E

EL

EC

TR

ONI

C

FI

LE

DI

GI

TA

LL

Y

SI

GN

ED

AN

D

SE

AL

ED

UN

DE

R

RU

LE 61

G15-23.004,

F.

A.

C.

GR-2

contract plans components state of florida

Documents